HomeMy WebLinkAboutRES 13-090RESOLUTION NO.13 -090
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 TransCanada Keystone Pipeline, LP, substantially in the form attached
hereto as Exhibit "A," to install a thirty -six inch (36 ") pipeline which will cross various water
line and sanitary sewer easements near Hebert Road, West Port Arthur Road, FM 3514
and Highway 347 located outside the city limits of Beaumont for the purpose of
transporting oil, said pipeline is to be constructed in compliance with City requirements.
2013.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 30th day of April,
APPLICATION FOR
UTILITY CROSSING AGREEMENT
OUTSIDE THE CORPORATE LIMITS OF
THE CITY OF BEAUMONT
THE STATE OF TEXAS §
COUNTY OF JEFFERSON §
Business Name: 1rans P,r uAad0s. KQ45h"P- & iN U7Business Phone:( ) I S - 03-VIP0
Business Address: i � TGxas �i4e 2400 l MMA,51 n l X 1100 �
The City of Beaumont, hereinafter called "City ", for and in consideration of the
sum specified herein Sle+ F D
hereby grants to
'Trayv, (AMAAk,, 4�" Q t�e� he. , L P 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 Crossing
Vc&r -i0tk s - See
V0,rtPk&-%
EXHIBIT "A"
COST OF LICENSE:
Licensee shall make payment to the City of Beaumont as follows:
o 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).
GENERAL CONDITIONS:
a 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.
o 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.
o 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.,
o 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).
2
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 backf`illed 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.
o 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 bore by the owner of this line.
o 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
Iicense agreement excludes permission to do any construction on property
which is not owned by the City of Beaumont.
l
o 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.
o Licensee shall be responsible for acquiring all agreements necessary for the
lawful use of any private property.
o A map showing the location of the proposed pipeline shall be provided.
o 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 providnig,
any and all necessary notifications, evacuations or other necessary actions.
Leaks or other defects are to be repaired immediately by Licensee at it's
own cost.
o 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.
o 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.
o Installation will be done in accordapoe with all City standards and statutes
of the State of Texas.
REOUIRED COVERAGE:
o 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:
o Bodily injuries: $ 300,000.00 per person
$1,000,000.00 per incident
o 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.
a Licensee shall have in fore 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.
o Licensee shall indemnify, save and hold harmless the City of Beaumont
4
from any and all claims for injuries and damages to persons or property
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, it's 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 AINTENANC WITHIN PR I'ERTY:
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.
a City reserves the right to lay, and to pen-nit 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.
o 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.
NOTIFICA'ITONJINRECTION:
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
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 pennit the City to make an inspection.
Cal
SPECIAL CONDITIONS:
Nonasdgnable
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 Name of Licensee: - rc�v►s Ci�v+a Ke V� ► ` ►�� ► L
P.O. Box 3827 '�� T2xGS •- �Su►�G ��b�
Beaumont, Texas 77704 Address of Licensee:
Attn: City Manager City and State of Licensee: !'�eu�, T� '�1�113ti.
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.
VA
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 WH`NESS. 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
ATTEST:
City Clerk
CITY OF BEAUMONT, TEXAS
Kyle Hayes, City Manager
APPLICANT'S COMPANY NAME:
(Licensee)
lr �C,�06 �?�,%f -) L?
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yRepreseflted by:
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Title
ATTEST:
By. Secrets Ricardo S. Lopez
Authorized Signatory
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JEFFERSON COUNTY TEXAS
DAVID A. CUNNINGHAM SURVEY, ABSTRACT N0. 1511 x
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FLOW 21ft. / j EAOSiNGC 130942.876
NORTHING: 10886068.36
PROPOSED sI `'O' EASnNc: 1301668.69
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PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD HDD): 36" 0.0. X 0.748' W.T. PLAN COORDINATES BASED ON
X-•70M DSAW PIPE W/14 TO 16 MILS FBE & 30 MILS ARO HORIZ: 1" =100' UTM ZONE 15 NORTH,
MINIMUM TEST PRESSURE: 1,816 PSIG NAD83, U.S. SURVEY FEET
MAXIMUM OPERATING PRESSURE: 1,440 PSIG'
CARRIER PIPE TO BE EXTERNALLY COATED La
FOR CORROSION CONTROL NOTE:
PIPELINE TO BE CATHODICALLY PROTECTED ACTUAL SEWER/WATER LINE LOCATION
PIPEUNE DESIGN AS PER REQUIREMENTS OF PART 195 I= rQ TO BE VERIFIED PRIOR TO CROSSING
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION) z
TRAFFIC TO BE MAINTAINED DURING INSTALLATION a
PIPELINE TO BE INSTALLED BY HORIZONTALLY DIRECTIONAL ORiLLED a
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NATURAL. GROUND
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. ...... ......... ........... ............................... 20'
10' ................ :................. .............16- PVC WATER UTILITY .. . 12" PVC -FM 1o'
SANITARY SEWER
0' ... ... .................... 0,
............. .. ..... ............................ .. ..... —10'
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—20' ....... .. ........... 20'
—30' . ...... .......................... ....... 30'
5' MIN. CLEARANCE ----5' MIN. CLEARANCE
s—40' ......... .. ........ ... .. .. ......... I ......... I.... ........... —40'
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HORIZ: 1" =100'
j VERT: 1 " =50' I z
16" PVC WATER UTILITY & 12" PVC --FM SANITARY SEWER CROSSING DRAWING
PERMIT 2°
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SUITE 100 HOUSTON, Tx, PROPOSED PIPELINE CROSSING i F
71 77081 -7776 AP ED BY: 1S" PVC WATER UTILITY & 12" PVC-FM SANITARY SEWER 1
JOB NO. 11042.00 IG—L GTC SCALE 1" =100' DWG No 4387- 03 —ML -03 -504 IREV 1
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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EFFERSON COUNTY TEXAS
DAVID A. CUNNINGHAM SURVEY. ABSTRACT NO. 15
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1 FLOW _ /56* PIPELINE
NORTHING: 10885924,79
EASTENG: 1305474.62
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COORDINATES BASED ON HORIZ: 1 " =40' NOTE
UTM ZONE 15 NORTH, ACTUAL SEWER /WATER LINE LOCATION
NAD83, U,S. SURVEY FEET TO BE VERIFIED PRIOR TO CROSSING
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M OSAW PIPE W/14 TO 16 MILS FBE & 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NATURAL GROUND
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......... 10'
0' TOP OF PROPOSED--/ . ..... 0'
5' MIN. CLEARANCE
--10' 36" PIPELINE ............. ...
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PROFILE
HORIZ: 1 " =40'
VE R T: I"=40'
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1/N 16" PVC WATER UTILITY CROSSING DRAWING
PERMIT
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PROPOSED PIPELINE CROSSING
SUITE I� "ousrorl, TX.
7707' P" 16" PVC WATER UTILITY
71s- 977 -7770 CHECK APPROVED BY:
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PLOTTED SIZE: ANSI A (8.501) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
JEFFERSON COUNTY, TEXAS
WILLIAM CARROLL SURVEY, ABSTRACT NO. 13
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PROPOSED
b NORTHING: 10887426.79 `" PIPELINE x
\ \ FASTING: 1306530.48
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COORDINATES BASED ON HORIZ: 1 " =3O'
UTM ZONE 15 NORTH,
NAD83, U.S. SURVEY FEET
PRODUCT: CRUDE OIL
NOTE:
ACTUAL SEWER/WATER LINE LOCATION
CARRIER PIPE (ROAD BORES): 36' O.D. X 0.618" W.T.
TO BE VERIFIED PRIOR TO CROSSING
X -70M DSAW PIPE W/14 TO 16 MILS FBE & 30 MILS ARID
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REOUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NATURAL
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20' ............ ....... ..........
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0' . ............................... TOP OF PROPOSED ...... 0'
5' MIN. CLEARANCE 36" PIPELINE
.............................. _ .... ............................... .......................................... ......... —10' 1
PROFILE
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VERT: 1 " =30' 1
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PERMIT
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4848 LOOP CENTRAL OR. UPI 01 07 2013
SUITE 100 HOUSTON. TX PROPOSED PIPELINE CROSSING
711 PH. 7137077;770 CHECKED BY: APPROVED Sr. FARM TO MARKET ROAD 3514
JOB NO. 11042.00 IG -L GTC SCALE 1 " =30' Dwc "O 4367- 03 -ML -03 -506 R� 0
PLOTTED SIZE: ANSI A (8.501) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY TEXAS
DAVID A. CUNNINGHAM SURVEY, ABSTRACT NO. 15
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NORTHING: 10887768.87 /
36" PIPELINE EASTING: 1306771.22 / FLOW
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COORDINATES BASED ON
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NAD83, U.S. SURVEY FEET
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NOTE:
ACTUAL SEWER /WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
NATURAL GROUND
16" PVC WATER UTILITY -\ - " - - - 1 20'
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D, ...... , 5' MIN: CLEARANCE 5' MIN. CLEARANCE
0,
TOP OF PROPOSED
-10' 36" PIPELINE .. .. -1D'
PROFILE
HORI Z: I"=20'
VERT: 1 " =20'
S" PVC SANITARY SEWER & 16" PVC WATER UTILITY CROSSING DRAWING
PERMIT
TransCanada FIA CHAINAGE: DISCIPLINE
iJniversalPega us ^,,,, 4387 M.P. 479.7 03
1141 ERNATtON AL ORIGINATOR: TITLE KEYSTONE XL -- GULF COAST
SLAT LDS HOUSTON. TR. PROPOSED PIPELINE CROSSING
swrE ,00 Nousrow. Tx. UPI 01 07 2013
a'sii PiiTO HECKED BY: APPROVED BY: $" PVC SANITARY SEWER & 16" PVC WATER UTILI7Y
JOB NO. 11042.00 IG —L GTC I SCALE 1 " =20' 1 DWG No 4387- 03 —ML -03 -507 I REV 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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PLAN
HORIZ: 1 " =20'
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M OSAW PIPE W /14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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20 I- 6" PVC SANITARY SEWER- �
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NOTE:
ACTUAL SEWER /WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
NATURAL GROUND
16" PVC WATER UTILITY -\ - " - - - 1 20'
Im
L-
D, ...... , 5' MIN: CLEARANCE 5' MIN. CLEARANCE
0,
TOP OF PROPOSED
-10' 36" PIPELINE .. .. -1D'
PROFILE
HORI Z: I"=20'
VERT: 1 " =20'
S" PVC SANITARY SEWER & 16" PVC WATER UTILITY CROSSING DRAWING
PERMIT
TransCanada FIA CHAINAGE: DISCIPLINE
iJniversalPega us ^,,,, 4387 M.P. 479.7 03
1141 ERNATtON AL ORIGINATOR: TITLE KEYSTONE XL -- GULF COAST
SLAT LDS HOUSTON. TR. PROPOSED PIPELINE CROSSING
swrE ,00 Nousrow. Tx. UPI 01 07 2013
a'sii PiiTO HECKED BY: APPROVED BY: $" PVC SANITARY SEWER & 16" PVC WATER UTILI7Y
JOB NO. 11042.00 IG —L GTC I SCALE 1 " =20' 1 DWG No 4387- 03 —ML -03 -507 I REV 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY, TEXAS
WILLIAM P. HUMPHRIES SURVEY, ABSTRACT NO. 32
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PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618' W.T.
X -70M DSAW PIPE W/14 TO 16 MILS FBE & 30 MILS ARO
MINIMUM TEST PRESSURE: 1,616 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHOOK:ALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO 8E INSTALLED BY BORING
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FLOW Ib—
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NORTHING: 10888464.10
EASTING: 130726D.47
PERMIT
FIA #
4387
CHAINAGE:
M.P. 480.05
DISCIPLINE
03
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INTERNATIONAL
ORIGINATOR:
4848 LOOP CENTRAL DR.
PI 01/07/2013
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SUITE 100 HOUSTON, TX.
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HORIZ:
1 " =20'
PROPOSED -
36" PIPELINE
COORbINATES BASED ON
UTM ZONE 15 NORTH,
NAD83, U.S. SURVEY FEET
1.XL
ACTUAL SEWER /WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
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8" WATER UTILITY
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CLEARANCE .. TOP OF PROPOSED 0'
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36" PIPELINE
HORIZ: 1"=20'
VERT: 1 " =20'
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FIA #
4387
CHAINAGE:
M.P. 480.05
DISCIPLINE
03
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TITLE KEYSTONE XL — GULF COAST
INTERNATIONAL
ORIGINATOR:
4848 LOOP CENTRAL DR.
PI 01/07/2013
PROPOSED PIPELINE CROSSING
SUITE 100 HOUSTON, TX.
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APPROVED
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JOB NO. 11042.00
scALE 1 ” =20.
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PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY, TEXAS
WILLIAM P. HUMPHRIES SURVEY, ABSTRACT NO. 32
POWER POLE
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20.7' 20.2'
90. PROPOSED
> FLOW � 36" PIPELINE
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PRODUCT: CRUDE OIL HORIZ: 1 " =20' Ngm-
CARRIER PIPE (ROAD BORES): 36" 0.0. X 0.618" W.T. ACTUAL SEWER /WATER LINE LOCATION
X— 70M DSAW PIPE W/14 TO 16 MILS FBE do 30 MILS ARO TO BE VERIFIED PRIOR TO CROSSING
MINIMUM TEST PRESSURE: 1.816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHOLICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NATURAL GROUND
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—15" PVC SANITARY SEWER
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5' MIN. 0'
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PROFILE 36" PIPELINE
HORIZ: i"=20'
VER T: 1"=20'
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15" PVC SANITARY SEWER
CROSSING DRAWING
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PERMIT
NORTHING: 10888831.08'.
EASTING: 1307518.72
CHAINAGE:
1 M.P. 480.05
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COORDINATES BASED ON
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PRODUCT: CRUDE OIL HORIZ: 1 " =20' Ngm-
CARRIER PIPE (ROAD BORES): 36" 0.0. X 0.618" W.T. ACTUAL SEWER /WATER LINE LOCATION
X— 70M DSAW PIPE W/14 TO 16 MILS FBE do 30 MILS ARO TO BE VERIFIED PRIOR TO CROSSING
MINIMUM TEST PRESSURE: 1.816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHOLICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NATURAL GROUND
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PROFILE 36" PIPELINE
HORIZ: i"=20'
VER T: 1"=20'
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FIA #
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CHAINAGE:
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I DISCIPLINE A
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TransCanada
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TITLE KEYSTONE XL — GULF COAST
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ORIGINATOR:
DR.
4848 O aATR L R.
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PI 01 07 2013
PROPOSED PIPELINE CROSSING
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SLAT
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15" PVC SANITARY SEWER
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HECKED BY:
APPROVED BY:
JOB NO_ 11042.00
IG -L
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SCALE 1 " =20'
DWG No 4387- 03 —ML -03 -509
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PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY TEXAS
WILLIAM HUMPRIES SURVEY
ABSTRACT NO. 32
PIPELINE DESIGN AS PER REOLMREMENTS OF PART 195
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FLOW h
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NORTHING: 10889524.18
EASTING: 1308420.78
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HORIZ: 1 "= 40'
NORTHING: 1088 952 7.19
EASTING: 1308425.83
COORDINATES BASED ON
PRODUCT: CRUDE OIL UTM ZONE 15 NORTH.
CARRIER PIPE (ROAD BORES): 36' O.D. X 0.618" W.T. NAD83. U.S. SURVEY FEET
X -70M OSAW PIPE W/14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG o
MAXIMUM OPERATING PRESSURE: 1,440 PSIG NOTE:
CARRIER PIPE TO BE EXTERNALLY COATED W ACTUAL SEWER/WATER LINE LOCATION
FOR CORROSION CONTROL TO BE VERIFIED PRIOR TO CROSSING
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REOLMREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION) r
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PIPELINE TO BE INSTALLED BY BORING
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TOP OF PROPOSED s' MIN. CLEARANCE 5' MIN.
CLEARANCE
36" PIPELINE
PROFILE
HORIZ: 1"=40'
VER T: 1"=40'
40'
30'
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PERMIT
TransCanada FIA CHAINAGE: flISCIPLINE If
UniversalPegasus 111 e —im SS u: dwiw -, 4387 M.P. 480.18 03
INTERNATIONAI ORIGINATOR: TITLE KEYSTONE XL — GULF COAST
`UIT `°°" HOUSTON °a. PROPOSED PIPELINE CROSSING
SUITE 100 HOUSTON. Tx. UPI 01/04/2012
713 - 77 70 CHECKED APPROVED BY: 16 ". PVC WATER UTILITY & 18" PVC SANITARY SEWER
JOB NO. 11042.00 IG--L I GTC I SCALE 1 " =40' DWG No 4387- 03 —M1 -03 -510 IREv 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY. TEXAS
WILLIAM P. HUMPHRIES SURVEY, ABSTRACT NO. A -32 /
OU PONT ROAD
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POWERLINE
PLAN. COORDINATES BASED ON
HORIZ: 1 " =60' UTM ZONE 15 NORTH,
NAD83, U.S. SURVEY FEET
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M OSAW PIPE W /14 TO 16 MILS FBE & 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED NOTE,
FOR CORROSION CONTROL ACTUAL SEWER/WATER LINE LOCATION
PIPELINE TO BE CATHODICALLY PROTECTED TO BE VERIFIED PRIOR TO CROSSING
PIPELINE DESIGN AS PER REOUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NATURAL GROUND
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.................................................................. ............................... 10'
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TOP OF PROPOSED 5 MIN. CLEARANCE
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4387 M.P. 481.52 03
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TITLE KEYSTONE XL — GULF COAST
4N1(ERNATIONAL
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ORIGINATOR:
4846 LOOP CENTRAL DR.
p1 1 07 2013
PROPOSED PiPEUNE CROSSING
SUITE 100 NWSTON, T%.
77081 PH.
U.S. HIGHWAY 347
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CH CK D BY:
APP VED BY:
713 - 977 -7770
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GTC
JOB NO. 11042.00
SCALE 1 " =60'
DWG No 4387- 03 —ML -03 -511
REV 0
PLOTTED SIZE: ANSI A (8.501) 1) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
APPLICATION FOR
UTILITY CROSSING AGREEMENT
OUTSIDE THE CORPORATE LIMITS OF
THE CITY OF BEAUMONT
THE STATE OF TEXAS §
COUNTY OF JEFFERSON
Business Name:TrWAIV PAIML.
Keowe
Pig iM libusiness Phone:
03-V/00
Business Address: %17
TC oLS S
tide a400 ok510�4 �
The City of Beaumont, hereinafter called "City", for and in consideration of the
sum specified herein 5114. $ D
grants to
Trrkv►S Lwta.� km"c Q ig0 i v%2 , L P 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 Footl of Crossing
Vrkri OWS -Set oAko, 4•ed eA105 21$ .3
Varlc,u,s S4ra4s 4y iviGk!_ _ Pov4 w-y .. FYI A51 i
COST OF LICENSE:
Licensee shall make payment to the City of Beaumont as follows:
o 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).
GENERAL CONDITIONS:
o 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.
o 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.
o 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).
2
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.
o 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.
o 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
1
which is not owned by the City of Beaumont.
o 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.
o Licensee shall be responsible for acquiring all agreements necessary for the
lawful use of any private property.
o A map 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
3
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
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.
o 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.
o Installation will be done in accordance with all City standards and statutes
of the State of Texas.
REQUIRED COVERAGE:
o 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:
o Bodily injuries: $ 300,000.00 per person
$1,000,000.00 per incident
o 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 and hold harmless the City of Beaumont
4
from any and all claims for injuries and damages to persons or property
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, it's 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 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.
o 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.
NOTIFICATIONANSPECTION:
o 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
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 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 Name of Licensee: TraKS C0.V41A" Y WSFan Pi ,c OVIYke i L?
P.O. Box 3827
Beaumont, Texas 77704 Address of Licensee: '� �� T�xr�4 SMI ��b�
Attn: City Manager City and State of Licensee: OOWS�o4, , TX 1900).
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.
7
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 fS i day of 4 A.D. 20j3-.
A
Clerk
ATTEST-
By:
�1
OF
s�
CITY OF BEAUrr MONT, TEXAS
By: C_ 1
Kyle Hayes, City Manager
APPLICANT'S COMPANY NAME:
(Licensee)
ir(ny►S C.a r. KeuSv�G \ ;,�Ci
by a ev►} TG O• Pi tettue 8per +JM5
Represelfted by:
A, 47AM
Title /
Ricardo S. Lopez
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JEFFERSON COUNTY, TEXAS
DAVID A. CUNNINGHAM SURVEY. ABSTRACT NO. 15
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NORTHING: 10886069.56 / \
FLOW _ EASTING: 1301942.87 A.Z."A \
" % �� NORTHING: 1088606 \
PROPOS 1 50' EASTING: 1301968.89 .89
ED
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X -70M DSAW PIPE W/14 TO 16 MILS FBE k 30 MILS ARO HORIZ: 1" =100' UTM ZONE 15 NORTH,
MINIMUM TEST PRESSURE: 1,816 PSIG NAD83, U.S. SURVEY FEET
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED w
FOR CORROSION CONTROL V)
PIPELINE TO BE CATHODICALLY PROTECTED ACTUAL SEWER/WATER LINE LOCATION
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195 J a TO BE VERIFIED PRIOR TO CROSSING
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION) Z
TRAFFIC TO BE MAINTAINED DURING INSTALLATION y
PIPELINE TO BE INSTALLED BY HORIZONTALLY DIRECTIONAL DRILLED
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SANITARY SEWER
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—90'
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1 n —100' 100'
I PROFILE. I
HORIZ: 1" =100' m
1 z VERT: 1 " =50' I z
T 16" PVC WATER UTIUTY & 12" PVC —FM SANITARY SEWER CROSSING DRAWING
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SUIT `� CENTRAL °R. PROPOSED PIPELINE CROSSING
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71;'9,7 P 77p CHECKft: AP . 16" PVC WATER UTILITY & 12" PVC —FM SANITARY SEWER
JOB NO. 11042.00 IG —L GTC SCALE 1 "= 100' DWG No 4387- 03 —ML -03 -504 IR EV 1
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
JEFFERSON COUNTY, TEXAS
DAVID A. CUNNINGHAM SURVEY, ABSTRACT NO. 15
N
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FLOW 36 PIPELINE
N OR TH I N G: 108859 2 4.79
2 2 2 2 EASTING: 1305474.62
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COORDINATES BASED ON HORIZ: 1 " =40'
UTM ZONE 15 NORTH, NOTE:
NAD83, U.S. SURVEY FEET ACTUAL SEWER /WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M DSAW PIPE W/14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REOUIREMENTS OF PART 195 y
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION) t
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5' MIN. CLEARANCE
-10' 36" PIPELINE I
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16" PVC WATER UTILITY CROSSING DRAWNG
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INTERNATIONAL TITLE
48" LOOP CENTRAL 0R. ORIGINATOR: KEYSTONE XL —GULF COAST
SUITE 100 HOUSTON, Tx. PI 1/07/2013
PROPOSED PIPELINE CROSSING I I
713799777 P 770 1HECKED BY: APPROVED 16" PVC WATER UTILITY 1 I
JOB NO. 11042.00 IG —L GTC SCALE t " =40' DWG NO 4387- 03 —ML -03 -505 R� 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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WILLIAM CARROLL SURVEY, ABSTRACT NO. 13
PROPOSED
NORTHING: 10 " ,. x36 PIPLINE EAST
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COORDINATES BASED ON PLAN
UTM ZONE 15 NORTH, HORIZ: 1' =30'
NAD83, U.S. SURVEY FEET
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M DSAW PIPE W /14 TO 16 MILS FBE & 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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NOTE:
ACTUAL SEWER/WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
......... .......... ........... I......... .................A ....... 30'
NATURAL
GROUND
— ......... .......... 20'
01 _. LTOP OF PROPOSED ...
5' MIN. CLEARANCE 36" PIPELINE
............................................................................................. ...............................
PROFILE
HORIZ: 1"=30'
VER T: 1"=30'
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INTERNATIONAL
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713- 977 -7770
JOB NO. 11042.00
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01/07/2013 PROPOSED PIPELINE CROSSING
PPROVED BY: FARM TO MARKET ROAD 3514
GTC SCALE 1., =30 DWG No 4387- 03 —ML -03 -506 REV 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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DAVID A. CUNNINGHAM SURVEY, ABSTRACT NO. 15
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HORIZ: 1"=20'
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UniversalPegasus io business to deliver
INTERNATIONAL ORIGINATOR:
4848 LOOP CENTRAL DR. PI D1 07 20
SUITE 100 HOUSTON, TX,
77081 PH.
JOB NO. 11042.00 I IG —L
PLOTTED SIZE: ANSI A (8.5x1 1)
GTC
PVC WATER UTILITY CROSSING DRAWING
PERMIT
FIA # CHAINAGE: DISCIPLINE Iq
4387 M.P. 479.7 03
TITLE KEYSTONE XL — GULF COAST
13 PROPOSED PIPELINE CROSSING
8" PVC SANITARY SEWER & 16" PVC WATER UTILITY
SCALE 1,._20. DWG No 4387- 03 —ML -03 -507 I REV 0
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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HORIZ: 1 " =20'
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X— 70M DSAW PIPE W /14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REOUIREMENTS OF PART 195
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NAD83, U.S. SURVEY FEET
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TO BE VERIFIED PRIOR TO CROSSING
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TOP OF PROPOSED
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INTERNATIONAL ORIGINATOR:
4848 LOOP CENTRAL DR. PI D1 07 20
SUITE 100 HOUSTON, TX,
77081 PH.
JOB NO. 11042.00 I IG —L
PLOTTED SIZE: ANSI A (8.5x1 1)
GTC
PVC WATER UTILITY CROSSING DRAWING
PERMIT
FIA # CHAINAGE: DISCIPLINE Iq
4387 M.P. 479.7 03
TITLE KEYSTONE XL — GULF COAST
13 PROPOSED PIPELINE CROSSING
8" PVC SANITARY SEWER & 16" PVC WATER UTILITY
SCALE 1,._20. DWG No 4387- 03 —ML -03 -507 I REV 0
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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WILLIAM P. HUMPHRIES SURVEY, ABSTRACT NO. 32
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PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M DSAW PIPE W/14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
20'
zo• �
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3
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PROPOSED —
FLOW 36" PIPELINE
3
/ NORTHING: 10888464.10
EASTING: 1307260.47
3
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HORIZ: 1"=20'
COORDINATES BASED ON
UTM ZONE 15 NORTH,
NAD83, U.S. SURVEY FEET
NOTE,
ACTUAL SEWER/WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
20'
._, ...................
— ........... ............................ ............................... . . ............
8" WATER UTILITY
10'
10�
I
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5' MIN.
I
o' _ .
CLEARANCE . TOP OF PROPOSED
o'
PROFILE 36" PIPELINE
HORIZ: 1"=20'
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1 z
8" WATER UTILITY CROSSING DRAWING
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TITLE KEYSTONE XL — GULF COAST
4848 LOOP CENTRAL DR.
SUITE 100 Ho1sr011, Tx.
UPI 01/07/20131
PROPOSED PIPELINE CROSSING
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JOB NO. 11042.00
SCALE 1 •• =20'
DWG No 4387- 03 —ML -03 -508
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PLOTTED SIZE: ANSI A
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WILLIAM P. HUMPHRIES SURVEY, ABSTRACT NO. 32 701"
POWER POLE
P P— P— P— P— PP —P —P P P— P —P —P —P P
T � P P_P_
201.7' 20.2'
90 PROPOSED
FLOW 1 36" PIPELINE
5' MIN.
D' CLEARANCE ........... TOP OF PROPOSED ................ D,
PROFILE 36" PIPELINE
HORIZ: 1"=20'
VERT: 1"=20'
15" PVC SANITARY SEWER CROSSING DRAWING
PERMIT
TransCanada FIA # CHAINAGE: DISCIPLINE
UniversalPegdsus in business to deliver 4387 M.P. 480.05 03
INTERNAT:40NAL ORIGINATOR: TITLE KEYSTONE XL — GULF COAST
4848 `ooP `ANTRAL OR.
SUIT PROPOSED PIPELINE CROSSING
SUITE 100 NousroN, rx. PI 01/07/2013
713'97; 7770 HtUKtU UY: APPROVED . 15" PVC SANITARY SEWER
JOB NO. 11042.00 1 IG -L GTC SCALE 1 „ =20 DWG No 4387- 03 —ML -03 -509 REV 0
PLOTTED SIZE: ANSI A (8.5x1 1) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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NORTHING:
10888831.08 (
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EASTING:
1307518.72
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(e� COORDINATES BASED ON
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2
NAD83, U.S. SURVEY FEET
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IQ_
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50'
\
ELAN
PRODUCT: CRUDE OIL
HORIZ: 1 " =20'
NOTE:
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
ACTUAL SEWER /WATER LINE LOCATION
.X -70M DSAW PIPE W /14 TO 16 MILS FBE do 30 MILS
ARID
TO BE VERIFIED PRIOR TO CROSSING
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
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20'
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15" PVC SANITARY SEWER
10'
.......................................
............................... ............... ....
10'
5' MIN.
D' CLEARANCE ........... TOP OF PROPOSED ................ D,
PROFILE 36" PIPELINE
HORIZ: 1"=20'
VERT: 1"=20'
15" PVC SANITARY SEWER CROSSING DRAWING
PERMIT
TransCanada FIA # CHAINAGE: DISCIPLINE
UniversalPegdsus in business to deliver 4387 M.P. 480.05 03
INTERNAT:40NAL ORIGINATOR: TITLE KEYSTONE XL — GULF COAST
4848 `ooP `ANTRAL OR.
SUIT PROPOSED PIPELINE CROSSING
SUITE 100 NousroN, rx. PI 01/07/2013
713'97; 7770 HtUKtU UY: APPROVED . 15" PVC SANITARY SEWER
JOB NO. 11042.00 1 IG -L GTC SCALE 1 „ =20 DWG No 4387- 03 —ML -03 -509 REV 0
PLOTTED SIZE: ANSI A (8.5x1 1) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
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JEFFERSON COUNTY, TEXAS
WILLIAM HUMPRIES SURVEY.
ABSTRACT
NO. 32
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UTILITY & 18" PVC SANITARY SEWER CROSSING DRAWNG
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PROPOSED
FLOW �~P/
APPROVED BY:
36" PIPELINE
�
3
I
NORTHING: 10889524.18
I
NORTHING:
10889527.19
EASTING: 1308420.78
3
EASTING:
1308425.83
/
I30
\
CADD DRAWING:
DO
I
/
N
a A'
\
PLD'
AN \\
H ORI Z:
1"=40'
COORDINATES BASED ON
PRODUCT: CRUDE OIL
UTM ZONE 15 NORTH,
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
NAD83, U.S. SURVEY FEET
X- 70M DSAW PIPE W/14 TO 16 MILS FBE & 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
a
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
NOTE:
CARRIER PIPE TO BE EXTERNALLY COATED
N �I
ACTUAL SEWER /WATER LINE LOCATION
FOR CORROSION CONTROL
F
TO BE VERIFIED PRIOR TO CROSSING
PIPELINE TO BE CATHODICALLY PROTECTED o
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195 <
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION) t
TRAFFIC TO BE MAINTAINED DURING INSTALLATION N 3
PIPELINE TO BE INSTALLED BY BORING > ;
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Vf
VI
40' F-- ..... ........... .. .................. ..............................~ ...... ............................... .............-1 40'
30' _ ............. ....... .............. ....... ... 30'
18" PVC SANITARY SEWER 16" PVC WATER UTILITY NATURAL GROUND
20' .................
20'
10, ...................................... ............................... ................ ............................... 10,
O' 0,
6' MIN. CLEARANCE 5' MIN.
-10' TOP OF PROPOSED . .:........ .....
36" PIPELINE .......... J —
10'
HORIZ: 1"=40'
VER T: 1"=40'
V)
I
16" PVC WATER
UTILITY & 18" PVC SANITARY SEWER CROSSING DRAWNG
TransCanada
PERMIT
W
FIA #
4387
CHAINAGE:
M.P. 480.18
I DISCIPLINE li
03
F
UniversalPegasus
in business ro deliver
INTERNATIONAL
ORIGINATOR:
TITLE
KEYSTONE XL — GULF COAST
4848 LOOP CENTRAL OR.
SUITE 100 HOUSTON, TX.
PI
01/04/2012
PROPOSED PIPELINE CROSSING
I
CHECKED BY:
APPROVED BY:
71 773'977 H.
16"
PVC WATER UTILITY & 18" PVC SANITARY SEWER
I
JOB NO. 11042.00
IG -L
GTC
SCALE
1 " =40'
DWG No 4387- 03 —ML -03 -510
REV 0
PLOTTED SIZE: ANSI A (8.5x1
1)
CADD DRAWING:
DO
NOT MAKE MANUAL REVISIONS
I
1
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JEFFERSON COUNTY, TEXAS
WIWAM P. HUMPHRIES SURVEY. ABSTRACT NO. A -32 /
(j DU PONT ROAD a7�
I I II l r l I II ^I POWER POLE
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co I NORTHING: 10893471.84
�, FASTING• 1313519 98
PROPOSED
36" PIPEUNE ! l I I 18 tl I FLOW
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OVERHEAD
POWERLINE
PLAN
HORIZ: 1"=60'
PRODUCT: CRUDE OIL
CARRIER PIPE (ROAD BORES): 36" O.D. X 0.618" W.T.
X -70M DSAW PIPE W /14 TO 16 MILS FBE do 30 MILS ARO
MINIMUM TEST PRESSURE: 1,816 PSIG
MAXIMUM OPERATING PRESSURE: 1,440 PSIG
CARRIER PIPE TO BE EXTERNALLY COATED
FOR CORROSION CONTROL
PIPELINE TO BE CATHODICALLY PROTECTED
PIPELINE DESIGN AS PER REQUIREMENTS OF PART 195
OF THE CODE OF FEDERAL REGULATIONS (LATEST EDITION)
TRAFFIC TO BE MAINTAINED DURING INSTALLATION
PIPELINE TO BE INSTALLED BY BORING
WIII M W
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COORDINATES BASED ON
UTM ZONE 15 NORTH,
NAD83, U.S. SURVEY FEET
NOTE:
ACTUAL SEWER /WATER LINE LOCATION
TO BE VERIFIED PRIOR TO CROSSING
ao PVC'05 WATER UTIUTY CROSSING DRAWING
....... 30'
20'
10'
I
1
I
0'
W
PERMIT
TransCanada FIA M CHAINAGE: DISCIPLINE / F
UniversalPegasus in business to deriver 4387 M.P. 481.52 03
INTERNATIONAL TITLE
ORIGINATOR: KEYSTONE XL — GULF COAST I
4848 LOOP CENTRAL DR.
SUITE 100 HOUSTON, Tx. PI 1/07/2013
PROPOSED PIPELINE CROSSING Nuff
713 -97i»7o CHECKED BY: APPROVED BY: U.S. HIGHWAY 347
JOB NO. 11042.00 IG —L GTC SCALE 1 " =60' DWG No 4387- 03 —ML -03 -511 REV 0
PLOTTED SIZE: ANSI A (8.5x11) CADD DRAWING: DO NOT MAKE MANUAL REVISIONS
ACOREIr CERTIFICATE OF LIABILITY INSURANCE
DATE(MMMDNYYY)
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
10122012
THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: M the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. fl SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Marsh USA, Inc.
4400 Comerica Bank Tower
1717 Main Street
Dallas, TX 75201.7357
—
CONTACT
NAME:
PHONE FAX Ertl,
ac No
EMAIL
ADD
INSURERS AFFORDING COVERAGE
NAIC S
W00050 -GL- -2012
INSURER A : Liberty Mutual Insurance Company
43043
INSURED
TRANSCANADA KEYSTONE PIPELINE, LP
INSURER B : N/A
NIA
INSURER C: NIA
NIA
CITY OF BEAUMONT
P.O. BOX 3827
BEAUMONT, TX 77704
INSURER D
INSURER E:
INSURER F :
fFA Qccurr@aWl _
r;.vvcrvwues CERTIFICATE NUMBER: HOILM215121R"l oculeuvU surunrn.,�
- - - �...
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
I TYPE OF INSURANCE
POLICY NUMBER
MM/LIDOY EFF
MPaP , .tIMrT3
A
GENERAL LIABILITY
X
T82 -691 - 459482 -022
07/0512012 07/23/2014 EACH OCCURRENCE $ 1,000,000
X COMMERCIAL GENERAL LIABILITY
PRDAMAGE TO FIERT915—
EMISES S 10000
fFA Qccurr@aWl _
CLAIMS -MADE a OCCUR
MED EXP (Any one person). $ 10,000
X GEN'L AGG - PER SPREAD
PERSONAL & ADV INJURY $ 1,0001 000
X
10 -YEAR COMPLETED OPS
GENERAL AGGREGATE $ 1,000,000
[ENT AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP /OP AGG $ 1,000,000
POLICY PRO- LOC
$
AU7pM0BILE
LIABILITY
MB I LIMIT
(Ea a ident)
ANY AUTO
BODILY INJURY (Per person) $
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY (Per accident) $
I
P
NON-OWNED
HIRED AUTOS
PRO RTY DAMAGE $
. era t
I
I
$
UMBRELLA LU113
OCCUR
EACH OCCURRENCE $
EXCESS UAB
CLAIMS -MADE
AGGREGATE $
DIED I I RETENTION $
WORKERS COMPENSATION
$
WC STATU- OTH-
AND EMPLOYERS' LIABILITY YIN
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
N! A
E.L. EACH ACCIDENT $
(Mandatory in NH)
M describe under
E.L. DISEASE - EA EMPLOYE S
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT $
nccno,s�.nu
ne .,a
W Vn,,v / ♦—CLES (AUnGh ACC lul, Aaomonar KOMOrKa &OWU1e, H more spats is required)
IT IS HEREBY AGREED THAT THE CITY OF BEAUMONT IS ADDED AS AN ADDITIONAL INSURED BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE OPERATIONS OF THE NAMED
INSURED.
CITY OF BEAUMONT
P.O. BOX 3827
BEAUMONT, TX 77704
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
of Marsh USA Inc.
I William Hines
®1988 -2010 ACORD CORPORATION, AN rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
Right -of -Way Permit Bond
Bond Number: BDTO- 400140 -12
KNOW ALL MEN BY THESE PRESENTS: That we, TransCanada Keystone Pipeline, LP, of 2700 S.
Post Oak Blvd., Suite 400 Houston, Texas 77056, as Principal, and Liberty Mutual Insurance Company,
as Surety, are held and firmly bound unto The City of Beaumont, Texas, as Obligee, in the sum of One
Million - - - - -00 /100 Dollars ($1,000,000.00) Dollars, lawful money of the United States of America, for
which payment, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally.
WHEREAS, the Principal has applied to the City of Beaumont for a Pipeline License Agreement to lay,
maintain, operate, replace, or remove pipeline for the transportation of oil, gas, water or their products on
or across certain property situated in the City of Beaumont, Jefferson County, Texas being more
particularly described in the permit application from the City of Beaumont (the "Application for Pipeline
License Agreement ");
WHEREAS, the Principal is required to file a suitable bond with the Obligee to guarantee satisfactory
performance of the conditions of the Permit Agreement before the permission will be granted.
Now, therefore, the condition of this bond is such that if the Principal faithfully performs the conditions
of the Permit Agreement, then this obligation shall be null and void; otherwise to remain in full force and
effect; provided, however, that if the Principal shall fail to faithfully perform the conditions of the Permit
Agreement, then the Surety shall have a reasonable period of time upon receiving notice of the Principal's
default from the Obligee to either: The Surety may not cancel, alter or otherwise modify this bond unless
fifteen (15) days prior written notice is provided to the City.
(1) Remedy the default; or
(2) Pay to the Obligee the amount necessary to remedy the default, up to the penal sum of this
bond.
It understood and agreed that the aggregate liability of the Surety shall not exceed the penal sum of this
bond.
It is a condition of this bond that any suit or action must be commenced before the expiration of one (1)
year from the date of the completion date of the work under the Permit Agreement.
The Principal and the Surety have signed and sealed this bond this 17 day of October, 2012.
TransCanada Keystone Pipelines LP by its �t-
General Partner, TransCanada Keystone Pipeline
Liberty Mutual Insurance Company
(Surety)
6 k.
by: Lois Innes Attorney -In -Fact
CD
E
T
i
n
:d'
0
a
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney imits the acts of those named herein, and the have no a manner a
y y authority to bind the company except in the manner a
the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON, MASSACHUSETTS
POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS:
That Liberty Mutual Insurance Company (the "Company'l, a Massachusetts stock insurance company, pursuant to and by authority of the By -law and
Authorization hereinafter set forth, does hereby name, constitute and appoint ... LOIS INNES AND LEAH CARTER...., ALL OF THE CITY OF
...CALGARY .............. PROVINCE OF ... ALBERTA........................................................................................ ..............................,
each individually If there be more than one named, its true and lawful attomey -in -fact to make, execute, seal, acknowledge and deliver, for and on its
behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, and the execution of such
undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon and Company as if they had
been duly signed by the president and attested by the secretary of the company in their own proper persons.
That this power is made and executed pursuant to and by authority of the following By -law and Authorization:
ARTICLE Xlil — Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the
chairman or the president may prescribe, shall appoint such attomeys -in -fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attomeys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such Instruments shall
be as binding as if signed by the president and attested by the secretary.
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attomeys -in -fact:
Pursuant to Article XIII, Section 5 of the By -laws, Paul McIntyre, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
authorized to appoint such attorneys -in -fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge
and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
That the By -law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the company and the corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Toronto, Ontario this 17TH day of JANUARY, 2011 .
PROVINCE OF ONTARIO
CITY OF TORONTO
On this 17TH day of JANUARY , 2011, before me, a Notary Public, personally
a Assistant Secretary of Liberty Mutual Insurance Company; that he knows the sea
Attorney and affixed the corporate seal of Liberty Mutual Insurance Company the
.A
IN TESTIMONY WHEREOF, I have hereto subscribed my name and affixed `
written.
CERTIFICATE
LIBERTY MUTUAL INSURANCE COMPANY
v
„�, BY
Paul c , ssistant Secretary
McIntyre, to me known, and acknowledged that he is
On; and that he executed the above Power of
�tt��X.� a
r�Ftrfai seal at Tot o, or
O: NOTARY
PUBLIC rtCtint
ry Public
first above
I, the undersigned, Assistant Secretary of Liberty Mutual Insurance Company in Canada, do he onginal power of attorney of which the foregoing is a full,
true and correct copy, is in full force and effect on the date of this certificate; and I do further certify t cer or official who executed the said power of attorney is a
Assistant Secretary specially authorized by the chairman or the president to appoint attomeys -in -fact as provided in Article XIII, Section 5 of By -laws of Liberty Mutual
Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board
of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12`" day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any
power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though
manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this �� day �%L -ki ,v'" 71✓' I
t�
Michael Weiss, Assistant ec