HomeMy WebLinkAboutRES 22-291RESOLUTION NO. 22-291
BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF BEAUMONT:
THAT the City Manager be and he is hereby authorized to grant a Utility Crossing
Agreement to Mobil Pipe Line Company, substantially in the form attached hereto as
Exhibit "A" to install a thirty -six-inch (36") carbon steel pipeline which is intended to
transport liquid hydrocarbons. This pipeline will cross City utilities along Boyt Road, Erie
Street and West Port Arthur Road. Said pipeline is to be constructed in compliance with
City requirements. There is a one-time fee of $500.00 for each Pipeline License
Agreement and an annual fee of $2.25 per linear foot of pipeline located with City
property; and,
NOW, THEREFORE, BE IT RESOLVED BY THE
CITY COUNCIL OF THE CITY OF BEAUMONT:
THAT the statements and findings set out in the preamble to this resolution are
hereby, in all things, approved and adopted; and,
BE IT FURTHER RESOLVED THAT the City Manager be and he is hereby
authorized to enter into a Utility Crossing Agreement with Mobil Pipe Line Company,
substantially in the form attached hereto as Exhibit "A" to install a thirty -six-inch (36")
liquid hydrocarbon transport pipeline. This pipeline will cross City utilities along Boyt
Road, Erie Street, and West Port Arthur Road. Said pipeline is to be constructed in
compliance with City requirements. There is a one-time fee of $500.00 for each Pipeline
License Agreement and an annual fee of $2.25 per linear foot of pipeline located with
City property.
The meeting at which this resolution was approved was in all things conducted in
strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter
61,21
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 1st
day of November, 2022.
- Mayor Robin Mouton -
APPLICATION FOR
UTILITY CROSSING AGREEMENT.
OUTSIDE THE CORPORATE LIMITS OF
THE CITY OF BEAUMONT
THE STATE OF TEXAS §
COUNTY OF JEFFERSON §
Business Name: MOBIL PIPE LINE COMPANY Business Phone: 800-557=5200
Business Address: 22777 Springwoods Village Parkway, Spring, TX 77389
The -City of Beaumont; hereinafter called "City", for and is consideration of the
sum- specified herein $500.00 application fee plus $2.25 linear feet for total of $513.50
hereby grants to Mobil Pipe Line Company:; hereinafter called "Licensee",
the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of
Oil, gas- water; or products, on or across the following City easement and/or property
situated outside the City of Beaumont, Jefferson_ County, Texas, but being within our Extra -
Territorial Jurisdiction .(ETJ) and/or Certificate of Convenience and, Necessity (CCN) and
being more particularly described in Exhibit "A" attached hereto and made .a part hereof for
all purposes.
Nearest Street Distance to Easement Len (Linear Foot) of Crossing
Bgyt Road 1 6" sewer line
Erie' Street 3 12"&16" sewer ,line
Port Arthur Road 2 20" water . line
1
EXHIBIT "A"
COST OF LICENSE:
Licensee shall make payment to the City of Beaumont as follows:
• License Agreement fee - $500.00
• Annual fee of $2.25 per linear foot of pipeline located within. City property.
Said fee shall be reset on January 31, 2011 and shall be reset every ten (10)
years, thereafter; to a level to be determined by the City Council or .their
delegated :representative.
All fees, including th64irst annual fee for linear foot usage:.shall be :made to the
- Water : Utilities Department and payable to the City of Beaumont prior to
construction.
This license is granted by -the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8).
GENERAL CONDITIONS::
• Licensee does not: intend to sell product for resale from the covered pipeline
to customers located within the -City; however, Licensee recognizes that
should it sell product : for resale from this covered pipeline to customers
within the City, it will be required to report such distribution and when
lawfully required to do so; pay a street rental fee based on revenues. The
annual fee and the regulations controlling: the payment of such fee will be .
those as lawfully established by the ordinances of the City:
• All pipelines crossing City of Beaumont utility easements, water or sanitary
sewer easements shall -be bored from easement line to easement line. Within.
these limits, the ..pipeline shall be. protected, by casing or other method
approved by the City Water Utilities Department.
• The pipeline shall be constructed in such'a manner as. approved by the City
so as it does not interfere with the use of the City property.
• The pipeline shall be installed a minimum of three (3),feet below ground
and a minimum of five (5) feet below the lowest existing or proposed ditch
grades, waterlines, .sanitary sewer lines. or storm drainage lines, unless
otherwise .authorized by the City. Such grades and lines: shall be indicated
on map submittal, as well as depth of proposed_ pipeline (see page 3).
The construction ' and operation of the pipeline shall not interfere with the
natural drainage in that area nor with the drainage system of the City; nor
with sanitary sewer lines; waterlines, or other utilities.
Damage to existing ditch grade during construction or maintenance of the.
pipeline shall .be corrected and the ditch grade shall be restored to the
condition and grade at which it existed prior to construction or maintenance.
Bore pits shall be backfilled according to City standards.
• Excavations necessary for the construction, repair, or maintenance of the
pipeline shall be performed in. such a manner ' that will cause minimal
inconvenience to the public.; Licensee shall promptly. restore the. area to as
good. a condition as before working thereon and to the: reasonable
satisfaction of the City's Water Utilities Department'.
• Operations along easements shall be performed in such a manner that all
property where operations are performed will be restored to original
condition or better:. No equipment or installation procedures will. be used
which will damage any structures. The cost of any repairs to structures,
sanitary sewer. lines, water lines or other easement features as a result of this
installation will be borne by the owner of this line.
• Any construction which takes place in, on, under, above, or across property
not. owned by the City shall require additional permission by -the owners) of
the property involved. Written proof of said permission is to be provided to
the City as part -of the application process. Approval of this license
agreement excludes permission to do any construction on property which is
not owned by the City of Beaumont.
• Any licenses, permits or agreements required by another governmental
entity (County, State or Federal) to adjoining property shall be obtained and
a copy of such document shall be provided to the City.
• Licensee shall be responsible. for acquiring all agreements necessary for the .
lawful use of any private property.
• A map showing the location of the proposed pipeline shall be provided.
• The pipeline shall be maintainedand operated in such a manner as not to
Teak , and/or cause damage to .the City property.. Once the pipeline is in
operation, any damage that occurs to the pipeline. which results in exposure
or release of product must be reported immediately, to the: City Fire
Department and Water. Utilities Department. Licensee shall fully
cooperate with the . Fire Department and provide, or assist with providing, .
any and all necessary notifications, evacuations or other necessary actions.
Leaks or other defects are to be repaired immediately by Licensee at it's.
3
own cost:
• The Licensee shall be responsible for .the cleanup and remediation of
contaminated areas due to exposure or: release. of product and any and all. .
costs. associated with said -cleanup and remediation.
• The.Licensee shall be responsible for any and all costs associated with the
relocation of the pipeline. As provided, the necessity for relocation of the
pipeline shall be solely within the discretion of City.
Installation will be done in accordance with all City standards and -statutes
of the State of Texas.
REQUIRED COVERAGE:
• Licensee shall furnish. the City- with a. Certificate of Standard Liability
Insurance, including bodily injuries and property damage, naming the City,
of Beaumont as an Additional Insured. Such policy: shall provide for. the
following minimum coverage:
• Bodily injuries: $ 300,000.00 per person
$1,000,000.00 per incident
• _ Property Damage: $1,000,000.00
Such insurance shall be maintained in force and effect during the
construction or required maintenance of the pipeline and during the life of .
the pipeline.
Such certificate shall contain a provision that _at least ..fifteen (15), days -
written notice must be given to the City prior to cancellation, alteration, or
modification of such insurance.
• Licensee shall have in force with. the City. a surety. bond in the principal
amount of $1,000,000.00. The bond shall be payable to the City of
Beaumont for the use and. benefit of any person entitled thereto and
.conditioned that the principal and surety will pay all damages to any person .
caused by, or arising from, or growing out of any violation of the terms of
this agreement. The bond shall provide. that it may not be cancelled, altered,
or otherwise modified without giving fifteen (15) days prior written notice
to the City. The bond shall be good and in effect for a period of one (1)
year from the date of completion of construction of the pipeline.
• Licensee shall indemnify, save andhold harmless the City of _Beaumont
from any and all claims for injuries and damages to persons. or property
4.
occasioned by or: arising out of the construction, maintenance; .operation,
repair or removal of the pipeline. This indemnity expressly extends to .
claims alleging negligence by the City -of Beaumont, its agents, officers or .
employees, arising from actions taken or occurrences under. this license
agreement.
• If the pipeline .or any part thereof installed by Licensee shall be in any
respect damaged or injured by City or any of its agents or employees in
connection with the performance of any work or repairs that may be done
upon the property mentioned herein:
Licensee shall not be entitled to prosecute or maintain a claim against the City of ..
Beaumont for any such damage or: injuries so sustained by :it; however, said
conditions shall: ` not prevent Licensee from recovering against any. contractor
who shall damage Licensee's- property in the course of such' contractor's
performance of any contract with the City.
OTHER CONSTRUCTION/MAINTENANCE WITHIN PROPERTY:
• City will use its best efforts to notify Licensee of any proposed construction
and/or maintenance, to be done by City forces or by contract for the- City,
within the property involved with this license.
Notification, .to Licensee, of other construction and/or maintenance
permitted by the City and within the property involved with this license will
be the responsibility of the company obtaining said permit.
Licensee shall mark the location of its lines within forty-eight (48) hours
after receipt of such- notification of proposed construction.
Licensee shall maintain a local, or'toll free, telephone number to be -called
for notification of construction or maintenance :and for location_ of lines. .
Such number, or charges s to such- number, will be. provided to the City
(Water Utilities Department) and kept current at all: times. This number
shall be provided to entities permitted to construct, maintain or excavate
within this City property and which_ are required to provide notification of
such work. When information has been relayed to: Licensee, through. the
phone number provided, such contact shall constitute notification for
Licensee :to provide location of its lines. Failure, by Licensee, to respond
within the required time frame shall alleviate the responsibility of `the
person(s) requiring the lines to be relocated.
City reserves the right to lay, and to permit to be laid, sewer, gas, water and
other pipes and cables, and to do or permit to be done any underground
5
work that may .be deemed to be. necessary or proper by City in, across,
along, or under the property. In doing or permitting -any such work, the City .
of Beaumont shall riot be liable to Licensee for any damage. occasioned; it.
being -understood that nothing herein shall be construed as -foreclosing
Licensee's rights to recover damages against any contractor.or third party
who may be responsible for damages to. Licensee's facilities.
• Whenever by reason of the change in the grade of the property occupied by
Licensees' pipeline, or by reason of the location or manner of constructing
drainage structures, water pipes,; . gas pipes; sewers, or' other underground
construction for any purpose whatever, it shall be deemed necessary by ..
City to relocate, alter, encase, change; adopt or conform the pipeline of :. .
Licensee thereto,, such change shall be made promptly by Licensee at its
cost and -without claim for reimbursement or damages against -City. If the
change is demanded by the . City for .the benefit of any other person or
private corporation, except the City, Licensee shall be reimbursed fully by
the person or corporation desiring :or occasioning such change. for any
expense arising out of such :change; Licensee will, upon notice from the
City, make such, change, immediately and at its own cost; it being
understood that. City will not participate in any part of the cost of . any
change involving relocation, altering, encasing,. boring, or changing in any .
manner of the pipeline. where: same is within City property.
NOTIFICATION/INSPECTION:
• Any and all work. to be performed on City property shall be observed and
inspected by a City representative. Any work to be performed within the
City limits will be subject to periodic inspection to ensure compliance with .
construction standards.
• Licensee shall provide the City ,(Water Utilities Department) forty-eight (48)
hours prior to the' installation of the lines permitted by this license. A
representative will be scheduled to be present. The expense of such
inspection services may be billed to the Licensee and such amounts. will be
reimbursed -to the City.
• Licensee shall notify the Water Utilities Department at least forty-eight (48)
hours prior to completion of. work and removal of equipment from. the job
site to. permit the City to make an inspection..
6.
SPECIAL CONDITIONS:
Nonassignable
This.license is. personal to the Licensee. It is nonassignable and any attempt to assign this .
license will terminate the license privileges granted to Licensee hereunder.
Termination
This agreement is subject.to termination by the City if any. condition specified herein is not
met. This agreement may also be terminated by the Licensee. Either party attempting to
terminate this agreement shall give written notice to the other specifying the date of, and
the reason for, termination. Such notice shallbe given not less,than thirty (30) days -prior
to the termination date therein specified. Any written notice may be effected either by
personal delivery or by registered or certified mail, postage.prepaid with return receipt
requested. Mail notices shall'be addressed to the addresses of the parties as follows: .
City of Beaumont Mobil Pipe Line Company
P.O. Box 3827 22777 Springwoods Village Parkway
Beaumont, Texas 77704 Spring, Texas 77389
Attn: City Manager Attn: Kelli McMahon
Upon cancellation, the pipeline shall be removed and property restored to a condition
Acceptable to the Water Utilities Director. In the event.of cancellation, any and all monies
collected for fees associated with this agreement will remain the property of the City.
There will be no reimbursements:
Commencement of work on the pipeline by Licensee after the date of this fully executed
license shall be construed as evidence of Licensee's acceptance and approval of the
conditions above set forth.
IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents
to be signed by its City Manager and the seal of the City to be herewith affixed by the City
Clerk, this day of
, A.D. 20
CITY OF BEAUMONT, TEXAS
By:
Printed Name:
Title: - City Manager
ATTEST:
City -Clerk
APPLICANT'S COMPANY NAME:
(Licensee)
Mobil Pipe Line Company
Represented by:
Kelli McMahon
Printed Name
Agent and Attorney -in -Fact
Title
ATTES
By: ( -
Secret
8
City of Beaumont, Texas; Utility Crossings
The following were- identified as City Utility Pipelines the Mobil BCP pipeline will cross. Those in
bold are outside of the city. limits:
Boyt Road _ 6 inch sewer line.
S. Major Drive. (FM 364) — 20 inch water main on east side of road
1-10 S-20 inch water main on southeast side of highway
Ford Arena— 2 inch water line
Highway 124 - 8 inch water line and 15 inch sewer line on east side of highway
Frint Road — 8 inch water line and 18 inch sewer line
Erie Street —12 inch & 16 inch sewer lines
Port Arthur Road, (Hwy 93) — 20 inch water line
Spindletop Road — 6 inch water line and 3 inch sewer line
Highway 69 South Frontage Road —12 inch water line
Highway 347 North & Highway 347 Frontage Road — 6 inch -water line
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SEE NOTE 6
10'
APPROX. 1+00
2+00
3+00
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BORE PI.
BORE PIT CL PROPOSED 36° BCPL PIPELINE
PROFILE
(T.O.P. EL. -1.7)
HORIZ:1" = 50'
5-27-2022
VERT:1" = 20'
S NOTES::
�'� (6 0 F TF ,1
7: CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 6 PAST THE RIGHT-OF-WAY LIMITS.
AV �'tp;.''••••��•��•".;r.4
•'
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM CLEARANCE OF V FOR CITY OF BEAUMONT UTILITIES AND MINIMUM 2'
i 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). -
FROM OTHER UTILITIES AND FOREIGN LINES. , ,
% 'k •: *
- I
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. /
S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. I••.•• •••�••••�•�•�••••"•••"•••��••..••
6. DEPTHS OF HIGHLIGHTED UTILITIESSHALL BEDETERMINEDVIA HYDROVACDURINOCONSTRUCTION.
I JEFFREY C. DELEON /
? ......: ....................... .....
SPECIFICATIONS:
93803 ;• /
%
t: PRODUCT: CRUDE OIL
•�!CENSE�'G����
: 2. CROSSING PIPE: 36.00' O.D. X 0.750• W.T., API 5L X70, BAWL, DRL,12.18 MILS FOE &20.24 MILS ARO
j 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG
4. INSTALLATION METHOD: BORE
'.
5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
C
DRAWN JMc
DATE ozlnnoz2
E%�®n ®b i'
BEAUMONT CONNECTOR PIPE INE PR JECT BCPL
CHECKED JGL
DATE 0211712OU
ROAD CROSSING &
TEMPORARY CONSTRUCTION APRON DRAWING
APP'D AK
DATE 02/1712022
i SCALE ASSHOWN
SHEET 10F2
PROPOSED 36" BCPL PIPELINE
S MAJOR DR / FM 346 (TXDOT) .
BCP-JE-038.910
JOB NO. 2529E
o911�•0 UniversalPe asus
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4 Trs,. Reiuiered En¢ineerio¢ Flrw: F•l9A4
DRAWING No. BTB-BC-BCPL-UP-RD-0046
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ISSUED FOR PERMIT
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SAMUEL STIVERS LEAGUE ABSTRACT NO. 51 BCPLCL
—�� RIGHT-OF-WAY
—!— PROPERTY LINE
EDGE OF ROAD
W 0W: CL ROAD
p 3 Y CL RAILROAD
O w 66 IQm -TTr--rrr TOP OF BALLAST
g TOE OF BALLAST
o. w - — X — FENCE
O J V 00 J —P— OH POWER LINE
a I"O CD a' w IL FOREIGN PIPELINE
°a a w
c —nd a u UTHM
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8" MPL-113 PIPELINE.. 7-+` + — TOE OF SLOPE
CL DITCH
8" MR-6 PIPELINE ' BCP-JE-040.93
8" MR-1 PIPELINE 36.5'
25.0]KINDER MORGAN PIPELINE 14.5'V
N:13946762.35 k L 24.3'
E: 3494161.88
LAM 30.0114123°
LONG:-94.1781853'_ CL PROPOSED 36",BCPL PIPELINE
PLAN
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F
u
v
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o NATURAL GROUND o
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n
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-89. -80'
-100' -100'
b 1+00 1+60
PROFILE
HORIZ:;1"=40' CL PROPOSED 36" BCPL PIPELINE 5-3-2022
> VERT:1^ =100' (T.O,P. EL. -883)
�..�� OF
NOTES: i ��p .•,,........ •• •,�-4��,,
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PAST THE RIGHT-OF-WAY LIMITS. % * ,•'• • • •••• * ,
} 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2' CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. / *
= 3. COORDINATE SYSTEM: MAD B3, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S.FOOT (TX8MCF). ••.......•.•
6 4. ALL UTILITY DIAMETERS AND DEPTHSTO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. I JEFFREY C. DELEON /
j 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.. .••• .... ...........................
c. SPECIFICATIONS:i. PRODUCT'CRUDE OILr�l ��` •''� �ENSEO:
2. CROSSING PIPE: 36.0W O.D. X 0.750" W.T., API 5L, X70, SAWL, DRL,12.16 MILS FBE & 20.24 MILS ARO
3. MAXIMUM OPERATING PRESSURE:1.300PSIG •••L
3 4. INSTALLATION METHOD: HDD "♦
s DRAvvN JAL DATE 04113022 BEAUMONT CONNECTOR PIP INE.PR JECT BCPL
r
CHECKED JCD DATE 04/1312022
APP'D AK DATE0411312022 E %&^nM®b'' UTILITY CROSSING DRAWING
y SCALE AS SHOWN SHEET ioFt PROPOSED 36" BCPL PIPELINE
n [JOBO. 25298. WATER LINE (CITY OF BEAUMONT)
,niversalPegasus
40`-j TINTERNATIONALTIONINTERNATIONALL BCP-JE-040-930
05102/2022 ISSUED FOR PERMITTau Eeebt...dE"¢i" d.gFl—F!1949 DRAWINGN0. BTB-BC-BCPL-UP-RD•0094 REV.
O
UPI DRAWING NO.:2529&26229.415-PMW-0094
JEFFERSON .COUNTY, TEXAS
SAMUEL STIVERS LEAGUE, ABSTRACT NO.51
O:..
Z'
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LEGEND
BCPL CL
RIGHT-OF-WAY
—E= PROPERTY LINE -
EDGE OFROAD
CL ROAD
--�— CL RAILROAD
�- TOP OF BALLAST
TOE OF BALLAST
— X — FENCE
—P— OH POWER LINE.
—i F= FOREIGN PIPELINE
—u.= UTILITY
—� TOP OF BANK
— TOE OF SLOPE
- — CL DITCH
LONG:-94.1758839°q
' �'
ETC PIPELINE
ETC PIPELINE -
81"
TPC PIPELINE
~
TPC PIPELINE
I 1
MPL-113 PIPELINE
CL PRO POSED. 36" BCPL PIPELINE a '
MR-6 PIPELINE
M
MR-1 PIPELINE
S MAJOR DR.
PLAN
HORIZ:1." = 50,
r :.
z..
i
l GD W
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cm 000. CDC) mm ga gat-r-wm10, 1"
+ + + + ++ ++++++++++
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40'
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20'
... .....................
20'
..
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.
Y
i ..
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:........ 97.2'.. 83.T
93.9'
:.
-
5
........ (10' MIN.
COV. O MIN.
(5 MIN.
CLR ).
�,
so'
:...........�...
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j.:•
so'
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........................:...
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........ ........................
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1+00
2+00 .� ..
3 CL PROPOSED 36" BCPL PIPELINE T.O.P. EL. -84.8' PROFILE
i )
w O F 1
t�
iNOTES: HORIZ:.1" = 50'
..
�! y'tQ::: •••...........
_ 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF F PAST THE RIGHT-OF-WAY LIMITS. VERT: 1" = 100'
2 PROPOSED PIPELINE WILL MAINTAIN MINIMUM 7 CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
/
/ *, ?• ' : * +,
r
CENTRAL ZONE, U.S. FOOT
OF * '.
L & COORDINATE SYSTEM: NAD 84, TEXAS STATE PLANE, SOUTH (TX83-SCF).
4. ALL UTILITYDUIMETERSANDDEPTHSTOBECONFIRMEDPRIORTOIXCAVATIONIINSTALLATIONACTNITIES.
••"•••�••��•• ..........................
i S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAYBE CHANGED IN THE FIELD DURING CONSTRUCTION.
I JEFFREY C. DELEON
�...........................................
i SPECIFICATIONS:
t. PRODUCT: CRUDE OIL
r 2 CROSSING PIPE: 36.00'O.D.X0.750'W.T.,API 5L X70, BAWL, ORL,12.16MILS FBE&20.24,MILSARO
'tt���••'��CENSE�'�
•�••�•••
& MAXIMUM OPERATING PRESSURE: 1,300 PSIG
�e,�"�
••NGLdw
r 4. INSTALLATION METHOD: HDD
q�j
5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
DRAWN JMc
I DATE 03101022 _
BEAUMONT CONNECTOR PIP LINE:PR JECT BCPL
i CHECKED JGL
DATE 0310112022_
®.
E*[®n ®b''
ROAD & DITCH CROSSING DRAWING
g APP'D AK
JDATE. 0310112022
SCALE AS SHOWN
SHEET toF1
�®
PROPOSED 36" BCPL PIPELINE
JOB NO. zszse
SH 124 (TXDOT)
-
ImversalPegasus
>..
BCP-JE-04.0.920,
BCP-JE-040.925, & BCP-JE-041.300.900
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051IM022
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DRAWING NO.
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04/0612022
ISSUED FOR PERMIT -
_
BTB-BC-BCPL-UP-RD-0050
1-
L
.. .. IIPI DRAWING NO.� 2529A-2R224d1SPMW-0050
JEFFERSON .COUNTY, TEXAS LEGEND
SAMUEL STIVERS SURVEY, ABSTRACT NO.51 BCPLCL
SHELBY CORZINE SURVEY, ABSTRACT NO. 14 _Rh= RIGHMRTYLIN
PROPERTY LINE
EDGE OF ROAD
w q �i - — CLROAD
Z Lu T— CLRAILROAD-
_ q W - W W J Z _ W �'r--fir TOP OF BALLAST
ZZ w Q Itl ' Z � W. uJ p- q r-� 7, �C —TOE OF BALLAST
0 a. CD YZZ nYzCa YO O+, O O w` Z OQ —X— FENCE
J N J Ed w- 4 Q Q S pp� .. R Q-. 0 4— P— OH POWER LINE
k w m U= U K w m m w= m a Iy Q• 1.. ^ LL `6 '= m W —� FOREIGN PIPELINE.
pZLL 11.:VLLOZ LL RLLxZULL�8O, Z�'O1.tdmOU LL �Z
30 O != O J O w O- p �'` c�i O- —V— UTILITY
a w a w o w a w a m O W C O U LIi ap U LL w 0 $�} != O oC w TOP OF BANK:: .
Rao O Omm p OdmmoIL mC9, ,�c9 o m mm v
O O O o -+ w o C7 : -� O---- TOE OF SLOPE
a. F d U f- O 4 W: t) W I --I U 1-- C.
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O a0 O , COCD � O fD C'n CD pf
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o ++_ ram+ �*- ;t + +
x APPROX. BORE PIT /v
(J I I TO EDGE OF ROAD BCP-JE-044.900
x N;13943637A4
E: 3500028.05 /
APPROX. BORE PIT II' -CL PROPOSED 36" LAT: 30.00215950 APPROX.
�j o/ /BORE PIT
�� _ III BCPL PIPELINE LONG:-sa.lsoo75i 31 / _
I
_ I 12" EMOCA41 P/L
2{6' 10" EMOC-139 P/L / L _a
+ 241
u X ! ' _ x /x\•'�:� a +/- 80' EDGE OF �—I ►--I .
- / APPROX. BORE PIT
I ` TO EDGE OF ROAD
3 LABELI.E RD. PLAN
z
HOR0 V = 60'
ta
Ui
uj
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Lu
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uj adOQ00 p
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J Q ..4 +Q + OOr + t t +T ' C+D�o+D N - .N -
• ;-
5 2D'...................:.........:......................:. 2U
O O
�--15' (15' MIN.) NATURAL GROUND 18' (5' MIN.)
10' :......::......... 10' .
4-- - .
15,
CL PROPOSED 36" BCPL PIPELINE 22.5' 17.1'
0 125.66 I .:. 19.2' (8' MIN....: (8' MIN. I ..... .. I 0,
26.53' . ...... . ......(T.O.P..EL.-10.4') APPROX.
3.
I, I (8'. MIN. COV.) COV.) a COV.) BORE PIT 26.00'
33 10'-10, .
17.9' (5' MIN. CLR.)
L -20' .. . . ........................ ..........5.0 (5' MIN. CLR) : -20'
J .' .. . . .
L -1+00 + 328' CROSSING PIPE . + + 2+92
APPROX .
BORE PIT PROFILE
HORIZ:1"=60'
i 4-2 -20 2?..
VERT:1=0.: .
�.•
NOTES: OF 4
r 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PAST THE RIGHT-OF-WAY LIMITS. * ;•
L 2 PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2' CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
3. COORDINATE SYSTEM:. NAD83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S.FOOT (TX83•SCF)./'••�•••�•'•"•����"•"•.•..•'••'.' •_••�
b 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. q I JEFFREY C. DELEON /
S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION ••••••.•••••••••••• ....... ..�-
Y;SPECIFICATIONS: lf,-o�o,.•..0 93803�0. of
1. PRODUCT: CRUDE OIL 1 �� •.BENS,,,. •��dw
2 CROSSING PIPE: 36.00' O.D: X 0.750' W.T., API 5L X70, BAWL, DRL,12.16 MILS FBE & 20.24 MILS ARO SS
r IMAXIMUM OPERATING PRESSURE: 1,300 PSIG L���"'
4. INSTALLATION METHOD: BORE
r DRAWN JMc DATE 0311412022 BEAUMONT CONNECTOR :PIP INE.PROJECT BCPL
CHECKED ' AS DATE .' 03114/2022
v APP'D AK DATE 0311412022 Eon -Mobil ROAD &DITCH CROSSING DRAWING
a SCALE ASSHOWN SHEET iOF1 s® PROPOSED 36" BCPL PIPELINE JOB NO. 25296 FRINT ROAD,(JEFFERSON COUNTY)
3. <;li(. Univexsa1Pegasus
zI� PCP-JE-044.900
IdYERFda�T10 R1a4L
Tessa Eetute..d Ent..—i"i Firm: F•1949 DRAWING NO.
J o 040v2022 .IssueD FOR PERMIT 0 :. .. BTB-BC-BCPL-UP-RD-0052
.. .. .. I)PI t)RAWING NA • 2529A•2R924d15.PUW0052
LIBERTY COUNTY, TEXAS LEGEND
JOHN V TC SURVEY, ABSTRACT NO.55 BCPL CL
3 RIGHT-OF-WAY
u i PROPERTY LINE
Z EDGE OF ROAD
CLROAD
e( a i- - �— CL RAILROAD.
O a TOP OF EALLAST
oC ;' Q ,.. c0.� - 02 � � � - TOE OF BALLAST
kZ yrR. 0> XZ —X— FENCE'
o m (9 O�t9'� Z O O J —P OHPOWERLINE
a Lu 0 N � 0 aas, Lu—�I---- FOREIGNPIPELINE
Q IL
aai ao v a n —u— UTILITY
TOP OF BANK,
cl,191
zi
+ + + + — — — TOE OF SLOPE
cm — - — CL DITCH
N:13950890.82 \ BCP-JE-062.900 N:13950895.07 \
E:3518712.91 E:3518720.00.
LAT:30.0199498° LAT:30.0199606°
LONG:-94.1001361. \ L LONG:-94.1001132"
CL PROPOSED 36" BCPL PIPELINE
21.9' 18++.1' \ ' 63° 62" ; 22.2' 19.6
•�•+ I--4 F -V f ----I F -
1 12° EMOC-141 P/L
PLAN 10" EMOC-139 P/L
HORIZ: 1" = 40'
z :3a
N ' .Z
Lu
a 3
o a 1= a. o
z d z o 191
¢ Q ULu
z Ox Z-g C4 dto o Z O O �
R mW W
N ¢ n. .- e r g°i co v ¢ a
° NATURAL GROUND � 'n
a'f— a'g•- .�— N
0 2V ............................................................... 20
r-6 (5' MIN.)
F ............6.7' (V MIN. CLR.) .......:...... .
3 10' ... ........... 10 ..
4' MIN. COV. 1
D 1 ,
o p ... 5.0' (5' MIN. CLR.).. ........ 2' MIN. CLR.... CL
10. ............. CL PROPOSED 36"BCPL PIPELINE ... , ........ -10'
(T,O.P. EL. 46'.)
w 11T CROSSING PIPE -
i_20'. ..................................:...................................• -20' 4-29-2022
1+00 2+00 2+46
R PROFILE +,.0����\\1`
3 HORIZ:1"=40' (E OF
.. p. ........... .•_ ,1
3 NOTES: VERT;1" = 20' �; •
Y 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PASTTHE RIGHT-OF-WAY LIMITS.
2 2 PROPOSED PIPELINE WILL MAINTAIN MINIMUM T CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. / * ? ••• ••
3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). """ "'•••"•'••"""•"•"......""�
i 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. I JEFFREY C. DELEON .
5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. ........................................
Y
1 SPECIFICATIONS: �, �o� 93803 �A
Y 1. PRODUCT: CRUDEOIL �.1� ' ENS��'"
2. CROSSING PIPE: 36.00' O.D. X 0.515' W.T., AN 5L, X70, SAWL, ORL,1&32 MILS FBE 1, F •••��••' G�
r 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG L
" 4. INSTALLATION METHOD: OPEN CUT `
r DRAWN AC DATE 04n312022 BEAUMONT CONNECTOR PIP LINE PROJECT BCPL
L CHECKED JCD DATE 0411312022
r APP'D AK DATE 0411312022 E ®n ®b' I UTILITY CROSSING DRAWING
SCALE AS SHOWN SHEET ,oF, PROPOSED 36" BCPL PIPELINE
JOB NO. 2529e SANITARY LINES (CITY OF BEAUMONT)
l Universall'e asus
D BCP-JE-062.900
�;. INTERNATIONAL
j QI Term Regi t" d E"gi"... i"g firm: F-1942 DRAWING NO. _ REV.
L 0 04/2912022 ISSUED FOR PERMIT BTB-8C-BCPL-UP-RD-0095 0
UPI DRAWING NO.:2529&26229.415•PMW0095
JEFFERSON COUNTY, TEXAS LEGEND
JOHN VEATCH SURVEY, ABSTRACT NO.55 SCPLCL
—P4V— RIGHT-OF-WAY
—e— PROPERTY LINE
°D Y EDGE OF ROAD
�_ _
CLROAD
O q Q --�— CLRAILROAD .
m W S m ¢i CID ¢L �' w 2 Tj r"TTr TOP OF BALLAST
¢L K Z U u. O O tL p w Z U TOE OF BALLAST
O != O. w x. 1y O Q�t -� : — X — FENCE
Oan.Lu o.-O o _j a0" za°w_--a —P— OH POWER LINE
F-. k a U F- w 0 w I- R,7p a a U --I F— FOREIGN PIPELINE
gm —u— UTILITY
0 0 + + A 2 —�— TOP OF BANK .
—TOE OF SLOPE
N:13953334.62 . I I BCP-JE-064.910 — - — CL DITCH
E: 3522790.66
LAT:30.0261932' ( 1 I
LONG:-94.0869381 ` sl
�89a .ZI II CL PROPOSED 36" B(PL PIPELINE
1
24" CULVERT
12" EMOC•141 P/L I
10" EMOC-139 P!L I 1 OR 16.5'
+ �1.f
6,
ETC P/Lub -
r HIGHLAND AVE.
N PLAN
N HORIZ:1" = 40'
z
Q W W
U Y Y pQ
0 d Z O O C-¢ j
.a . . .
¢aL x Z_ U u_ O cn O 'LJ2 Lu.O
y aoq.WaU U) I'C:'�Yn.wp
O �Q t.U� W 1p WFt_ Qo.0
W co 40m C7 O C9 CD CAN m CD
i CA O O - N Q CD co ¢� GD 10
NATURAL GROUND o ` � � + + + + +
40... ............................... .... 7.... 40'
a
20' ,............ 20'
0 0' .... .............. ...:.......r"',
.. .. 0
4 20' ...-2V
' (6M.
d 40 98 (10' MIN. COV.) ' ' ' ' CLR. 4
-60' 60'
L) -
d -80' :. '.............. .. 80,
m
m
1+00 1+95
CL PROPOSED 36" BCPL PIPELINE PROFILE 5-19-2022
L HORIZ:1"=40'
(T.O.P. EL. -87.5) " _ \�
3 VERT:1 -100' '� (E OF
NOTES,TF�-��i
:
2 ,gip ............ q 1
3 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PAST THE RIGHT-OF-WAY LIMITS.
Y 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2 CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
2 3. COORDINATE SYSTEM: NAD 83; TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83•SCF).
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION 1 INSTALLATION ACTIVITIES. /�."""""""/
6. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. I - JEFFREY C. DELEON /
x :................................::....04
SPECIFICATIONS
2 1 �o 93803 � 40
Y 1. PRODUCT: CRUDE OIL , "'•.
J 2. CROSSING PIPE: 36.00" O.D. X D.750" W.T., AP15L, X70, SAWL, DRL,12.16 MILS FBE S 20.24 MILS ARO t �X` "'",CENS�Q "\C���
D 3. MA)ONUMOPERATING PRESSURE: 1,300PSIG
Y 4. INSTALLATION METHOD: HOD
S. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
Y Dr:awN
JMc_
DATE :
02ne12022
E®n®bi'
BEAUMONT CONNECTOR PIPELINE. PROJECT BCPL
L CHECKED JGL
'
DATE 0212812022 '
ROAD CROSSING DRAWING
'
APP'D
AK
DATE
0212812022
PROPOSED 36" BCPL PIPELINE
SH 93 (TXDOT)
SCALE AssHDwN_
SHEET 1DF1
m rondo. 2529e
__UniversalPegasus
INTERNATIONAL
BCP-JE-064.910 & BCP-JE-064.915
3.
5
zPERMIT..
1
0511712022
ISSUED FOR
®�dI(;°° Texaa Heghlered Eny"kri"¢ plan: F•19dg
DRAWING NO.
BTB-BC-BCPL-UP-RD-0061
REV.
1 .
0
04/0612022
ISSUED FOR PERMIT
-
no: non:uu:r_ un. ncno" nnn�-es.e.n"
nna�
oC
Z
J a p .Y. ZYZ
W SZ 'O m U LL
O- J O 1= O
p W n- a 0 . a.
gL M o. � o
� O U7 N M
•+-
o �.
x X --7C
N:13954024.22
E:3529118.22
LAT: 30.0273558'
LONG:-94.0668687'
APPROX. BORES PIT
ri
mm'GI®
L10" MR-16 P1L
SSLINOCO MPL-108 P/L
JEFFERSON COUNTY,'TEXAS LEGEND
JOHN A VEATCH SURVEY, ABSTRACT NO.55 BCPLCL
RIGHT-OF-WAY
—E-- PROPERTY LINE
EDGE OF ROAD
Of O: 0: — - — CLROAD
0 c .. 0 3 Y Y w 0 0 0 .. iL V i z ---1— CL RAILROAD
O Ix O ¢ n. O O ~ O X a `1 ¢ p ' -, I,—� TOP OF BALLAST
'M 0 a m R a: OJ z TOE OF BALLAST
LL az LL x ai . W' a win LL O r`oLLmxu�m. w X— FENCE
Lu 7 w ~ U J U V J O w w d �-' W OI= O O V J E U— P— OH POWER LINE.
0 y J C9 0 a z W = Y Z W w a. o u) J o m O w a. z W ;t Y�� �- FOREIGN PIPELINE
o Jw O J aw°- ',t zuiaOaOJwmOJOOw° a%9z—u— UTILITY.
w 0 w U Q LL a LL o- H Q W V -mow F-U e- F- LL o Q 0 TOP OF BANK
CON M ti CO M O MM'M N LM LA M
+ o TOE OF SLOPE
�'�-• e+- N N NN M M MMM C2 CM CMMM +V+'f .'*'e V• CL DITCH
I IF
J i BCP-JE-077.900 N:13953905.44 BCP-JE-078.900 =
E: 352926126 I
LAT: 30,0270128'94 LONG:-.0664297° a APPROX..
CL PROPOSED 36"BCPL PIPELINE r BORE.PIT
40° =I I . I 88° —
i
10" MR-16A P/L I I I i 36.1'
+l- 04' EDGE OF APPROX; BORE PIT +1- 35' EDGE OF
TO EDGE OF ROAD x . X-��X APPROX. BORE PIT
PLAN TO EDGE OF ROAD .
HORIZ:1" = 60'
x
Z
O
G
?. Y
w3�'}.
W�+��
aCL 0.
Lu
LL
LL
O
J
O
Z
LL cLLmx'rnm w
UZLLOOZ CO O LLU LL LLL Z0
OZ>
W
O.
d
2
W
a)
yJ
7
OUww
'--
^:r
Uwm
Q
JO0WO.]WOHOOUJw
w W O- rU'y-m0 dO W O. Z W
U
j
WOa-9L
J
U
O
O'
W
J W
0
O
W
w.W
U Q IL
.._LLr
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CD
tt+t
M
m
-O
+
M
M CC
co
t+
M ISMMMMNM �N I
LD M MM'M In O —t
+ + + + + + + t+ + + + + +
N N NN M co M M M M co mcn Mid' 'r��
30' ................1 ... MIN.) ............... .........NATURAL.GROUND....................... 27' (5' MIN.).:: ....... 30
20,... ...:..:.....:.......: .. ..... .... .. ' .. 2p, .
SEE NOTE 6 . SEEN 6 . 16 31':
13.0'
�.T4 5'MIN. COV... (5' MIN. COV.) ...... 5' MIN. COV...........10' 15.46' _.. ,T MIN. CLR........ , 16.13' .... 10' ..
p ... ; .........:....................12.2' (V MIN. COV:) .:.... p
....... :. ......................................................................
345' CROSSING PIPE
APPROX. 1+0p _ 2+00 3+00 4+00 4+67-
BORE PIT CL PROPOSED 36" BCPL PIPELINE PROFILE 5' MIN. CLR.. APPROX.
(T.O.P. EL. 6,4')HORIZ: V = 60' BORE PIT.
VERT. 1" = 30' �\\
NOTES:
1. 'CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF &PAST THE RIGHT-OF-WAY LIMITS.
T: PROPOSED PIPELINE WILL MAINTAIN MINIMUM Z CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
3. COORDINATE SYSTEM: MAD B3, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83SCF).
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIORTO EXCAVATION! INSTALLATION ACTIVITIES.
S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.
& DEPTH AND SEPARATION WILL BE DETERMINED BY HYDROVAC DURING CONSTRUCTION.
SPECIFICATIONS: .
1. PRODUCT: CRUDE OIL
2. CROSSING PIPE: 36.00' O.D. X 0.688' W.T., AP15L X70, SAWL, DRL,12.16 MILS FBE & 20.24 MILS ARO .
3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG
4 INSTALLATION METHOD- BORE
5-18-2022,E 0 F-
............
93803
'f..................................JEFFREYC.DELEON .. /
.
�. I
DRAWN Jn1c
DATE
03109n022
BEAUMONT CONNECTOR PIP LINE:PROJECT. BCPL
z
CHECKED JGL
DATE
0310912022
E,%&^n
I
ROAD CROSSING DRAWING
APP'D: AK
DATE
ON912022
SCALE AS SHOWN
SHEET
roFt
PROPOSED 36" BCPL PIPELINE
JOB NO. zszss:
V
SULPHUR DR / SPINDLETOP RD. (CITY OF BEAUMONT)
III`_ UniversalPegasus
/ BCP-JE-078.900 / BCP-JE-078.9101 BCP-JE-079.900
=
INTERNATIONALBCP-JE-077.900
'i�IGp�
1
05117/2022
ISSUED FOR PERMIT
7aae Ite&Ieced EC¢ieeeri°g Firm: Fd962
DRAWING NO.: -
REV.
0
0411812022
ISSUED FOR PERMIT
BTB-BC-BCPL-UP-RD-0069 :
1 :
JEFFERSON. COUNTY, TEXAS LEGEND
PELHAM HUMPHRYS'SURVEY, ABSTRACT NO.32 BCPLCL
RIGHT-OF-WAY _
¢- PROPERTY LINE
- - EDGE OF ROAD'
- CL ROAD
' r CL RAILROAD
_] U
-7+--r
ti tirTTOP OF BALLAST Lu eD ao TOE OF BALLAST
X - FENCE
p a RIUNE
QO wao�0. z� N a0 0 p z0 } N 0¢Z p �� --I F- FOREIGN PIPELINE
W -u UTILITY
W=i1icr: ILL.
3 01Li=wk mLL LL ix �� mLL -= w LLm KS mLL �- TOP OF BANK
O zLLJU- I-`t LLO = OULLp u-O O = O u.0 LLO. O Ou. OCU LLO _ _ _TOE OF SLOPE
W-�OOOt¢ Ow z w�0lx Ow L- w 09 OW w0 pG� Ow
EL W zn °-m a c0 = O amwa a.0 _ cO w a CL O _ OIL ao Q.0 - - - CLDRCH
IL aw0='� �- OC -2 a' OHO OD O Ott OO 10 DO a-i OD
GOLDEN a aLLI-Oc-b'.- f-w Es LL wUl-� ►-w v vi LOU I -a rw 0 z wF- ace �w
CACM�M CON M O)tn ti S co 00 Nr Mr- co COO M. MCO
TRIANGLE PIL prrNN M v nao'�oo or M v m t� eoao NM 140
NN N N NN NN M mco
MM -MM
r
' _ N:13952818.56 BCP-JE-083.910 BCP-JE-OB3.92
Tr F- E: 35332.69 0'
6
L
°N:13952771.11 LAT:30.0235626° N:13952866.6
35E: 3533208.57 LONG: -94.053541 84° E: 3533311.51.
LAT. X0234382° LAT: 30.02368
LONG:-94.0541219° LONG:-94.053AIBCP-JE-083.
is11 I84°CL PROPOSED36900 + I BCPL:PIPELINE
AMOCO RD AMOCO RD. EXIT PLAN AMOCO RD. EXIT
HORIZ.1" = 50'
Lu
lx
�[ W ,lSl 0 8 a CD r �
0 � zJ � z � } � 0¢ ap Y0 � N a0 a p Y¢o'
a W od zd�. a JI o- cc ¢� a .i a� ¢�
..�' W COW�7� mLL :S Q LL=!n� mLL � W .' LL U) COLL W LLm - S mLL
z LLSG71'- LLO H O.ULLO LLO V, = O LLO LLO = OLL xU u:0
Wvoa ,�' ow = z wL0r Ow = wa a� '� ►- wO �o ar? a za O (L 0 O C7own. CLO = (Da. a
IL ° wOx�N`. OD c O�oa 00 O o Oa po -1 O DO a Oo
3 NATURAL a a'L'O' - rw c� LL wc)ra �w v 0) w 1-a I--w 0 z w- ace . I-w
} GROUND c CnMlzrm-6 CD N M rnLOUA; rno M ao Ln r �� co coo Coo cnco
O OrrNN M-r .CO r-corn+ p M sr Cp 1� MW O NM 1n co r-f
+++++ ++ + +++t i + t t + t +t t ++ ++ +t
..... _ .. ........ .�...... �'.... NN ...... .. N ....N N NN M...... MM MM MM 4O' -
. .. ... ..... ... ...... ..
1
20. ......................................... .......... 20'
i .
0' ........ .....�........... ......... ........ ........ ................. 0'
. 20' 71.1' 83.6' 91.9' -20
s2.4' , , ; , , CL PROPOSED 36", .. .. ,
= (5' MIN. COV.) (10' MIN. COV.) (10 MIN. COV.) (10' MIN. COV.) BCPL PIPELINE
i s -..'.'.....: (T.O.P. EL.
............ ........-os40aoo'
s.........._..:........._................aa'
so'
1+00 2+00 3+00 3+92
PROFILE. 4-18-202Z+��\\\\�
HORIZ:1 = 50' -+
VERT:1'=100' 7.qt OF
NOTES:AV
.. :.•• '..• S
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PAST THE RIGHT-OF-WAY LIMITS. •: �k
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM? CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. / #
3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX8MCF). ..............
4. ALL UTILITY DIAMETERS AN D DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. I JEFFREY C. DELEON /
5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. ff...............................:........
SPECIFICATIONS: �I -o� 93803 ;•��
IL PRODUCT:. CRUDE OIL �� ��•��CENSE�'� ��"�
2. CROSSING PIPE: 36.OT O.D. X 0.741' W.T., API 5L, X70, BAWL, DRL,12.16 MILS FBE & 20.24 MILS ARO
3. MAXIMUM OPERATING PRESSURE:1,30OPSIG L
'. .4. INSTALLATION METHOD: HOD
DRAWN JMc DATE - 0310312022 BEAUMONT CONNECTOR PIPELINE PROJECT BCPL
CHECKED AS DATE. 031030022
APP•D . AK DATE. 0310312022 . E ®n Mob! I ROAD & DITCH _CROSSING DRAWING
SCALE ASSHOWN SHEET 1OF1 PROPOSED 36" BCPL PIPELINE
i JOB NO. 25208
HIGHWAY 69 SOUTH FRONTAGE ROAD & HIGHWAY 961287169 (TXDOT)
� 10% UniversalPegasus
' 0 oo INTERNATIONALBCP.JE.083.900, BCP-JE-083.905, BCP-JE-083.910, & BCP-JE-083.920
E,�°e°aoe Ftrn,: r•1942DRANRNG NO: REV.
! 0 04/1812022 ISSUED FOR PERMIT BTB-BC-BCPL-UP-RD-0071
UPI DRAWING NO.:25298.26229.415•PM*0071
JEFFERSON COUNTY, TEXAS LEGEND
PELHAM HUMPHRYS SURVEY, ABSTRACT NO.32 BCPL CL .
—R/R— RIGHT-OF-WAY
—e— PROPERTY LINE
EDGE OF ROAD
CL ROAD
--�-- CL RAILROAD
pp pp p' Z' -rrr---rTr TOP OF BALLAST
O Ya ¢`1nw. nw.3 `l¢ `� O ¢Y iu ZZT+ YLu TOE OF BALLAST
OG — X — FENCE
OZ ZO O O 00 ZO Q W O -j-jO Q —P— ON POWER LINE.
�¢ o: x �zd� moo: ¢� o:o:d
LLm s�LL LLcn=an mLL C7 ^ LLm ppopww LU . - FOREIGN PIPELINE
OLL QULLO OLLLLULLD LLO ,Q.. W OLL Uj0iL�'S� Z —U— UTILITY
w0 p.~Ow wpp1=0� Ow a .2 w0 ZIA
OOa..j TOP OF BANK
00 Ii_J00 000_J0oa, Oo -1 O00xxa a — - — TOE OF SLOPE
w F-- QC)hw whF-UF-a F-w 0 u. w1-. 00a a _ _
CL DRCH
O N 'COD tO co •cFco to tp N a) �•- c 0 (W tO h
CA CA 00�� to tnh h�h CAT Nc7 to CD CDhh .
00 ��.-� NN NNNNNN
SULPHUR PLANT RD.?k, I BCP-JE-084.920 GOLDEN TRIANGLE P/L
N I N + LAT.
li N:13953202,26N E35336:LONG73.04
822I$ 1 -9405 979° I I
Z Ir 111
N N:13953148.63 85°
CL PROPOSED 36" BCPL PIPELINE I E: 3533616.27
I
1 LAT: 30.0244281
LONG:-94.0527874° + I
U ) BCP-JE-084.910 _ I I
PLAN AMOCO RD.
m HORIZ:1" = 50'
o
a c�,
rn _ O
g h o u,
o ?+ o w w3 �I o "..' zz3
z0 0Yd ap Y0 �. OC 0`1z JJp Q
0 0 ¢ d ¢a X�O Od. ¢a Q w C� WQ. tR: Ewwae
LLm XxmLL ulwmco m1J.. a I� l.Lm, ttp�w��uu W
Ou. pULLO OLLLLULLp -0 p F m OLL 1 ;►1000 Z
q WO �COu, wOOCOy Ow Z .- w0
00 a0po o00o0a Oo -� pa' -� uj
00 J xxa n
p', WI- QUhw Lou12p Uha � hW 0 LL � LOU U-m OOQ C.
ON O_c)c0 M�+ C7 LOW O. Ntn m pp CA tfJh. .
j 00 00�� t0 t0h hl�h D)01 NM to tD 1+0 .
a ++ + 1, ++++++ ++ + ++ ++ +++
U - 00 �•-a-�-e- a-r-r-�-�a- .-a- N NN NNNNNN '
40 NATURAL GROUND 40
20 ................. ... 20
82.2 ............... 10' MIN6COV........... fi......... .
w -20' :..... (10' MIN. COV.) ) 5' MIN......... 20'
40' ....... 40'
a -60, .............. -601
.
-80' ............ ...............................---By ..
1+00' 2+00 2+94
CL PROPOSED 36" BCPL PIPELINE PROFILE
(T.O.P. EL.-62.4') HORIZ:1° = 50' 4-27-2022
a VERT:1" =100'
IE NOTES:Aw
OF
PEE T£ ��
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF S C� PASTTHE RIGHT-OF-WAY OMITS. ' • •••• •••• •�'q�,,I
to Z PROPOSED PIPELINE WILL MAINTAIN MINIMUM Z CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. *. ; • •'; * ,
3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). / * #•,
A
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION IINSTALLATION ACTTVRIES. /••..............•"'•'•.••.••.••
5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. / JEFFREY C. DELEON /
CL
SPECIFICATIONS: :.............:.................:.......
1 / -o'• 93803 � /-
1. PRODUCT: CRUDE OIL �, 'AO �� Q ��/�
2. CROSSINGPIPE:38,00'O,D,X0.741'W.T.,API5L;X70,SAWL,DRL,12-16MILS FBE&20.24MILSARO 1 CENSE• N# do
m 3. MAXIMUM OPERATING PRESSURE: 1,300PSIGS •••.• :,�-G�•�- -
4. INSTALLATION METHOD: HDD
ty 5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
w
w DRAWN AC DATE o311512022 BEAUMONT CONNECTOR PIP LINE.PR JECT BCPL
� CHECKED ; - AS DATE. 03n512022 APP'D AK DATE 0311512022 E*,o n M ®b' ROAD &DITCH CROSSING DRAWING
I
3 SCALE AS SHOWN. SHEET 10F1 PROPOSED 36" BCPL PIPELINE
LL JOB NO. 25298
o HIGHWAY 347 NORTH & HIGHWAY 347 FRONTAGE ROAD (TXDOT)
`4% ��UniversalPegasus
o - BCP-JE-084.910 & BCP-JE-084.920
�� • '+� INTERNATIONAL
T.. Regimt d E°p°ccd°` Fl m F•1942 DRAWING NO. " REV.
� o o4nnzoz2 IssueDFORPERMIr BTB-BC-BCPL-UP-RD-0073. 0:
UPI DRAWING NO.:25298.26229.415-PMW-0073
APPLICATION FOR
UTILITY CROSSING AGREEMENT
OUTSIDE THE CORPORATE LIMITS OF
THE CITY OF BEAUMONT
THE STATE OF TEXAS §
COUNTY OF JEFFERSON §
Business Name -,—MOBIL PIPE LINE COMPANY Business Phone: 800-557-5200
Business Address; 22777 S rin woods villa e Parkwa --Spring., Tx 77389
The City of Beaumont, hereinafter called "City", for and in consideration of the
Burn specified herein $500.00 application fee plus $2.25 linear feet for total of $513.50
hereby grants to Mobi*l,Pl*j2e Line Cornnny hereinafter called "Licensee",
the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of
Oil, gas, water, or products, on or across the following City easement and/or property
situated outside the City of Beaumont, Jefferson County, Texas, but being within our Extra -
Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and
being more particularly described in Exhibit "A" attached hereto and made a part hereof for
all purposes.
Nearest Street Distance to Easement
Length Linear Foot of Crossin
Bo t Road 1 65" sewer line
Erie Street 3 12""& 1 6" sewer line
. ..... ... .........
Port Arthur Road 2 20" water line
.... . .. ........... . ..........
COST OF LICENSE:
Licensee shall make payment to the City of Beaumont as follows. -
License Agreement fee - $500.00
Annual fee of $2.25 per linear foot of pipeline located within City property.
Said fee shall be reset on January 31, 2011 and shall be reset every ten (10)
years, thereafter, to a level to be determined by the City Council or their
delegated representative.
All fees, including the first annual fee for linear foot usage shall be made to the
Water Utilities Department and payable to the City of Beaumont prior to
construction.
This license is granted by the City of Beaumont subject to conditions. Failure to comply
with the following may result in termination of agreement (see page 8).
Licensee does not intend to sell product for resale from the covered pipeline
to customers located within the City; however, Licensee recognizes that
should it sell product for resale from this covered pipeline to customers
within the City, it will be required to report such distribution and when
lawfully required to do so, pay a street rental fee based on revenues. The
annual fee and the regulations controlling the payment of such fee will be
those as lawfully established by the ordinances of the City.
All pipelines crossing City of Beaumont utility easements, water or sanitary
sewer easements shall be bored from easement line to easement line, within
these limits, the pipeline shall be protected by casing or other method
approved by the City water Utilities Department.
The pipeline shall be constructed in such a manner as approved by the City
so as it does not interfere with the use of the City property.
+� The pipeline shall be installed a minimum of three (3) feet below ground
and a minimum of five (5) feet below the lowest existing or proposed ditch
grades, waterlines, sanitary sewer lines or storm drainage lines, unless
otherwise authorized by the City. Such grades and lines shall be indicated
on map submittal, as well as depth of proposed pipeline (see page 3).
The construction and operation of the pipeline shall not interfere with the
2
natural drainage in that area nor with the drainage system of the City, nor
with sanitary sewer lines, waterlines, or other utilities.
Damage to existing ditch grade during construction or maintenance of the
pipeline shall be corrected and the ditch grade shall be restored to the
condition and grade at which it existed prior to construction or maintenance.
Bore pits shall be backfilled according to City standards.
Excavations necessary for the constructIP
ion, repair, or maintenance of the
pipeline shall be performed in such a manner that will cause minimal
inconvenience to the public. Licensee shall promptly restore the area to as
good a condition as before working thereon and to the reasonable
satisfaction of the City's water Utilities Department.
Operations along easements shall be performed in such a manner that all
property where operations are performed will be restored to original
condition or better. No equipment or installation procedures will be used
which will damage any structures. The cost of any repairs to structures,
sanitary sewer lines, water lines or other easement features as a result of this
installation will be borne by the owner of this line.
Any construction which takes place in, on, under, above, or across property
not owned by the City shall require additional permission by the owner(s) of
the property involved. written proof of said permission is to be provided to
the City as part of the application process. Approval of this license
agreement excludes permission to do any construction on property which is
not owned by the City of Beaumont.
Any licenses, permits or agreements required by another governmental
entity (County, State or Federal) to adjoining property shall be obtained and
a copy of such document shall be provided to the City.
Licensee shall be responsible for acquiring all agreements necessary for the
lawful use of any private property.
0 A reap showing the location of the proposed pipeline shall be provided.
The pipeline shall be maintained and operated in such a manner as not to
leak and/or cause damage to the City property. Once the pipeline is in
operation, any damage that occurs to the pipeline which results in exposure
or release of product must be reported immediately to the City Fire
Department and water Utilities Department. Licensee shall fully
cooperate with the Fire Department and provide, or assist with providing,
any and all necessary notifications, evacuations or other necessary actions.
Leaks or other; defects are to be repaired immediately by Licensee at it's
3
own cost.
The Licensee shall be responsible for the cleanup and remediation of
contaminated areas due to exposure or release of product and any and all
costs associated with said cleanup and remediation.
The Licensee shall be responsible for any and all costs associated with the
relocation of the pipeline. As provided, the necessity for relocation of the
pipeline shall be solely within the discretion of City.
Installation will be done in accordance with all City standards and statutes
of the State of Texas.
REQUIRED COVERAGE:
Licensee shall furnish the City with a Certificate of Standard Liability
Insurance, including bodily injuries and property damage, naming the City
of Beaumont as an Additional Insured. Such policy shall provide for the
following minimum. coverage:
Bodily injuries: $ 300,000.00 per person
$1,000,000.00 per incident
• Property Damage: $1900090II0.00
Such insurance shall be maintained in force and effect during the
construction or required maintenance of the pipeline and during the life of
the pipeline.
Such certificate shall contain a provision that at least fifteen (15) days
wrltten notice must be given to the City prior to cancellation, alteration, or
modification of such insurance.
Licensee shall have in force with the City a surety bond in the principal
amount of $1,000,000.00 . The bond shall be payable to the City of
Beaumont for the use and benefit of any person entitled thereto and
conditioned that the principal and surety will pay all damages to any person
caused by, or arising from, or growing out of any violation of the terms of
this agreement. The bond shall provide that it may not be cancelled, altered,
or otherwise modified without giving fifteen (15) days prior written notice
to the City. The bond shall be good and in effect for a period of one (1)
year from the date of completion of construction of the pipeline.
+� Licensee shall indemnify, save and hold harmless the City of Beaumont
from any and all claims for injuries and damages to persons or property
4
occasioned by or arising out of the construction, maintenance, operation,
repair or removal of the pipeline. This indemnity expressly extends to
claims alleging negligence by the City of Beaumont, its agents, officers or
employees, arising from actions taken or occurrences under this license
agreement.
If the pipeline or any part thereof installed by Licensee shall be in any
respect damaged or injured by City or any of its agents or employees in
connection with the performance of any work or repairs that may be done
upon the property mentioned herein:
Licensee shall not be entitled to prosecute or maintain a claim against the City of
Beaumont for any such damage or injuries so sustained by it; however, said
conditions shall not prevent Licensee from recovering against any contractor
who shall damage Licensee's property in the course of such contractor's
performance of any contract with the City.
OTHER. CONSTRUCTIONMAINTBNANCB WITHIN PROPERTY:
City will use its best efforts to notify Licensee of any proposed construction
and/or maintenance, to be done by City forces or by contract for the City,
within the property involved with this license.
Notification, to Licensee, of other construction and/or maintenance
permitted by the City and within the property involved with this license will
be the responsibility of the company obtaining said permit.
Licensee shall mark the location of its lines within forty-eight (48) hours
after receipt of such notification of proposed construction.
Licensee shall maintain a local, or toll free, telephone number to be called
for notification of construction or maintenance and for location of lines.
Such number, or charges to such number, will be provided to the City
(water Utilities Department) and kept current at all times. This number
shall be provided to entities permitted to construct, maintain or excavate
within this City property and which are required to provide notification of
such work. when information has been relayed to Licensee, through the
phone number provided, such contact shall constitute notification for
Licensee to provide location of its lines. Failure, by Licensee, to respond
within the required time frame shall alleviate the responsibility of the
person(s) requiring the lines to be relocated.
City reserves the right to lay, and to permit to be laid, sewer, gas, water and
other pipes and cables, and to do or permit to be done any underground
5
work that may be deemed to be necessary or proper by City in, across,
along, or under the property. In doing or permitting any such work, the City
of Beaumont shall not be liable to Licensee for any damage occasioned$ it
being understood that nothing herein shall be construed as foreclosing
Licensee's rights to recover damages against any contractor or third party
who may be responsible for damages to Licensee's facilities.
Whenever by reason of the change in the grade of the property occupied by
Licensees' pipeline, or by reason of the location or manner of constructing
drainage structures, water pipes, gas pipes, sewers, or other underground
construction for any purpose whatever, it shall be deemed necessary by
City to relocate, alter, encase, change, adopt or conform the pipeline of
Licensee thereto, such change shall be made promptly by Licensee at its
cost and without claim for reimbursement or damages against City. If the
change is demanded by the City for the benefit of any other person or
private corporation, except the City, Licensee shall be reimbursed fully by
41
the person or corporation desiring or occasioning such change for any
expense arising out of such change; Licensee will, upon notice from. the
City, make such change immediately and at its own cost; it being
understood that City will not participate in any part of the cost of any
change involving relocation, altering, encasing, boring, or changing in any
manner of the pipeline where same is within City property.
NOTIFICATIONIINSPECTION:
Any and all work to be performed on City property shall be observed and
inspected by a City representative. Any work to be performed within the
City limits will be subject to periodic inspection to ensure compliance with
construction standards.
o Licensee shall provide the City (Water Utilities Department) forty-eight (48)
hours prior to the installation of the lines permitted by this license. A
representative will be scheduled to be present. The expense of such
48
inspection services may be billed to the Licensee and such amounts will be
reimbursed to the City.
Licensee shall notify the Water Utilities Department at least forty-eight (48)
hours prior to completion of work and removal of equipment from the job
site to permit the City to make an inspection.
rol
SPECIAL CONDITIONS :
Nonassi nable
This license is personal to the Licensee. It is nonassignable and any attempt to assign this
license will terminate the license privileges granted to Licensee hereunder.
Termination
This agreement is subject to termination by the City if any condition specified herein is not
met. This agreement may also be terminated by the Licensee. Either party attempting to
terminate this agreement shall give written notice to the other specifying the date of, and
the reason for, termination. Such notice shall be given not less than thirty (30) days prior
to the termination date therein specified. Any written notice may be effected either by
personal delivery or by registered or certified mail, postage prepaid with return receipt
requested. Mail notices shall be addressed to the addresses of the parties as follows. -
City of Beaumont Mobil Pipe Line Company
P.D. Box 3827 22777 Springwoods village Parkway
Beaumont, Texas 77704 Spring, Texas 77389
Attn: City Manager Attn: Kelli McMahon
Upon cancellation, the pipeline shall be removed and property restored to a condition
acceptable to the Water Utilities Director. In the event of cancellation, any and all monies
collected for fees associated with this agreement will remain the property of the City.
There will be no reimbursements.
N
Commencement of work on the pipenne by Licensee after the date of this fully executed
license shall be construed as evidence of Licensee's acceptance and approval of the
condftion&_*wo_-&�_-e._ti.
IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents
to: be signed by its City Manager and the seal of the City to be herewith affixed by the City
Clerk 'this rA day of Tel i
'I LQO
CITY OF BEAUMONT, TEXAS
,AV
A
By:
Printed Name,
Title: City Manager
APPLICANT'S COMPANY NAME:
(Licensee)
0
-Mobil Pipe Line Compqw-_
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Represented by.,
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_Kelli McMahon
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City lerk
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COUNTY, TEXAS D
H.T. & B. RAILROAD CO. SURVEY, SECTION NO, 11, ABSTRACT NO. 148 BCPL CL
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CL HORIZ: 1 41Y (T.O.P. EL. -98.5 oto
0- NOTES,:
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VERT 1 100' 00' 1*rr
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-Olf-WAY LIMITS, 00 60
OP 00
IL 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM TCLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. 0 0
3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, Ul.S. FOOT (TX83-SCF). $ago*$ AV
a. 4. ALL UTILITY DlAA4ETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES, JEFFREY C. DELEON W
5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. 0 as #4 4 as 0 0 0 0 0 0 a 0 0 0 0 6 a 0 60 0 6 0 be a a go 0 0 a soa 0 OW
93803
SPECIFICATIONS' o 0V�?
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1. PRODUCT: CRUDE O,IL S*44Sdoaor
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2. CROSSING PIPE: 36.010"0.D.XO.741*W.T.,API 5L,X7'0,SAWL,DRL,12-1,6MILS FBE&20-24MILS ARO
CK 3, MAYJMUM OPERATING PRESSURE: 1,30OPSIG
to,
4w INSTALLATION METHOD: HDO
DIRAWN imc DATE 03/15/2022
BEAUMONT CONNECTOR PIPELINE PROJECT (BCPL)
CHECKED AS ID�ATE 03/1512022
ROAD & DITCH CROSSING DRAWING
APP"D m DATE 03/1512022'
M b I
SCALE ASSHOWN SHEET I OF 1 PROPOSED 36"' BCPL PIPELINE
JOB NO. 25M
BOYT RD (JEFFERSON COU�NT�Y)
niverk
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.40 BCP-JE-027.240.,900 & BCP-JE-029.2301.900
z MR INTERNATIONAl-
DRAWING NO. REV.
0 04118/2022 ISSUED FOR PERMIT I3TB-I3C-I3CPL-UP-RD-0006 0
UPI DRAWING NO.: 25298-25229-415-PMW-0006
N COUNTY, TEXAS LEGEND
H.T. & B. RAILROAD CO. SURVEY, SECTION NO. 14, ABSTRACT NO, 5616 1 Nlihopl—olw BCPL CL
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APPROX. BORE PIT-1 APPROX. BORE PIT
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....... ..................... 230"CROSSING PIPE ......
APPROX,-. T— - 1+00 2+00
BORE PIT CL PROPOSED 36"' BCPL PIPELINE PROFILE
VERT: 1" 201
-WAY LIMITS.
NOTES:
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5 PAST THE RIGHT OF
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM CLEARANCE OF 5'FOR CITY OF BEAUMONT UTILITIES AND MINIMUM 2 FROM OTHER UTILITIES AND FOREIGN LINES-
3,. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTHCENTRAL ZONE,(TXOSCF).
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES.
5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.
C 6. DEPTHS OF HIGHLIGHTED UTILITIES SHALL BE DETERMINED VIA HIYDROVAC DURING CONSTRUCTION.
SPECIFICATIONS:
14.
1. PRODUCT: CRUDE OIL
2. CRO$SINGPIPE: 36.010"0,D.XO'.750'W.T.,,API 5L,X70,SA' L,,D,RL,,12-16MILS FBE&2'0,-24MILS ARCS
3. MAXIMUM OPERATING PRESSURE: 1,,30OPSIG
4. INSTALLATION METHOD: BORE
'vo-1 5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
APPROX.
BORE PIT 3+72
51-27-201212
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JEFFREY C. DELEON
93i803 001i
too**
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I sIZATAY112, E
CHECKED
JGL
DATE 02/1712022
IDATE 02/17/20,22
ROAD CROSSING &
D AT E 02J17/2022
TEMPORARY CONSTRUCTION APRON DRAWING
�SCALE
ASSHOWN
jO-B NO.
26298
PROPOSED 36" BiCPL PIPELINE,
UnivensCatpegastils,
S MAJOR DR / FM 3146 (TXDOT)
BCP-JE-038.910
INTERNA,riONAL
ISSUED FOR PERMIT
jlslccd Eiagincellirtg Fknr F-1942
IDMWING NO.aw
BTB-BC-BCPL-UP-RD-0046
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. . . ....... UPI DRAWING NOi.: 25298-26229-4115.PMW-Math
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E: 3492928.691 MIDMIDI �
N: 13947420.37
LAT: 30.,01355300 E: 3�49304�7.72i
LONG: -94.1819836c L,AT: 30.01334640
LONG. -94.18161700
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>- HORIZ: 1 10101
NOTES: VERT: 1" 100'
Q
w 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 6'PAST THE RIGHT.OF-WAY LIMITS.
in 2. PROPOSED PIPELINE WILL MAINTA3N MINIMUM 2CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
'r-
a1� 3, COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF).
1 4. ALL UTILITY DIAMETERS AND DEPTHS, TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION ACTIVITIES.
iX 1 6. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.
CL
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SPECIFICATIONS:
i. PRODUCT: CRUDE OIL
2. CROSSING PIPE: 30.00" O.D. X 0.750" W.T., API 5L, X70, SAM DRL, 12-16 MILS FBE & 20-24 MILS ARO
3, MAXIMUM OPERATING PRESSURE: 1,300 PSIG
4. INSTALLATION METH OD: HDD
S. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
DATE 021IN022
JGL
DATE
02/1812022
�DATE
02118/2022
SCALE
AS SHOWN'
JET
1OF2
Ii i
SSUED FOR PERMIT
ISSUED FOR PERMIT
ISSUED FOR PERMIT
5-24-20"22"'
loft Ift
ow
000
JEFFREY C. DELEON
o$`-- 938iO3
00,
91ENS��- dw
A
ROAD CROSSING &
TEMPORARY CONSTRUCTION APRON DRAWING
-- ------- - - PROPOSED 36" BCPL PIPELINE
1-10 (TXDOT)
4 li'lliversalPegasus
BCP-JE-039.,9100, BCP-JE-039.910, AND BCP-JIE-039.,920
INTERNATIONAL
DRAWING NO. r w M-BC-BUL-UP-RD-0047
77� . .. .. . . . .... ...... . . . ... . ... .... ....... ... . .. .. . . .. .. .. .. . .... . . ..... .
UPI'DRAWING NO.: 25298-26220.,4115.PMW.0047
0
X Z
—j
W
CL
4x CL
8" MPL-1 13 PIPELINE
" MR-6 PIPELINE-.
PLAN
HPIZ: 1"' _ 4'
.5"
25.0" i
24.31
" w
i
0
r..ul0
a�a ui
0
C
ro
� ui
0—
CL
�
CL
a wunrr
NATURAL GROUND
,= CLm
40
Cal
IV"
� �t
+
"" +
�.
40'
....
• .� «
�
...............
w a ««
Ad�ryry'''
201
.
. .. . . . . . . «
Y.
4�01
APPROX. 90.4'
.........
«
(350 MIN. CL 1r,).
-610
. " . .
rye. . r . . . . .
« . . . . . « «
"1 .
. . . . . . .
. . . r . . . . .
. . . . . . . «
.1001
....................«
...
1+0
PROFILE
HO IZ'« 1"-49
VE T"» 1 "=1 1
Imu
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5" PAST THE RIGHT-OF-WAY LIMITS.
. PROPOSED PIPELINE WILL MAINTAIN MINIMUM T CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
3, COORDINATE SYSTEM: NAD E3, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX,83-$CF)..
4. ALL UTILITY DIAMETERS ER s AND DEPTH r TO BE CONFIRMED PRIOR TO EXCAVATION 1 INSTALLATION, ACTIVITIES.
9 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAYBE CHANCED IN THE FIELD DURING' CONSTRUCTION.
Ix
0. SPECIFICATIONS,.,
1. PRODUCT: CRUDE OIL
2. CROSSING PIPE, 6.00' OD. X 4.7 0" W.T., API SIL, X70, SAWL, DRL,12.1,5 MILS FBE & 20.24 MILS ARO
3. MAXIMUM OPERATING PRESSURE. 1,300PSIG
4. INSTALLATIONMETHOD: HDD
'DATE 117411312022
« CHECKED
�
JCD
DATE 04/13/2022
�lliuuu»>I.
r u,�o r1wiA�PP
w}r�
D
AK
DATE 0441131202
fill
�i �l�i � 11f� ���
��� "UU�,1
1�
SCALE
AS SHOWN
SHEET 1 OF 1
,�cb JOIB NO.
25295
LEGEND
BCPL CL
RIGHT-OF-WAY
e PROPERTY LINE
EDGE OF ROAD
„- CL ROAD
CL RAILROAD
TOP DI~ BALLAST
TOE OF BALLAST
FENCE
P OH POWER LINE
FOREIGN PIPELINE
UTILITY
«�. «..�... a.r.._.. TOP OF BANK.
-� TOE OF SLOPE
CL DITCH
401
G01
1
CL PROPOSED 36"BCPL PIPELINE -3-2022
OF
ow
1
or
JEFFREY C. as
93803 #a Q
000 of k; so
, -4/CENS9- dwi
WATER
i
LINE (CITY OF BEAUMONT)
P 0 4., 3
ISSUED FOR PERMIT
R 1 i0"'4
JEFFERSON COUNTY, TEXAS
SA►MUEL STI "E RS LEAGUE, ABSTRACT NO. 51
z
b
C
z
�� .".� ��
09 v q z z
c� w:� wf r-w<w �<W* c
LULLJ COOCLL u-< z Ljj
z�0 0U)
�� >top�
�Lij � L)�W w jcLmww mm �- ; U c!Icaaswcom (D
C)cD� C� + (D(D -comma
ETC PIPELINE.
ETC PIPELINE
TPC PIPELINE
LEGEND
E'CPL CL.
RIGHT-OF-WAY
e PROPERTY LINE
EDGE OF ROAD
CL ROAD
CL RAILROAD
TOP OF BALLAST
' TOE OF BALLAST
FENCE
P OH POWER LINE
I FOREIGN N PIPELINE
u -- UTILITY
TOP OF BANK
--�- --- TOE OF SLOPE
.. CL DITCH
. TPC PIPELINE
.�" MPL-1 13 PIPELINE
MR PIPELINE
MR-1 PIPELINE
z PLAN
H OI IZ;1, r 51' 0
ui
7 > .�-. L
Lj
0ilz�>.
w � - w
ce z
""ece
00 L
uULCoC .gin >�Lm<�j ��
ICE ;. C cry �
Lti a.. oui !N2:E 0) 0 =:)
z p
mQm=l 0- 5- Lu
CL CL� ,-1 0: 0 CL M
NATURAL AL GROUND
6 I ..........................
0.
83.71 5' I I I N.
0 � .. .... 1 MIS N. ' I iIIN.
C OV-) CLIP,) CLR.
-60' ......... ... ..
-80' 4 . ......................
1+00 2+00
CL
PROPOSED 36"BCPL PIPELINET. " " .. . ` Donn,NOTES,"0-
NOI IZ 1" 0'
I. CROSSING PIPE ELEVATION' SHALL EXTEND A MINIMUM OF 5' FAST THE RIGHT-OF-WAY LIMITS. +� �.
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2- CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. VEIN; 1 _ 10
0- 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRALZONE, U.S. FOOT (TX03-SCF),
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION ACTIVITIES.
CL 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANCED IN THE FIELD DURING CONSTRUCTION.
SPECIFICATIONS:
a.
w 1. PRODUCT: CRUDE OIL
. CROSSING PIPE: 35.00' O.D. X 0.750" IIW.T., API 5L, X70, SAWL, DRL,12.16 MILS FSE & 20.24 MILS ARO
3. MAXIMUM OPERATING PRESSURE: 11, p0 PSI'C
4. INSTALLATION METHOD: HDD
'�o I S. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
CHECKED JGL DATE 0310112022 ,IF,
ii ROAD DITCH CROSSINGDRAWING
APP D AK DATE 03101/2022 E„���,
SCALE AS SHOWN SHEET I OF 1 i ; PROPOSED 36" BCPL PIPELINE
JOB NO. 25298
SiH 12,4 (TXDOT)
Ljf li-vieil',-�sz j g",ya slul s'
BCP-JE-041.300i.900
ISSUED FOR PERMIT
fq
DRAWINGINTERNATIONAL
� �_
ff OR37to
pre,
Mok
pill
4
amp 'MN
40
0I
1p
010
ow
rwwr
low
db
Me
ru
,.III w
Mw
ful 9
03/14/202,2
�CHECKED AS IDATE 03/1412022
ROD & DITCiH CROSSING DRAWING
DATE pig A
!SCALE AS SHOWN wo 144 to) a IDIOM
PROPOSED 36BCPL PIPELINE
JOB NO. 252918m.
F'RINT ROAD (iEFFERSON COUNTY)
UniversailPegrasus
BCP-JE-i044.9iOO
INTERNATIONAL
DRAWING NO. . . .... Te"'Ka's Regisktilimol Enginccring Fivrkc F-19,12
ISSIUED FOR PERMIT BTB-BC-BCPL-UP-R,D-iOiO5i2
UPI DRAWING a.
LIBERTY COUNTY, TEXAS LEGEND
JOHN VEATCH'SURVEY, ABSTRACT NO. 55 BCPLCL
RIGHT-OF-WAY
w ui PROPERTY LINE,
us EDGE OF' ROAD
CL ROAD
ui CIL RAILROAD
ce a- w
0 a: 09 111 TOP OF BALLAST
ti 9 0 TOE OF BALLAST
w 0 . .11; ui X FENCE
cl) cf)■0 8 0-% z
0 ('D z 0— —P— OH POWER LINE
LU M M CL luu FOREIGN PIPELINE
CL 0. c i�o c CL
- (o 0 CN — v— UTILITY
CL v- 00
TOP OF BANK
TOE OF SLOPE
T + + + 21
04 CL DITCH
N: 13950890.E BCP-JE-062.900 D N: 13950895.07
E: 3518712.91 E: 3518720.00
LAT: 30,01994980 LAT: 30,01996060
LONG: -94-1001361 LONG: -94. 100 113201
CL PROPOSED 3" BCPL PIPELINE -\
I I I -a N I I
21.91 \ '63,D 620
12"EMOC-141 P/L
PLAN '�—1 0" EMOC-1 39 PIL
HORI,Z: In 401
z Z'
uj
-i z
�i n �
cL
z 0
0 w
cn 8 co
>
0 z
CL W 0 Q =) 0 IL W
CL CL cf)4) 0. CL
zi Z4 9 —
co
NATURAL GROUND Cl
+ +
%- IV-
201 .......... ...... ............................ I ................
51(51 M IN.) 51 (51 MIN.)
.... ...... 6-71(51 MIN. CLR.) ....... Y.w ...........
y ............
4'MIN. COV.
I �o I ffij I I I I I I I I I I I I I A I I o
2'MIN. CLR.
ol ......... 5.0'(5'MIN. CLR.). 4 . . . . . . . . . . . . . . . . . . . . . . . . . . .
llhjj%w*
.101 ............... ...... CL PROPOSED 36" 13CPL PIPELINE ............
(T.O.P, E,L. .1.61)
I 17'CROSSING PIPE 4,4
-20' -1 .......................... ................... I ..........................
1+00 2+00
!:R PROFILE
z
H2ORIZ: 1" = 40'
00-- NOTES: VERT: 1"= 20'
9 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-OF-WAY LIMITS.
a. Z PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
3. COORDINATE SYSTEM: NAIAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U,S. FOOT (TX83-SCF).
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES.
S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.
w
a- SPECIFICATIONS:
1. PRODUCT: CRUDE OIL
2. CROSSING PIPE: 36.00"O.D. X 0.516" W.T., API 5L, X70, SAWL, QRL, 16-32 NAILS FBE
3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG
4. INSTALLATION METHOD: OPEN CUT
Ul
20'
101
of
-10,
4022
2+481
loft ow Aj��. 0198*00 000* *1 , .4
JEFFREY C. DELEON
00*4 ***#90604 *sees;$
93803
0 oes :k;
N St'�- dool
L
DIRAlli% AC DATE 04/13/2022
CHECKED JCD DATE 04/1312'022
..... .. . . ..... . ... ... ...
UTILITY CROSSING DRAWING
DATE 04/1 M022
SCALE AS SHOWN PROPOSED 36" BCPL PIPELINE
�� SANITARY LINES (CITY OF BEAUMONT)
3
U'lliversa .1 e.. g,as,tj.s
BCP-JE-062.900
DiRAWING NO.
ISSUED FOR PERMIT BTB-BC-B,CP'L-UP-RD-0095
JEFFERSON COUNTY, TEXAS
LEGEND
JOHN VEATCH SURVEY, ABSTRACT NO. 55
BCPLCL
cffmmmm *mum== RIGHT-OF-WAY
60 % w
— I PROPERTY LINE
LU
�e
C5 rw
0 - Uj
Uji
EDGE OF ROAD
CL ROAD
z :E 0
w OQ Z _J .0 <
cr- lf� m
CL RAILROAD
-rT-r— TOP OF BALLAST
LU 3: CID
U_ 0 0 U_ 0
> W
0 x :r
0 U_!0 0 go
ii,
TOE OF BALLAST
0 w 1= 0 Uj
ALL. CL Uj a 0- cq
ULJ 0 W - i �_-
Q a. CL LU C)
x — FENCE
f 0. M _j C) 0
2 < C�L 0 I-' Uj
j er z
ucj, =)!k CCLL -0j
P OH POWER LINE
FOREIGN PIPELINE
co 4=) m Cfl> C>
cr) C= C)
+ + + +
C>
(0 co
(0 (0 r 00
+ + z + +
UTILITY
y TOP OF BANK
TOE OF SLOPE
N: 1 1 3953334.52
BCP_JE-064,91L_)l
CL DITCH
E: 3522790.6,6
LAT. 30,02619320
LONG: -94,08693810
890
i
CL PROPOSED 36" BCPL PIPELINE
Its
24" CU. LVERT
12"EMOC-141 P/L
10" EMOC- 139 P/L
Jill
00
Ll
16. 51'
1 17.6'
I
ETC P/L
HIGHLAND AVE.,
PLAN
HORIZ: 1 " = 40'
<
cc
ui
Lul
lic r.
�e Z
0 z 0
.j
w
ft-i
0 Z 0
W_ < >
Cc * Uj LL
U_ X 2 0 Lj_ 0
0 —
V)
4m
LL 0 COW 0 x
L�L 0 z
0
0 Uj
a - CL uj CL aq
Uj 0 <
0 CL CL w
r.L Uj
opt Z CL_j
LLJ C-4 D CL 0
NATURAL GROUND
CCR C>
-IV + + + +
(0 m cq (0
(D (0 It— 00 CID
+ + + + +
400 ..
.................
..........................
........ ...... .....
40
200_
201
........
..... ..........5C.L.
01
-201-
............
r.
............
......-.2
001
101.31
'MIN
.41
---98'---I.....(101
MIN. CCTV. 9I'
411
600
-0....
..............
....
..... ...... ...
-60'
80
................ 11 ....... .,80
0_-
-1001
................
...................
-100,
1+00
1+95
CL PROPOSED 36" BCPL PIPELINE
PROFILE
(T.O�.P, EL,. -87.51)
HORIZ: 1!"= 40'
I/EnTa 4" — 4AA1
-J
NOTES:
a.
a.
1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF UPAST THE RIGHT-OF-WAY LIMITS.
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM ZCLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
CL
3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF).
4. ALL UTILITY DIAMETER$ AND DEPTH'S TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES.
a.
6. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION..
w
SPECIFICATIOwN�:
&A.
1. PRODUCT: CRUDE OIL
2. CROSSING PIPE: 36.00"O.D. X 0.7W W.T., API 5L, X70, $AWL, DRL, 12-16 MILS FBE & 20-24 MILS ARO
3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG
ce-
4. INSTALLATION METHOD: HOD
to
S. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM
Fj
DATE 0128/20222 m
CHECKED JG'L DATE 02/2812022 j
2 for,
APP'D AK DATE 02128/2022
E MNDDD
SCALE AS SHOWN SHEET I OF 1 144111,'
99az
Ufa 0
45' li� 'dPek.)-asus
in, vel v rsa
. . . . . ......... . ------
INTERNATIONAII.,
ISSUED FOR PERMIT
TeNa'A Reigborlled 1",ngirlicirifing Firm: F-1942 0
ISSUED FOR PERMIT
5-191-2022
40
ow �4
047&
00 4
JEFFREY C. DELEON
0 0
93803
L
SiH 93 (TXD0T)
'atiCIP-JE-064.910 & 13CIP-JE-064.915
REV.,
BTB-BC-BCPL-UP-RD,-0061 1
UPI DRAWING NO.: 25298-26229.415-PMW-0061
APPROX, BORE PIT
r
I 10A.000e l,
JEFFERSON COUNTY, TEXAS LEGEND
JOHN A VEATCH SURVEY, ABSTRACT NO. 55i BCPLCL
■
lool
AM AW AmMw
ow
aim
a to
0, Film
30!. 6';,l 10" M R-1 6'A P/L
36.1
po
ql 4 -;OT F- Ir
BORE PIT 35'EDGE OF
+/. 841 EDGE OF APPROX.
x
APPROX. BORE, PIT'
TO EDGE OF ROAD, ..1
10" MR-16 P/L PLAN TO EDGE OF ROAD
SLINOCO MPL-108 P/L HORIZ: 1"= 60'
ui
Z
ce Ulf cr_ cr_ :n
a ce W z CL W W >_
in �e 75cr-
E w w CK CL — g c; �4 �4 � S 0 a-
-Ir 6 ce 0 0
oe :ze =) 0-el cr_ w Cie w 02 w
>; w Z
z C)i 0 z (_)uj Z LL 0 0 0 LL0 U_ U_ LLF
sell LL LL_ 0 -1 Ow— jK 0 b U) 0
w 0 W 0 CL (D
CL CL a- goi cle z goo; ol a. 0 W CL W CL 0. �12
0 _j tiol 0 -ji w z Z
LLJ
!� 041 CW:l Z-11 U—j CW:, p d Fo- R UZ_ OWL C<L xo , M3 =5
CD I= ul) ul) 00 (4 m CD C)l m cr) cr) IN cle) u) M,
v—
+ + + + + + + + + + + + + + + + + + + + + +
VM ll v— Ir— Ire C4 c1q m m mmmm cf) co m cvl ACT 14" 11 let
30-1 .................................................................. ..................... I
* : I --- 4mol ........ -730
15,1 (5' M I N NATURAL GROUND 27(5MIN.)
............... SEENOTE6.S...... .. .31'
20'
13.01
101- 14.87' TMIN.cov .......... (51 MIN'. COV.) ..... 5" MI�N. COV. ...... 16.13" loll
5'MIN1, CLR. ........
L I j --t ......
0",....... . ... .......... . .... ................... .....
l2,2'(6'MIN, COV.) 0
.511 ...... .. ........ .... ............... ................ ........... 9.11(50 MIN. COV.), ......
PIPE I
APPROX. 1+00 2+00 3+00 4+00 4+67
BORE PIT CL PROPOSED l 36" I3CPL PIPELINE PROFILE 51 MIN. CLR. _J APPROX,
I Wr)Pl7w i " =An" BORE PIT
VERT: I" = 30'
NOTES#-
1,. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-OF-WAY LIMITS.
2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.
0- 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF).,
4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION ACTIVITIES.,
0. 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION.
6. DEPTH AND SEPARATION WILL BE DETERMINED BY HYDROVAC DURING CONSTRUCTION.
0- SPECIFICATIONS:
1. PRODUCT: CRUDE OIL
i
2. CROSSING PIPE: 36.001 O.D. X 0.688" W.T, API 6L, X70, SAWL, DRL, 12-16 MILS FBE & 20-24 MILS ARO
3. MAXIMUM OPERATING PRESS,U'RE: 1,PSIG
4. INSTALLATION METHOD: BORE
"�W�=DATE 1110'.l 0310912022
5-18-2022
4" to 0 Fl
low
loop C
so
so,
gg` moo
JEFFREY C. DELEON W
111 goose*** 66*00 60OW040060w
lo see 9380l3
go
%mf
�17
DATE 0310912022
. . .. .... . ...
ROAD CROSSING DRAWING
DATE 03101912022
SCALE AS SHOWN iOF1
PROPOSED 36" 13CPL PIPELINE
JOB NO. 25298
SULPHUR DR SPINDLETOP RD (CITY OF BEAUMONT)
UniversiaI.Plegasius
BCP-JE-077.900 BCP-JE-Oi78.900 BiCIair -JE-078.910 BCP-jE-079.900
ISSUED FOR PERMIT
WrERNATIONAL
-
"Texah Reigisiered F61H,F-19,12
DRAWING NO.
S- S- U- E D- FO R--P--E- R-- MIT
wow TB-BC-BCPL-UP`-RD-0069
JEFFERSON COUNTY, TEXAS LEGEND
, o � , �, �, � , � � I u � � u , I � I,, � I � o I, I u u � � o o I � o � B C P L C L
PELHiAM HUMPHRYS SURVEY, ABSTRACT NO.�w , 32 #A— RIGHT-OF*WAY
PROPERTY LINE
EDGE OF ROAD
CLROAD
OAD CL RAIILR
0 111 1 TT- OP OF BALLAST
0 w
04 — 00 00 TOE OF BALLAST
o X — FENCE
w
o to 0 UJ5� P — OH POWER LINE
0 !�e < LO CL C) �e< I FOREIGN PIPELINE z q 0 Oq 0 0 ZO 8z z —U- UTILITY
CC LU W ;�w mcx _j < uji CaLumui ca u- CO LL x is
LL LLO LL-m LJ- y TOP OF BANK
0 M ALL., u- 0 X 0 u- lj- 0 Ou- LLO
< OW (D ui W
� Z WES011 0 OLU Luo 0 LLJ
a- jg: add 3: =)i (D 3: 1- w ,L. a CL(D L DITCH
C
CL W ZCL m ow (5 Ili CLO 0 w CL a-(D (D CL
GOLDEN Cp 0)m Ict m Co co V) mur- cnc=� m co ul) v- tnr-, m (OF r-> mco
,r- CS41 )
TRIANGLE, P/L + + + + m+ + + + + + + + T + + 1+0 V+*
0404 C14 cm 04" m mce) (y) m m m
le
N: 13952818.66 BCP-JE-083.910 p -JE-083.920
cl, - I i / .- 11
I E: 3533259.69,
Lur Pll
N: 139527,71
E: 3533208-57 LAT: 30-02356�260 N: 13952866.66
35 LONG: -94-0539541 0 840 E: 3533311.51 0
331
LAT: 301,0234,3820 1 LAT, 30.02368870 3
LONG: 1 -94,054121110 � 1 LONG: -94-0537841 0
850 to LE tA") 840
c1r) LO
C
CL PROPOSED 36
Bcp.j + 6BCPL PIPELINE
BCP-JE-08�3.900
10
AMOCO RD. EXIT AMOCO RD. EXIT
AMOCO RD. EXIT' PLAN
HORIZ: 1 50'
cm
0 E j
=) w
0 00 W
-w
z (00 Llj:*c
0 d 0
t01 zo OQ 0,?
a z
Oc' Lu
0 ui
W CQLU=:Uj LL U-X-cn Ca LL u- cn cou- Li-M
auju-3�:(-)F- 5t LL 0 LL 0 LL0 Ou- LLO
)50 6 L'i -ZW om OLU 1�, LU 0 W C)w LLJ%-,F
W C L 25 (,D OW
zr.L CL (D CD wow 0-0 M 0 L" o- 0 CL
w
L < a- O-jo 0 0 PC uj 0 OR Act w a., p 0
NATURAU-1-- 0 0 "Ir- �- 0 w 0 U. �-!� R w 00 0 w wi l z ui
C= mmlqrmc:> co " m Mu">Lorll- CD c1l) m co V),r-- tnrl-. (0 CD 00 C) Mto
4= C)v- v- CN cv m,%r w fl%- 00 00 00 T- vi t*- 00 00
GROUND + +
Ir- Ir- C14 04' C114 eq (NC4 01)
Re
401— .. ........................................................ ...........................
40,
............ I ........ .....
20
09— ............. ................................. ............................ ...........................
-201 .......... 83.6' 91.91 92.4' ...... (301- PROPOSED 36". -20'
COV.) (10MI�N. COV.) (10MI�N. COV.) (10'MIN. COV) 8CPL PIPELINE
............. ......... ................ 0 ...... ......
-401--- (T.O.,P. ELM -68.31) 40
-60'- ................ ....... ............. 11 ................. .... ................. --60'
V,
-80 .............................................................................................................. -801
1+00 2+00 3+00 3+92
PROFILE 4-18-2022
HO,RIZ: 1"= 50' 00110
oe\,; ID F
VERT: 1" = 100' 4 , 0#0000
Ral
JEFiFREY C. DiELE1 ON
III
MI 0 10 3/202 2
ql
DATE 03/03/2022
. . . ...... ........
ROAD & DITCH CROSSING DRAWING
CA u:m
II
DATE 03103/262
SCALE ASSHOWN
PROPOSED 36" 13CPL PI'PiE,LINE
JOB NO. 25298
HIGHWAY 69 SOUTH FRONTAGE ROAD & HIGHWAY 96 / 287 69 (TXDOT)
as,u�NNNs;,
I3CP-jE-083.900, BCP-JE-iO83.9105, BCP-JE-083.910,, & 13CIP-JE-083.920
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ISSUED FOR PERMIT
13T1M-I3C-BCPL-UP-RD-007l
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UPI DRAWING NO.: 25298-26229-416-PMW-00T-
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'IN: 13953202,211w m
E: 3533,6iI73.04
LAT: 30.02456870
LONG: 052�59790
LEGEND
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P-- PROPERTY LINE
EDGE OF ROAD
CL ROAD
CL RAILROAD
TOP OF BALLAST
TOE OF BALLAST
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—P— OH POWER LINE
FOREIGN PIPELINE
—u— UTILITY
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N: 13953148.63 8
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CL PROPOSED 316" BCPL PIPELINE E: 353361�5.27
LAT: 30.0244281
LONG: -94.0527874'
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MCP -JE-084.910
HORIZ: 1" 50' AMOCO RD.
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03/15/2022
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. . . .... . ........ . .......... . ...
.ILIIM�03III /1512022
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ROAD & ROSSING DRAWING
TE 03/15/2022
SCALE ASSHOWN SHEET I OF I
PROPOSED 36!BCPL, PIPELINE
JOB NO. 2'5298
HIGHWAY 347 NORTH & HIGHWAY 3i47 FRONTAGE ROAD (TXDOT)
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BCIP-JE-084.910 & BCP-JE-084.920i
9, lop INTERNATIONAL
DRAWING NO,
1"c,was Regisiciied EnigiFwc(iog Firnu, F%V)42
ISSUED FOR P,ERM�IT BTB-13C-BCPL-UP-RD-0073
7
UPI DRAWING NO., 25298-26229-415*PiMW-0073
- E: U E3 E3 "'
Surety 0 + 908,.903.3485
202,Bi Halls Mill Road, PO Box 1650 F + 908.90■3.3656
Whitehouse Station, NJ 08889-16501
Federal insurance Company
License or Permit Bond Bond No. 1,( 41577733 Amount $i I 000,000.00
Know All Men By These Presents,,
0 -1
(hereinafter called the Principal), as Principal, and the FEDERAL INSURANCE COMPANY, a corporation duly organized
under the laws of the State of Indiana, (hereinafter called the Surety), as Surety., are held and firmly bound unto
Tt'
(hereinafter called the Obligee),
4
inthesumof----------------------------------------------------------------------------
M00.00 -------- ____ 4
Dollars ($ 1,000 ), for the payment of which we, the said Principal and the Said Surety, bind ourselvesi,
our heirs, executors, administrators successors and assigns 0 .
5; . jointly and severally, firmly by these presients,
0 0,
WHEREAS, the above bounden Principal has made application to the Obligee for a license or permit)W(
License & Pennit Bond for Construction of a New 3i6" Crude Pipeline That Will Cross Utilities (Sewer, Water Lines, etc.) Outside the City Lilnits, of Beaumont, TX
0
in accordance with the rules and ordinances of said Obligee pertaining to same,
PROVIDED, however, that the Surety may terminate this bond as to future liability by giving thirty (30) days written
notice to the Obligee at the above address, such termination not to affect any liability 'incurred or accrued prior to the
i expiration of said thirty (30) day period.
day of Julyl 2022.
Principal
By
F e,r nsurance Company
. ........ .... .....
v
By
J6' n 1E. senberg, Attorney- in -Fact
Form 15-02-0159-1 ED (Rev. 7/17)