HomeMy WebLinkAboutContract 43239CITY SECRETARYi lz` c7
CONTRACT NO. `7
NATURAL GAS FACILITIES LICENSE AGREEMENT
HARMON FIELD PARK
This NATURAL GAS FACILITIES LICENSE AGREEMENT ("Agreement") is hereby
made and entered into by and between the CITY OF FORT WORTH ("City"), a home -rule
municipal corporation organized under the laws of the State of Texas and acting by and through
Susan Alanis, its duly authorized Assistant City Manager, and TEXAS MIDSTREAM GAS
SERVICES, L.L.C. ("Company"), an Oklahoma limited liability company, acting by and
through Ron Baranski, Manager, Midstream Property Rights.
The following statements are true and correct and constitute the basis upon which the
City of Fort Worth has executed this Agreement.
A. Company wishes to construct the following natural gas facilities within the public
park known as Harmon Field Park (the "Park"): (i) a Pipeline for the transportation of Gas
through the Park with dimensions of seven hundred and forty-seven feet (747') by ten -feet (10'),
more or less; (ii) an above -ground Valve Station with dimensions of thirty-five feet (35') by
forty feet (40'), more or less; and (iii) an Access Drive with dimensions of ten feet (10') by
twenty feet (20'), more or less (collectively, the "Facilities"). Because Company is not a public
utility, as that term is used in the City Charter and City Code, and because Company will not be
providing services to end user Customers in the City, Company is not required to obtain a
franchise from the City but is required to obtain the City's consent pursuant to a license
agreement that sets forth the terms and conditions under which Company may use the public
park.
B. The City has reviewed Company's request and agrees to grant Company a license
to use a portion of the surface and subsurface of Harmon Field Park as set out in Exhibit "A" in
order to construct, operate and maintain its Facilities, on the terms and conditions set forth
herein, solely for the transportation of Gas and solely in accordance with the terms and
conditions of this Agreement.
Agreement
1. DEFINITIONS.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Capitalized terms used in this Agreement and not otherwise defined within this
Agreement shall have the following meanings:
Access Drive shall mean that certain concrete roadway with dimensions of ten feet (10')
by twenty feet (20'), more or less, that runs from the highway frontage road of
northbound Texas State Highway 287 to the Valve Station and that is installed
and constructed by Company in the Park in accordance with this Agreement.
Affiliate shall mean any individual, partnership, association, joint stock company, limited
liability company, trust, corporation, or other person or entity who owns or
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controls, or is owned or controlled by, or is under common ownership or control
with, the entity in question.
Agreement shall mean the authorization issued to Company hereunder to use a portion of
a public park known as Harmon Field Park in the location as set out in Exhibit
"A" for (i) the construction, installation, maintenance and repair of Company's
Facilities; and (ii) ingress and egress and the use of such Facilities for the
transportation of Gas and maintenance of the Pipeline.
Company shall mean Texas Midstream Gas Services, L.L.C., an Oklahoma limited
liability company, only and shall not include any Affiliate or third party.
City shall mean the area within the corporate limits of the City of Fort Worth, Texas and
the governing body of the City of Fort Worth, Texas.
Commission shall mean the Railroad Commission of Texas or other authority succeeding
to the regulatory powers of that entity.
Customer shall mean any Person located, in whole or in part, within the City.
Director shall mean the Director of PACSD or that individual's authorized
representative.
Facilities shall mean the Pipeline, Valve Station, and Access Drive as defined herein.
Gas shall mean gaseous fuels such as natural gas, artificial gas, synthetic gas, liquefied
natural gas, manufactured gas, or any mixture thereof.
PACSD shall mean the City of Fort Worth Parks and Community Services Department.
Park shall mean only that portion of the dedicated Harmon Field public park as identified
in Exhibit "A" of this Agreement, attached hereto and hereby made a part of this
Agreement for all purposes.
Person shall mean, without limitation, an individual, a corporation, a limited liability
company, a general or limited partnership, a sole proprietorship, a joint venture, a
business trust or any other form or business entity or association.
Pipeline shall mean that certain eight inch (8") nominal diameter pipeline for an
approximate total distance of seven hundred and forty-seven feet (747') that is
installed by Company in the Park in accordance with this Agreement and pursuant
to the rules and regulations of the Railroad Commission of Texas.
Valve Station shall mean that certain above -ground facility where the Pipeline
interconnects with Company's pre-existing twenty -inch (20") gas gathering line;
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that is contained within a masonry -and -steel enclosure with outside dimensions of
thirty-five feet (35') by forty feet (40'), more or less; and that is installed and
constructed by Company in the Park in accordance with this Agreement.
2. GRANT OF RIGHTS.
2.1. General Use of Park for Transportation of Gas.
Subject to the terms and conditions set forth in this Agreement and the City
Charter and ordinances, the City hereby grants Company a license to (i) erect, construct,
install, and maintain the Facilities under, along, and across the Park and (ii) transport Gas
through the portions of its Pipeline under, along, and across the Park as depicted in
Exhibit "A." Company hereby acknowledges and agrees that this Agreement allows only
the transportation of Gas and does not allow Company to distribute, sell, or otherwise
provide Gas to any Customer.
2.2. Nonexclusive.
This Agreement and all rights granted to Company herein are strictly
nonexclusive. The City reserves the right to enter into and grant other and future licenses
and other authorizations for use of the Park to other Persons and entities in accordance
with applicable law and as the City deems appropriate; provided, however, that as to the
grant of subsequent licenses for use of the Park that is solely within the discretion of the
City, if a dispute arises as to priority of the use of the Park, the City will resolve such
dispute in a mariner that does not result in unreasonable interference with Company's
operation of the Facilities for the purposes provided for herein. This Agreement does not
establish any priority for the use of the Park by Company or by any present or future
licensees or other permit holders. In the event of any dispute as to the priority of use of
the Park, the first priority shall be to the public generally, the second priority to the City
in the performance of its various functions, and thereafter, as between licensees and other
permit holders, as determined by the City in the exercise of its powers, including the
police power and other powers reserved to and conferred on it by the State of Texas.
2.3. Other Permits.
This Agreement does not relieve Company of any obligation to obtain permits,
licenses and other approvals from the City or other regulatory agency necessary for the
construction, installation, maintenance or repair of Company's Facilities or the
transportation of Gas through such Facilities.
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2.4. Bonds.
Prior to the commencement of any construction work in the Park that requires a
cut, opening or other excavation, Company shall deliver to the City bonds executed by a
corporate surety authorized to do business in the State of Texas and acceptable to the City
in the proportional amount of the cost of work under the construction contract or
construction project that will be performed in the Park. The bonds shall guarantee (i)
satisfactory compliance by Company with all requirements, terms and conditions of this
Agreement and (ii) full payments to all persons, firms, corporations or other entities with
whom Company has a direct relationship for the performance of such construction,
maintenance or repairs.
If any such construction, maintenance or repair work is undertaken by a
contractor of Company, Company shall also require such contractor to deliver to
Company bonds executed by a corporate surety authorized to do business in the State of
Texas and acceptable to the City in the proportional amount of the cost of work that will
be performed by the contractor in the Park. The bonds shall guarantee (i) the faithful
performance and completion of all construction, maintenance or repair work in
accordance with the contract between Company and the contractor and (ii) full payment
for all wages for labor and services and of all bills for materials, supplies and equipment
used in the performance of that contract. Such bonds shall name both the City and
Company as dual obligees.
3. TERM
This Agreement shall become effective on the date as of which both parties have
executed it ("Effective Date") and shall expire at 11:59 P.M. CT twenty (20) years from the last
date of notarial acknowledgement on this Agreement unless terminated earlier as provided
herein.
4. FEES AND PAYMENTS TO CITY.
4.1. License Use Fee.
On or prior to the Effective Date, Company shall pay the City as compensation
for its use of the Park for the Term of this Agreement the sum of Fifty Thousand and
Sixty -Six Dollars and Eighty Cents ($50,066.80) ("License Fee"), which consists of
Thirty Six Thousand, One Hundred and Fifty -Four Dollars and Eighty Cents
($36,154.80) for the Pipeline; Seven Thousand Dollars ($7,000.00) for the Valve Station;
and Six Thousand, Nine Hundred and Twelve Dollars ($6,912.00) for the Access Drive.
Company hereby acknowledges and agrees that the amount of this License Fee is non-
refundable and constitutes just and reasonable compensation to the City for Company's
use of the Park.
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4.2. Other Payments.
In addition to the License Fee, Company shall pay the City all sums which may be due
for property taxes, license fees, permit fees, or other taxes, charges or fees that the City or
other taxing jurisdiction may from time to time impose on all other similarly situated
entities within the City or taxing jurisdiction. Company shall reimburse the City for
publication of this Agreement as required by the City's Charter.
4.3. Interest.
All sums not paid when due shall bear interest at the rate of ten percent (10%) per
annum or the maximum amount allowed by law, whichever is less, computed monthly. If
such outstanding sums are paid with interest within thirty (30) days following their
respective due dates, Company's failure to pay such sums by their respective due dates
shall not, in and of itself, constitute an Event of Default under Section 9 of this
Agreement.
4.4. Donation for Future Park Improvements.
In addition to any other payment required hereunder, the Company has agreed, on
or prior to the Effective Date, to donate to the City the sum of Eighteen Thousand Dollars
($18,000.00) for future improvements at the Park ("Donation"). Company hereby
acknowledges and agrees that the Donation is non-refundable and is being made as a sign
of good will and appreciation for the Park and its users.
5. REGULATORY AUTHORITY OF THE CITY.
Company's property and operations hereunder shall be subject to such regulation by the
City as may be reasonably necessary for the protection or benefit of the general public.
Company is obligated to construct, operate and maintain the Facilities pursuant to the rules and
regulations as adopted and modified by the Railroad Commission of Texas, and in this
connection Company shall be subject to, be governed by and comply with all applicable federal,
state, and local laws, including all ordinances, rules and regulations of the City, as same may be
adopted and amended from time to time.
6. USE OF THE PARK.
6.1 Construction Schedule
6.1.1. Commencement Date and Pre -Construction Meeting Requirements.
The proposed start date for this project is May 8, 2012 ("Commencement Date").
Company shall meet with appropriate City staff for the purposes of a Facilities pre -
construction meeting prior to the Commencement Date. The purpose of the pre -
construction meeting shall be to address issues related to the installation and construction
of the Facilities, including, but not be limited to: (i) agreeing to the boundaries of any
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work areas to be used in the Park for purposes of trenching or for storing equipment and
supplies; (ii) agreeing to and staking any access routes (the width of which shall not
exceed twenty (20) feet) and any turnaround areas to be used for ingress, egress, and
turnaround for vehicles; (iii) identifying trees within the Park (including those trees that
are within fifty (50) feet of any access route) that are anticipated to be affected by the
Facilities installation and therefore subject to required tree protection measures under this
Agreement; and (iv) establishing the details for the restoration of those areas of the Park
that are disturbed by or during installation.
6.1.2 Completion of Construction and Restoration; Liquidated Damages. All
construction and installation of Facilities within the fenced portion of the Park shall be
completed and new sod shall be placed on disturbed areas within the fence line on or
before June 12, 2012 ("First Completion Deadline"). All construction and installation of
Facilities outside of the fenced portion of the Park shall be completed and new sod
shall be placed on disturbed areas outside the fence line on or before June 19, 2012
("Second Completion Deadline"). All other restoration of the Park shall be completed on
or before August 10, 2012 ("Restoration Deadline"). The parties acknowledge that
unencumbered ingress and egress to the game fields and parking lot must be
achieved by June 12.2012.
To ensure Company's diligence in complying with this Agreement and to
minimize impact to the Park, if the Company fails to meet either Completion Deadline or
the Restoration Deadline, Company agrees to pay City liquidated damages of Two
Thousand Six Hundred and Twenty Six Dollars ($2,620.00) per day for each day beyond
the Completion Deadline, Restoration Deadline, or both that the Company continues to
perform construction (for the Completion Deadline) or fails to restore the Park (for the
Restoration Deadline). This amount is the equivalent of a monthly rental rate of
approximately one dollar per square foot, which the parties agree reasonably
approximates the actual damages to the City for delay in regaining full and
unencumbered use of the property. This amount shall be proportionately reduced to
reflect the percentage the overall property that has been restored and accepted by the City
prior to the date on which liquated damages are to be imposed. If Company fails to meet
a deadline but City staff sees evidence that Company is making diligent efforts to do so,
the Director may, in exercise of his reasonable discretion, forgo the payment of all or part
of the liquidated damages due hereunder. In addition, failure to complete construction
or restoration in accordance with the schedule described above shall be deemed an
Event of Default and be subject to the terms in Section 10.1 of this Agreement.
6.1.3. City Construction in Park. Prior to the Commencement Date, the City
shall notify the Company of City plans that involve construction on the surface of Park
that may conflict with Company's construction schedule. In order to avoid any conflict
with proposed construction by the City, its agents, licensees, or invitees, Company agrees
to delay its construction for a period not to exceed five (5) business days, and City agrees
to coordinate the inclusion of Company's construction requirements in overlapping areas
of need.
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6.1.4. Park Events. Prior to the Commencement Date, the City shall notify the
Company of planned events in the Park that may conflict with Company's construction
schedule. In order to avoid any conflict with such events, Company agrees to schedule
its construction to accommodate such event, and City agrees to coordinate the inclusion
of Company's construction requirements in overlapping areas of need.
6.2. Compliance with Laws, Ordinances, Rules and Regulations.
The City has the right to control and regulate the use of the Park, public places and other City -
owned property and the spaces above and beneath them. Company shall comply with all applicable laws,
ordinances, rules and regulations, including, but not limited to City ordinances, rules and policies related to
construction permits, construction bonds, permissible hours of construction, operations during peak traffic
hours, barricading requirements and any other construction rules or regulations that may be promulgated
from time to time.
6.3. No Undue Burden.
The Facilities shall not be erected, installed, constructed, repaired, replaced or
maintained in any manner that places an undue burden on the present or future use of the
Park by the City and the public. If the City reasonably determines that the Facilities do
place an undue burden on any portion of the Park, Company, at Company's sole cost and
expense and within a reasonable time period specified by the City, shall modify the
Facilities or take other actions determined by the City to be in the public interest to
remove or alleviate the burden.
6.4. Minimal Interference.
Company will make all reasonable planning to minimize harm to the Park and
shall comply with conditions as set forth below:
6.4.1. Documenting Condition of Licensed Premises. Company must provide
PACSD with videographic documentation of the condition of the license area, access
routes, temporary workspaces, and the pre -construction condition of trees identified at the
pre -construction meeting as such exist both before and after installation of the Facilities.
All such video must include a visible date and time stamp indicating when the
videography occurred. Company must submit documentation of the pre -installation
condition on or before the Commencement Date. Post -installation documentation must
be submitted no later than five (5) business days after the Restoration Deadline. PACSD
personnel will distribute copies of the documentation to all appropriate City personnel to
determine whether any damage has been done to the license area, access routes, or
temporary workspaces.
6.4.2. Conformance with Plans. The Facilities will be constructed and operated
in accordance with the specifications and in the areas of the Park indicated on Exhibit
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"B." No surface excavation or tree disturbance shall be allowed in the Park except where
specified.
6.4.3. Pipeline Depth. For any installation by boring beneath the Park, the pipe
shall be placed at a minimum depth of eight (8) feet unless otherwise specified in Exhibit
"B." For any open trench installation within the Park, the pipe shall be buried at a
minimum depth of four (4) feet unless otherwise specified in Exhibit "B." For purposes
of this provision, the referenced depths shall be measured from the top of the pipe, as
installed, to the surface of the Park. The City shall have the right, but not the obligation,
to have an inspector present to verify the installed depth of the Pipeline.
6.4.4. Work Areas. Company shall specify work areas prior to construction and
shall survey and stake said areas, notating the centerline and boundaries of the work areas
as agreed upon at the pre -construction meeting held in accordance with Section 6.1.1.
Travel outside of the designated areas shall not be permitted. Any equipment to be stored
in the work area must be approved by the Director. No equipment may be stored within
the Park at any location other than the designated work areas.
6.4.5. Trenching, Soil Replacement, and Compaction,. Any trenching required in
connection with the installation of the Pipeline shall be performed by double -ditching,
with the top twelve inches (12") of soil being removed and stored separately from the
balance of the dirt being removed in making the ditch or trench for installation of the
Pipeline. In backfilling after installation of the Pipeline, the topsoil that was removed
first shall be placed back in the trench only after all remaining dirt has been resituated so
as to result in the topsoil being returned to the top of the ditch. After trenches have been
refilled, they shall be compacted to a minimum 90% Standard Proctor Density (S.S.T.M.
D698). Following compaction, Company shall comb or rake the surface and remove any
debris such as glass, pottery, or metal that is two inches across or greater.
Following compaction and surface preparation and prior to performing restoration
of the surface vegetation, Company shall provide PACSD with copies of all density
testing and with written verification that all trenching, soil replacement, backfilling, and
compaction were performed in accordance with the above requirements. If Company
fails to provide written verification prior to restoring surface vegetation, City may, at its
option, commission or perform its own testing to determine whether proper trenching,
soil replacement, backfilling, and compaction have occurred. Company shall be
responsible for reimbursing the City for its actual costs for any such testing and shall also
be responsible for any costs associated with correcting any defects that such testing may
reveal, including, but not limited to, costs associated with removing and replacing up to
twelve inches (12") of dirt if it does not meet the requirements of Replacement Soil,
performing additional compaction, and removing and re -installing new sod or other
surface vegetation. Company shall place new sod on all surface areas that have been
disturbed in the construction and installation process; for purposes of this requirement,
surface areas shall be considered to be disturbed if they have been the site of trenching,
bore pits, rutting, or other similarly invasive activities.
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6.4.6. Ingress and Egress. The Company shall use only those access routes
agreed to and staked during the pre -construction meeting. Any access gates used by
Company shall either remain locked at all times or, when opened for use by Company, be
manned for security purposes. The Company will tandem lock all gates, so that the
City will have access at all times and Company will not change or alter any City lock
thereon without the City's permission. Company temporary access and turn around
needs shall be agreed upon and staked during the pre -construction meeting.
To the extent Company uses any existing Park roads as access routes, Company
shall be responsible for restoring such roads to a condition that is at least as good as the
one in which such roads existed before Company's construction activity. The width of
temporary travel lanes shall not exceed twenty (20) feet, as outlined on the attached
Exhibit "B." PACSD shall inspect temporary access routes after their construction and
prior to their use to ensure compliance with the plan agreed upon at the pre -construction
meeting held in accordance with Section 6.1.1.
6.4.7. Equipment. The area defined as a temporary workspace for equipment,
storage of materials and as a route of ingress and egress for vehicles shall be approved at
the pre -construction meeting as contemplated in Section 6.1.1. Equipment to be stored
on the Park must be cleared in advance with the Director.
6.4.8. Equipment Travel. All equipment shall remain within the license area of
the Park. Travel outside of such designated areas shall not be permitted. Pursuant to the
terms of this Agreement, upon completion of construction, any damage from Company
activity to cable fences and the Park surface shall be repaired or replaced to a condition
that is at least as good as the one that existed prior to Company's construction activity in
the Park, provided, however, Company shall immediately notify City of any damage
during construction to utilities running through or servicing the Park. Upon
notification, PACSD shall determine the method of repair, and Company shall provide
for the immediate repair and for restoration of the disturbed area to a condition that is at
least as good as the one that existed prior to the Company's construction activity in the
Park. If Company fails to perform repairs in accordance with PACSD specifications,
City may, at its option, provide for the repairs to be redone in accordance with PACSD
specifications. Company shall be responsible for reimbursing the City for its actual costs
for any such re -repair and shall also be responsible for the costs of performing any
associated surface or Park restoration.
6.4.9. Tracer Wire. The Company shall have the right to lay tracer (tracking)
wire on the surface of the Park to track the location of the bore during installation.
6.4.10. Temporary Fencing. The perimeter boundaries of all bore pit areas, travel
ways, temporary workspace and any storage areas are to be fenced in accordance with
fencing requirements agreed to by field representative of the Company and PACSD. All
required fencing shall remain in place until such time as (i) the site has been restored by
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Company as provided in this Agreement and (ii) such restoration has been inspected and
accepted by the Director.
6.4.11. Vegetation Requirements: Soil. At the pre -construction meeting,
Director will identify trees that are anticipated to be affected by the Facilities installation
and therefore are subject to protective measures as outlined herein, including, but not
limited to, any trees that are within fifty feet (50') of any access route to be utilized by
Company. Before beginning construction, Company will place orange mesh fencing
around the critical root zone of each identified tree. Once the tree protection fencing has
been installed, Company shall schedule a field inspection with PACSD to verify the
location and installation of the fencing. Company shall ensure the fencing remains in
place throughout construction and will take other reasonable measures to safeguard the
identified trees. If any tree within the Park is damaged in connection with operations
performed by or on behalf of Company, Company shall undertake remediation efforts,
including paying of remediation costs, in accordance with Section 6.5.
To minimize erosion and harm to grass or other ground cover plantings during the
Facilities installation, Company shall provide ground cover for all disturbed surface
areas. Ground cover must be approved by PACSD and may include a combination of
straw, seeding, sod, or other materials. Following Facilities completion, Company will
replant, reseed and water any area disturbed by the construction of the Facilities as many
times as necessary until a stand of grass is in place which is comparable to that which
was originally in place, before the disturbance. The grass shall have an established root
system which shall be approved and accepted by the Director. Restoration of surface
areas disturbed shall be sodded and maintained according to the specifications in Exhibit
"C." In addition, at the pre -construction meeting, PACSD staff shall identify those
portions of the Park that remain unrestored from Company's prior installation of the
twenty -inch (20") gathering line; Company shall restore those areas in accordance with
the terms of this Agreement on or before the Restoration Deadline, and failure to do so
shall be treated in the same manner as any other failure to restore hereunder.
Except as otherwise provided herein, Company shall stockpile any and all
excavated soil from the Facilities construction for use in surface restoration. Importing
of outside soil shall not be allowed without the Director's advance written approval.
Prior to bringing outside soil into the Park, Company shall provide PACSD with written
documentation from the soil provider describing the composition of the soil and
certifying that the soil is free from waste and from contamination. If PACSD discovers
that Company has imported soil without advance written approval, City may, at its
option, have such soil removed and replaced with soil that complies with City
requirements. Company shall be responsible for reimbursing the City for its actual costs
for any such testing and for soil removal and replacement. Company shall also be
responsible for any costs associated with correcting any related surface damage,
including, but not limited to, costs associated with performing additional compaction and
removing and re -installing new sod or other surface vegetation.
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6.4.12. Surface Monitoring for Release of Fluids. During periods of active
boring, Company shall ensure that drilling mud pressures are continuously monitored and
that the entire length of the drill bore is visually inspected at least once daily to check for
any signs of drilling mud or other drilling -related fluid flowing up to the ground surface.
If drilling mud or other drilling -related fluid is detected on the Park surface, Company
shall ensure that the Director is notified immediately of the release. Company shall
coordinate with the Director on a plan of action to address the fluid release and shall be
allowed access to the Park for purposes of containment. At all times during boring
operations, Company will have hard copies of the Material Safety Data Sheets and the
appropriate storm drain grid maps and storm drain sheets on site at each drill location.
Company shall ensure that sufficient City -approved materials are delivered to the site
within twelve (12) hours of initial fluid detection to protect against drill mud or other
drilling -related fluids entering the City's sanitary sewer or stormwater drainage systems.
To determine the extent of any contamination, Company will ensure that testing is
performed in and around the area of the release as required by the Director and shall
provide the City with written copies of all the results of such testing.
6.4.13. Timelines for Required City Inspections. For purposes of the City
inspections required under Sections 6.4.6, 6.4.10, and 6.4.11, if Company notifies
PACSD before noon that a required measure is ready to be inspected, City shall perform
the inspection before the close of the same business day; if Company notifies PACSD
after noon that a required measure is ready to be inspected, City shall perform the
inspection before noon on the next business day. If the City has not performed the
inspection by the applicable deadline, the Company may proceed without the required
inspection.
6.5. Damage to Trees During Construction, Maintenance or Repair.
In the event of any damage to trees during the construction, maintenance or repair of the
Facilities, Company shall comply with the following:
6.5.1 In General. The City Forester shall have the right to inspect any trees
located on the Park for damage by Company and if applicable may inspect trees for
slight, moderate or severe damage as described below.
6.5.1.1. Standards for Measuring
Branches shall be measured at the point of attachment or at the lateral to which
the branch would be pruned back under ANSI standards. Tree caliper shall be
measured according to accepted industry standards. Trees greater than 6" in
caliper shall be measured using diameter at breast height (DBH).
6.5.1.2. Slight Damage:
Slight damage shall be defined as damage that, in the opinion of the City Forester,
can be reasonably anticipated to heal. Examples include, but are not limited to,
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(i) scarring of the trunk into the cambial layer up to 2" in width but less than 1/3
of the trunk circumference; and (ii) breaking of limbs that are less than 2" in
diameter and less than 1/3 of the trunk caliper.
Remediation costs shall be assessed at a rate of $100.00 for each instance of slight
damage.
6.5.1.3. Moderate Damage:
Moderate damage shall be defined as damage that, in the opinion of the City
Forester, can reasonably be anticipated to contribute to the poor health and slight -
to -moderate reduction in longevity of the tree. Examples include, but are not
limited to, (i) scarring of the trunk into the cambial layer greater than 2" in width
but less than 1/3 of the trunk circumference; and (ii) breaking of limbs that are
more than 2" in diameter but less than 1/3 of the trunk caliper.
Remediation costs shall be assessed for each instance of moderate damage at the
following rates:
(i) for any tree that is more than 20 inches in caliper, the greater of:
(A) one—half of the estimated value of the tree or
(B) $300.00 per caliper inch;
(ii) for any tree that is less than 20 inches in caliper, $300.00 per caliper
inch.
6.5.1.4. Severe Damage:
Severe damage shall be defined as damage that, in the opinion of the City
Forester, can reasonably be anticipated to contribute to a severe reduction in
longevity of the tree. Examples include, but are not limited to, (i) scarring of the
trunk to the cambial layer greater in width than 1/3 of the trunk circumference;
(ii) uprooting or causing a tree to lean; (iii) damage to a scaffolding branch or
branch that is greater in diameter than 1/3 of trunk caliper; and (iv) removal of a
tree.
Remediation costs shall be assessed for each instance of severe damage at the
following rates:
(i) for any tree that is twenty-five (25) inches or less in caliper, the
appraised value of the tree;
(ii) for any tree greater than twenty-five (25) inches in caliper, twice the
appraised value of the tree.
6.5.2. Payment of Remediation Costs. Company shall make payment for any
such damages and must plant replacement trees for severely damaged trees at a location
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to be determined by PACSD. Replacement shall be made on caliper -inch -per -caliper -
inch basis with a minimum size replacement tree of 2" in caliper. Company shall be
responsible for the planting watering, mulching, and maintenance of replacement trees
for a period of not less than 2 years from the date of planting. Replacement trees will be
planted during the optimal planting season as directed by the City Forester. Any tree that
does not survive the 2-year establishment period shall be compensated for by the
Company to PACSD at a rate of $200.00 per caliper inch.
6.5.3. Applicability of City's Tree Ordinance. Remediation costs assessed
hereunder constitute contractual damages intended to compensate the Parks and
Community Services Department as custodian of the property and have no bearing on
whether or to what extent any fines may be due under the Urban Forestry Ordinance of
the Fort Worth Zoning Ordinance.
6.6. Emertencv Procedures.
6.6.1. For purposes of this Section, a public emergency shall be any condition
which, in the opinion of the City officials specified below, poses an immediate threat to
life, health or property and is caused by any natural or man-made disaster, including, but
not limited to, storms, floods, fires, accidents, explosion, water main breaks and
hazardous materials spills. In the event of a public emergency, the City shall have the
right to take whatever action is deemed appropriate by the City Manager, Mayor, Police
Chief or Fire Chief, or their authorized representatives, including, but not limited to,
action that may result in damage to the Facilities, and Company hereby (i) releases the
City, its officers, agents, servants, employees and subcontractors from liability or
responsibility for any Damages, as defined in this Agreement, that may occur to the
Facilities or that Company may otherwise incur as a result of such a response, and (ii)
agrees that Company, at Company's sole cost and expense, shall be responsible for the
repair, relocation or reconstruction of all or any of its Facilities that are affected by such
action of the City.
In responding to a public emergency, the City agrees to comply with all local, state and
federal laws, including any requirements to notify the Texas One Call System, to the
extent that they apply at the time and under the circumstances. In addition, if the City
takes any action that it believes will affect the Facilities, the City will notify Company as
soon as practicable so that Company may advise and work with the City with respect to
such action.
6.6.2. The Company shall maintain written emergency response plans pursuant
to applicable federal regulations, which are currently contained in 49 C.F.R. § 192.615,
as from time to time adopted or amended.
6.6.3. In the event of an emergency that directly involves that portion of the
Pipeline or other Facilities located in the Park and that necessitates immediate emergency
response work or repairs, Company may initiate the emergency response work or repairs
or take any action required under the circumstances provided that Company notifies the
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City as promptly as possible. After the emergency has passed, Company shall apply for
and obtain any applicable federal, state and local permits that may be required for the
emergency work under applicable laws as such may be adopted and amended from time
to time and shall otherwise fully comply with the requirements of this Agreement.
6.7. Surface Repairs Due to Installation or Other Company Activity.
Following any construction activity by or on behalf of the Company that affects
the surface of the Park (including construction activity related to initial installation,
operation, maintenance, or removal of the Facilities), Company, at its sole cost and
expense, and in a manner approved by the City, shall promptly restore any portion of the
Park, Public Rights of Way, or other City -owned property that are in any way disturbed
or damaged by the construction activity to a condition that is at least as good as the one in
which such property was found immediately prior to the construction activity, including,
but not limited to, repair of any City infrastructure and restoration of any
vegetation. Unless otherwise specified in this Agreement or by the City, Company shall
diligently commence such restoration within thirty (30) calendar days following the final
date of construction activity by or on behalf of the Company. All materials for
restoration of the Park shall be inspected and approved by the Director prior to
placement. Any soil and grass used in connection with the restoration shall be
accompanied by supporting documentation certifying that the quality meets or exceeds
specifications required pursuant to the specifications attached in Exhibit "C". All
planting material shall be inspected by the Director prior to installation. For purposes of
this provision, if Company notifies PACSD before noon that the restoration material is
ready to be inspected, City shall attempt to perform the inspection before the close of the
same business day; if Company notifies PACSD after noon that the material is ready to
be inspected, City shall attempt to perform the inspection before noon on the next
business day. If the City has not performed the inspection by the applicable deadline, the
Company's deadlines under Section 6.1.2 shall be extended by the difference between the
City's deadline and the date and time at which the City actually performs the inspection.
Company will water each affected area as many times as necessary until a stand of grass
is established comparable to that which was originally in place before the construction
activity. Surface areas to be restored shall be determined by the Director. To achieve
compliance with this section, the parties agree to provide advanced scheduling and notice
thereof whenever possible so that the Company's contractors and subcontractors and
City's inspector can effectively coordinate scheduling and inspection of work in a
reasonable and timely manner.
In the event of a gas, drill mud, or other drilling -related spill, Company shall
immediately notify the City and coordinate with the Director the removal of any and all
contaminated soil from the property in accordance with all applicable federal, state, and
local laws as such may be adopted or amended from time to time.
For any construction activity other than initial installation of the Facilities, City
and Company shall negotiate to establish a schedule for completion of the construction
Natural Gas Facilities License Agreement Ilarmon Field Park
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activity and restoration of any affected park areas with such agreed schedule to be
memorialized via a memorandum signed by representatives of both the Company and
City. To ensure Company's diligence in complying with any such schedule, Company's
failure to meet the schedule shall be considered to be a failure to meet a Completion or
Restoration Deadline (as appropriate) and subject to liquidated damages in accordance
with Section 6.1.2 of this Agreement.
6.8. "As -Built" Plans and Maps.
Company, at Company's sole cost and expense, shall provide the City with as -
built plans of all portions of the Facilities located in the City and the City's
extraterritorial jurisdiction and maps showing such Facilities within ninety (90) calendar
days following the completion of such Facilities. Company shall supply the textual
documentation of such as -built plans and maps in computer format as requested in
writing by the City and shall otherwise fully cooperate with the City in ensuring that the
Facilities are accurately reflected in the City's mapping system.
6.9. Specifications of the Facilities.
The Company shall erect, install, construct, operate, repair, replace and maintain
the Pipeline and other Facilities in accordance with the specifications in Exhibit "B" and
pursuant to all applicable rules and regulations promulgated by the U.S. Department of
Transportation, Office of Pipeline Safety, (including, but not limited to, those set out in
the Code of Federal Regulations Title 49 Part 192) and as adopted and modified by the
Railroad Commission of Texas. The Pipeline shall not exceed a nominal diameter of
eight inches (8") and a license area width of no more than ten feet (10") within the Park
as depicted on Exhibit "A."
6.10. Marking of Pipeline.
The Pipeline and other Facilities shall be marked pursuant to the rules and regulations
promulgated by the U.S. Department of Transportation, Office of Pipeline Safety, as set out in the Code of
Federal Regulations Title 49 Part 192 and as adopted and modified by the Railroad Commission of Texas,
with signage that shall show conspicuously Company's name and a toll -free telephone number of Company
that a person may call for assistance.
6.11. Surface Excavation and Additional Fees.
The City shall have the right to coordinate all excavation work in the Park in a
manner that is consistent with and convenient for the implementation of the City's
program for public dedicated open space. In order to preserve the integrity of the Park,
Company shall not cut, excavate or otherwise breach or damage the surface of the Park
except as permitted under the terms of this Agreement. If Company desires to take any
action at the Park involving cutting, excavating, or damaging the Park surface in a
manner not permitted herein, the parties agree to negotiate in good faith to determine
Natural Gas Facilities License Agreement llarmon Field Park
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whether and under what conditions such action may be permitted and to establish a
reasonable fee therefor; if the parties agree on terms, they shall execute an amendment to
this Agreement memorializing same.
6.12. Relocation of Facilities.
Within forty-five (45) calendar days following a written request by the City,
Company, at Company's sole cost and expense, shall protect, support, disconnect or
relocate to another portion of the Park all or any portion of its Facilities due to street or
other public excavation, construction, repair, grading, re -grading or traffic conditions; the
installation of sewers, drains, water pipes or municipally -owned facilities of any kind; the
vacation, construction or relocation of streets or any other type of structure or
improvement of a public agency; any public work; or any other type of improvement
necessary, in the City's sole discretion, for the public health, safety or welfare. If
Company reasonably requires more than forty-five (45) days to comply with the City's
written request, it shall notify the PACSD in writing, and the City will work in good faith
with Company to negotiate a workable time frame.
6.13. Removal of Facilities.
Upon the revocation, termination or expiration without extension or renewal of
this Agreement, Company's right to use the Park under this Agreement shall cease and
Company shall immediately discontinue the transportation of Gas in or through the Park.
Within six (6) months following such revocation, termination or expiration, Company, at
Company's sole cost and expense, shall remove the Valve Station and Access Drive and
shall, at the City's option, either remove the Pipeline or cap and leave the Pipeline in
place in accordance with applicable laws and regulations. If Company has not removed
the Valve Station and Access Drive and either removed or capped the Pipeline (as
approved by the City) within six (6) months following revocation, termination or
expiration of this Agreement, the City may deem any portion of the Facilities remaining
in the Park abandoned and may, at the City's sole option, (i) take possession of and title
to such property or (ii) take any and all legal action necessary to compel Company to
remove such Facilities; provided, however, that Company may not abandon its facilities
or discontinue its services within the City without the approval of the Commission or
successor agency or any other regulatory authority with such jurisdiction.
Within six (6) months following revocation, termination or expiration of this
Agreement and in accordance with Section 10 of this Agreement, Company shall also
restore any property, public or private, that is disturbed or damaged (i) by removal of the
Valve Station and Access Drive and/or (ii) by removal (or, if consented to by the City,
capping and leaving in place) of the Pipeline. If Company has not restored all such
property within this time, the City, at the City's sole option, may perform or have
performed any necessary restoration work, in which case Company shall immediately
reimburse the City for any and all costs incurred in performing or having performed such
restoration work.
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7. LIABILITY AND INDEMNIFICATION.
7.1. Liability of Company.
Company shall be liable and responsible for any and all damages, losses,
liabilities (joint or several), payments, obligations, penalties, claims, litigation, demands,
defenses, judgments, lawsuits, proceedings, costs, disbursements or expenses (including,
without limitation, fees, disbursements and reasonable expenses of attorneys, accountants
and other professional advisors and of expert witnesses and costs of investigation and
preparation) of any kind or nature whatsoever (collectively "Damages"), which may
arise out of or be in any way connected with (i) the construction, installation, operation,
maintenance or condition of the Facilities or any related facilities or appurtenances; (ii)
the transportation of Gas through the Facilities; (iii) any claim or lien arising out of work,
labor, materials or supplies provided or supplied to Company, its contractors or
subcontractors; or (iv) Company's failure to comply with any federal, state or local law,
ordinance, rule or regulation, except to the extent directly caused by the negligent or
grossly negligent act(s) or omission(s) or intentional misconduct of the City.
COMPANY HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR PROPERTY LOSS, PROPERTY DAMAGE AND/OR PERSONAL INJURY OF
ANY KIND, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF ANY KIND
OR CHARACTER, WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN
CONNECTION WITH ITS USE OF THE PARK UNDER THIS AGREEMENT OR
WITH THE USE, MAINTENANCE, OCCUPANCY, EXISTENCE OR LOCATION
OF THE FACILITIES, EXCEPT TO THE EXTENT CAUSED SOLELY BY THE
NEGLIGENCE OR INTENTIONAL MISCONDUCT OF THE CITY.
7.2 Indemnification.
COMPANY, AT COMPANY'S SOLE COST AND EXPENSE, SHALL
INDEMNIFY AND HOLD HARMLESS THE CITY, ITS OFFICERS, BOARDS,
COMMISSIONS, AGENTS, EMPLOYEES AND VOLUNTEERS
("INDEMNITEES"), FROM AND AGAINST ANY AND ALL DAMAGES,
INCLUDING LOST REVENUES, WHICH MAY ARISE OUT OF OR BE IN ANY
WAY CONNECTED WITH (I) THE CONSTRUCTION, INSTALLATION,
OPERATION, MAINTENANCE OR CONDITION OF THE FACILITIES OR ANY
RELATED FACILITIES OR APPURTENANCES; (II) THE TRANSPORTATION
OF GAS THROUGH THE FACILITIES; (III) ANY CLAIM OR LIEN ARISING
OUT OF WORK, LABOR, MATERIALS OR SUPPLIES PROVIDED OR SUPPLIED
TO COMPANY, ITS CONTRACTORS OR SUBCONTRACTORS; OR (IV)
COMPANY'S FAILURE TO COMPLY WITH ANY FEDERAL, STATE OR LOCAL
LAW, ORDINANCE, RULE OR REGULATION, EXCEPT TO THE EXTENT
DIRECTLY CAUSED BY THE NEGLIGENT ACT(S) OR OMISSIONS) OR
INTENTIONAL MISCONDUCT OF THE CITY.
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7.3 Assumption of Risk and Environmental Remediation.
COMPANY HEREBY REPRESENTS TO THE CITY THAT (i) COMPANY HAS
FULLY INSPECTED THE PARK; (ii) COMPANY IS SATISFIED WITH THE
CONDITION OF THE PARK; AND (iii) COMPANY HAS BEEN FULLY ADVISED
OF ITS OWN RIGHTS WITHOUT RELIANCE UPON ANY REPRESENTATION
MADE BY THE CITY, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, COMMISSIONS, BOARDS OR
VOLUNTEERS. COMPANY HEREBY UNDERTAKES AND ASSUMES, FOR AND
ON BEHALF OF COMPANY, ITS OFFICERS, AGENTS, CONTRACTORS,
SUBCONTRACTORS AND EMPLOYEES, ALL RISK OF DANGEROUS
CONDITIONS, IF ANY, ON OR ABOUT THE PARK.
ALTHOUGH, TO THE BEST OF THE CITY'S KNOWLEDGE, THE PARK
COMPLIES WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENVIRONMENTAL LAWS AND REGULATIONS (COLLECTIVELY
"ENVIRONMENTAL LAWS"), THE CITY DOES NOT WARRANT SUCH.
COMPANY HEREBY COVENANTS AND AGREES THAT COMPANY, AT ITS SOLE
COST AND EXPENSE, SHALL BE FULLY RESPONSIBLE FOR THE VIOLATION
OF ANY ENVIRONMENTAL LAWS CAUSED, IN WHOLE OR IN PART, BY
COMPANY, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS OR INVITEES, AND ANY REMEDIATION THAT MAY BE
REQUIRED AS A RESULT OF SUCH VIOLATION, EXCEPT TO THE EXTENT
CAUSED BY THE CITY.
7.4. Defense of Indemnitees.
In the event any action, lawsuit or other proceeding is brought against any
Indemnitee by reason of any matter for which the Indemnitees are indemnified hereunder,
the City shall give Company prompt written notice of the making of any claim or
commencement of any such action, lawsuit or other proceeding, and Company, at
Company's sole cost and expense, shall resist and defend the same with reasonable
participation by the City and with legal counsel selected by Company and specifically
approved by the City. In such an event, Company shall not admit liability in any matter
on behalf of any Indemnitee without the advance written consent of the City.
8. INSURANCE.
Company shall procure and maintain at all times, in full force and effect, a policy or
policies of insurance to provide coverage as specified herein, naming the City as an
additional insured and covering all public risks related to the use, occupancy, condition,
maintenance, existence or location of the Park and the construction, installation, operation,
maintenance or condition of the Facilities, including the transportation of Gas through the
Facilities. The required insurance can be met by a combination of self-insurance,
primary and excess policies.
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8.1. Primary Liability Insurance Coveraee.
• Commercial General Liability:
$1,000,000 per occurrence, including coverage for the following: (i) Premises
Liability; (ii) independent contractors; (iii) products/completed operations; (iv)
personal injury; (v) contractual liability; (vi) explosion, collapse and
underground property damage.
• Properly Damaee Liability:
$10,000,000 per occurrence
• Automobile Liability:
$1,000,000 per accident,
including, but not limited to, all owned, leased, hired or non -owned motor
vehicles used in conjunction with the rights granted under this Agreement
• Umbrella Policy (to extend or replace primary coverage once the aggregate limits
of liability have been exhausted):
$5,000,000 per occurrence/accident
• Environmental Imnairment/Pollution Liability:
$5,000,000 per occurrence
• Worker's Compensation:
As required by law; and, Employer's Liability as follows:
$1,000,000 per accident.
8.2. Revisions to Required Coveraee.
At the reasonable recommendation of the City's Risk Manager, the City may at any
time revise insurance coverage requirements and limits required by this Agreement.
Company agrees that within thirty (30) days of receipt of written notice from the City,
Company will implement all such revisions requested by the City. The policy or policies of
insurance shall be endorsed to provide that no material changes in coverage, including, but
not limited to, cancellation, termination, non -renewal or amendment, shall be made without
thirty (30) days' prior written notice to the City.
8.3. Underwriters and Certificates.
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Company shall procure and maintain its insurance with underwriters authorized to
do business in the State of Texas and who are acceptable to the City in terms of solvency
and financial strength. Within thirty (30) days following adoption of this Agreement by the
City Council, Company shall furnish the City with certificates of insurance signed by the
respective companies as proof that it has obtained the types and amounts of insurance
coverage required herein. In addition, Company shall, on demand, provide the City with
evidence that it has maintained such coverage in full force and effect.
8.4. Deductibles.
Deductible or self -insured retention limits on any line of coverage required herein
shall not exceed $1,000,000 in the annual aggregate unless the limit per occurrence or per
line of coverage, or aggregate is otherwise approved by the City.
8.5. No Limitation of Liability.
The insurance requirements set forth in this Section 8 and any recovery by the City
of any sum by reason of any insurance policy required under this Agreement shall in no way
be construed or affected to limit or in any way affect Company's liability to the City or other
persons as provided by this Agreement or law.
9. DEFAULTS.
The occurrence at any time during the term of this Agreement of one or more of the
following events shall constitute an "Event of Default" under this Agreement:
9.1. Failure to Pay License Fee.
An Event of Default shall occur if Company fails to pay any License Fee or other
amount due hereunder on or before its respective due date.
9.2. Breach.
An Event of Default shall occur if Company materially breaches or violates any
of the terms, covenants, representations or warranties set forth in this Agreement or fails
to perform any obligation required by this Agreement, including, but not limited to,
constructing and operating the Facilities in accordance with Section 6.9.
9.3. Bankruptcy, Insolvency or Receivership.
An Event of Default shall occur if Company (i) files a voluntary petition in
bankruptcy; (ii) is adjudicated insolvent; (iii) files any petition or fails to contest any
petition filed against it seeking any reorganization, arrangement, composition,
readjustment, liquidation, dissolution or similar relief for itself under any laws relating to
Natural (ias Facilities License Agreement Harmon Field Park
Page 20 of 31
bankruptcy, insolvency or other relief for debtors; (iv) seeks, consents to or acquiesces in
the appointment of any trustee, receiver, master, custodian or liquidator of Company, any
of Company's property or any revenues, issues, earnings or profits thereof; (v) makes an
assignment for the benefit of creditors; or (vi) fails to pay Company's debts generally as
they become due.
9.4. Violations of the Law.
An Event of Default shall occur if Company violates any existing or future federal,
state, or local laws, ordinances, rules and regulations of the City.
9.5 Failure to Complete Construction.
An Event of Default shall occur if Company fails to complete construction of the
Facilities in accordance with Section 6.1.2.
10. UNCURED DEFAULTS AND REMEDIES.
10.1. Notice of Default and Opportunity to Cure.
If an Event of Default occurs under Section 9.1 on account of Company's failure
to make a required payment, such Event of Default shall be deemed an Uncured Default
and the City shall have the right to terminate this Agreement immediately upon provision
of written notice to Company. If an Event of Default occurs for a reason other than
failure to make a required payment or failure to comply with Section 6.9, the City shall
provide Company with written notice and shall give Company the opportunity to cure
such Event of Default. For an Event of Default which can be cured by the immediate
payment of money to the City, Company shall have thirty (30) days from the date it
receives written notice from the City to cure the Event of Default. For any other Event of
Default (other than a violation of Section 6.9), Company shall have thirty (30) days from
the date it receives written notice from the City to cure the Event of Default. If the
default cannot reasonably be cured within thirty (30) days, Company shall not be in
default of this Agreement if Company commences to cure the default within the thirty
(30) day period and continues diligently and in good faith to cure the default. The parties
acknowledge that violations of Section 6.9 may not be curable in nature. Therefore, any
violation of the requirements of Section 6.9 beyond the first violation shall be considered
a Non -curable Event of Default. If any Event of Default is not cured in accordance
herewith or is a Non -curable Event of Default, such Event of Default shall, without
further notice from the City, become an "Uncured Default" and the City immediately
may exercise the remedies provided in Section 10.2.
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10.2. Remedies for Uncured Defaults.
Upon the occurrence of an Uncured Default, the City shall be entitled to exercise,
at the same time or at different times, any of the following remedies, all of which shall be
cumulative of and without limitation to any other rights or remedies the City may have:
10.2.1. Termination of Agreement.
Upon the occurrence of an Uncured Default, the City may terminate this
Agreement. Upon such termination, Company shall forfeit all rights granted to it
under this Agreement and, except as to Company's unperformed obligations and
existing liabilities as of the date of termination, this Agreement shall
automatically be deemed null and void and shall have no further force or effect.
Company shall remain obligated to pay and the City shall retain the right to
receive License Fees and any other payments due up to the date of termination.
Company shall remove the Facilities from and restore the Park as and when
requested by the City. The City's right to terminate this Agreement under this
Section 10.2.1 does not and shall not be construed to constitute any kind of
limitation on the City's right to terminate this Agreement for other reasons as
provided by and in accordance with this Agreement; provided, however, that
Company may not abandon the Pipeline without the approval of the Commission
or successor agency or other regulatory authority with jurisdiction, if such action
without such approval is prohibited at the time by applicable federal or state law
or regulation.
10.2.2. Legal Action against Company.
Upon the occurrence of an Uncured Default, the City may commence
against Company an action at law for monetary damages or in equity, for
injunctive relief or specific performance of any of the provisions of this
Agreement which, as a matter of equity, are specifically enforceable.
11. PROVISION OF INFORMATION.
11.1. Filings with the Commission.
Company shall provide copies to the City of all documents which Company files
with or sends to the Commission concerning or related to its transportation of Gas
through or other operations in the City, including, but not limited to, filings related to (i)
tariffs; (ii) rules, regulations and policies requested, under consideration or approved by
the Commission; and (iii) applications and any supporting pre -filed testimony and
exhibits filed by Company or third parties on behalf of Company, on the same date as
such filings are made with the Commission. In addition, Company shall provide the City
upon request with copies of records, documents and other filings that Company is
required to maintain or supply to the Commission under any applicable state or federal
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law, rule or regulation concerning or related to its transportation of Gas through or other
operations in the City.
11.2. Lawsuits.
Company shall provide the City with copies of all pleadings in all lawsuits to
which Company is a party and that pertain to the granting of this Agreement and/or the
transportation of Gas through the City within thirty (30) days of Company's receipt of
same.
12. COMPANY AS INDEPENDENT CONTRACTOR.
It is expressly understood and agreed that Company shall operate as an independent
contractor as to all rights and privileges granted by this Agreement, and not as an agent,
representative or employee of the City. Company shall have the exclusive right to control the
details of its business and other operations necessary or appurtenant to the transportation of Gas in
accordance with the terms and conditions of this Agreement, and shall be solely responsible for the
acts and omissions of its officers, agents, servants, employees, contractors and subcontractors.
Company acknowledges that the doctrine of respondeat superior shall not apply as between the
City and Company, its officers, agents, employees, contractors and subcontractors. Company
further agrees that nothing herein shall be construed as the creation of a partnership or joint
enterprise between the City and Company.
13. ASSIGNMENT PROHIBITED.
Company may not assign or otherwise transfer any of its rights or obligations under this
Agreement unless specifically authorized in writing by the City, which authorization shall not be
unreasonably withheld; provided, however, that Company may make such an assignment of its
rights to an affiliated company without the consent of City, provided, that upon such assignment,
Company shall notify City within sixty (60) days of said assignment. An `affiliated company'
shall mean any parent, subsidiary or sister company or other legal entity that controls, is controlled
by, or is under common control with Company. For purposes of this clause, `control' means direct
or indirect ownership of fifty percent (50%) or more of the voting rights of the subject entity.
Notwithstanding such an assignment to an affiliated company, Company shall remain liable to City
for any failure to perform hereunder by the affiliated assignee, and this provision shall thereafter be
applicable to Company and such affiliated assignee.
14. NOTICES.
Notices required pursuant to the provisions of this Agreement shall be conclusively
determined to have been delivered when (i) hand -delivered to the other party, its agents, employees,
servants or representatives, or (ii) received by the other party by United States Mail, postage
prepaid, return receipt requested, addressed as follows:
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To THE CITY:
City of Fort Worth
Parks and Community Services Director
1000 Throckmorton
Fort Worth, TX 76102
with a copy to:
City of Fort Worth
Department of Law
Attn: Attorney for PACSD
1000 Throckmorton
Fort Worth, TX 76102
15. NON-DISCRIMINATION COVENANT.
To COMPANY:
Texas Midstream Gas Services, L.L.C.
Mr. Ron Baranski
Manager, Property Rights
100 Energy Way
Fort Worth, Texas 76102
with a copy to:
Texas Midstream Gas Services, L.L.C.
C T Corporation System
350 North St. Paul Street, Suite 2900
Dallas, TX 75201
Company shall not discriminate against any person on the basis of race, color, national
origin, religion, handicap, sex, sexual orientation or familial status in the receipt of benefits from
Company's business operations, in any opportunities for employment with Company or in the
construction or installation of the Facilities.
16. NO WAIVER.
The failure of the City to insist upon the performance of any term or provision of this
Agreement or to exercise any rights that the City may have, either under this Agreement or the law,
shall not constitute a waiver of the City's right to insist upon appropriate performance or to assert
any such right on any future occasion.
17. GOVERNING LAW AND VENUE.
This Agreement shall be construed pursuant to and in accordance with the laws of the
United States of America and the State of Texas. If any action, whether real or asserted, at law or in
equity, arise out of the terms of this Agreement, Company's transportation of Gas or Company's use
of the Park, venue for such action shall lie exclusively in state courts located in Tarrant County,
Texas or the United States District Court for the Northern District of Texas, Fort Worth Division.
18. CONFERENCES.
At the request of either the City or Company, the City and Company shall meet at
reasonable times and upon reasonable notice to discuss any aspect of this Agreement, Company's
Facilities, Company's operations in the City, Company's transportation of Gas or Company's use of
the Park.
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19. SEVERABILITY.
If any provision of this Agreement is held to be invalid, illegal or unenforceable by a fmal
order entered by a court of competent jurisdiction, the validity, legality and enforceability of the
remaining provisions shall not in any way be affected or impaired. For purposes of this Agreement,
a court order shall be final only to the extent that all available legal rights and remedies pertaining to
such order, including, without limitation all available appeals, have been exhausted. In such an
event, the City and Company agree that they shall amend or have amended this Agreement to
comply with such fmal order entered by a court of competent jurisdiction.
20. FORCE MAJEURE.
In the event Company's performance of any of the terms, conditions or obligations required
by this Agreement is prevented by a cause or event that is not within Company's reasonable control,
Company's non-performance shall be deemed excused for the period of such inability. Causes or
events that are not within the Company's control shall include, but not be limited to, acts of God,
strikes, sabotage, riots or civil disturbances, failure or loss of utilities, explosions, natural disasters,
City Construction as defined by Section 6.1.4, and Park Events as defined by Section 6.1.5.
21. HEADINGS NOT CONTROLLING.
Headings and titles, other than those captions in Section 1, that are used in this Agreement
are for reference purposes only and shall not be deemed a part of this Agreement.
22. ENTIRETY OF AGREEMENT.
This Agreement, including the schedule of exhibits attached hereto and any documents
incorporated herein by reference, contains the entire understanding and agreement between the City
and Company as to the matters contained herein. Any prior or contemporaneous oral or written
agreement is hereby declared null and void to the extent in conflict with the terms and conditions of
this Agreement. This Agreement shall not be amended unless agreed to in writing by both parties
and approved by the City Council of the City.
Natural Gas Facilities License Agreement Harmon Field Park
Page 25 of 31
EXECUTED as of the later date below:
CITY OF FORT WORTH:
By:
anis
Askant City Manager
Date: drg11-6-
APPROVED S TO FORM AND LEGALITY:
By:1
Assisiant City orney
M&C: L-15360
J. Kayser, City S
TEXAS MIDST AM GAS SERVICES
9 By: .
AKRon Ron a anski
Manager, Property Rights
Date: /49/ 1-7-e / (---
4
11-1-pprovj 6-6 4', ey.14:4)i
to I
16° 00
o
o 4
di 8-40000000° a
ktAXAS
Natural Gas Facilities license Agreement llarmon Field Park
Page 26 of 31
, OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
ACKNOWLEDGEMENT
THE STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on this IR day of mm, 2012, by
Susan Alanis, Assistant City Manager of the City of Fort Worth, Texas, a municipfil corporation,
on behalf of the City of Fort Worth, Texas.
r MY COMMISSION EXPIRES
1FGbluary 2, 2014 ,---
s`s1N{"t° :'• L NDA M. HERRUNGRR
Natural Gas Facilities License Agreement Harmon Field Park
Page27of31
(40160.--
Nofary Public, State of Texas
My commission expires: ab <)--U
My commission number: 1 a I u -&
ACKNOWLEDGMENT
THE STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on this j (0 day of 1 \O(.L
2012, by Ron Baranski, Manager, Property Rights, for Texas Midstream Gas Services, L.P.C. an
Oklahoma limited liability company, on behalf of said company.
LESLIE A CONNOR
My Commission Expires
June 8, 2014
Natural Gas Facilities I icense Agreement Marmon Field Park
Page 28 of 31
Notary Public, State of Texas
My commission expires:
My commission number:
EXHIBIT "A"
PLATTED LEGAL DESCRIPTION
Company may only use (i) approximately seven hundred and forty-seven linear feet (747') crossing the Park for the
Pipeline; (ii) thirty-five feet (35') by forty feet (40') for the Valve Station; and (iii) ten feet (10') by twenty feet
(20')for the Access Drive, as depicted below and on the following pages:
F'an ,nt a ccG�,s
tcp 'Jz3IVE �ts3tlon
Surveys for Pipeline — Exhibits A2 (southern portion) and A3 (northern portion)
Surveys for Valve Station —Exhibit A4
Natural Gas Pipeline License Agreement Harmon Field Park
Page 29 of 32
Surveys for Northern
Temporary Workspace —
Exhibits A2 and A3
Surveys for Southern
Temporary Workspace —
Exhibits Al and A5
PACSD Maintenance
Accost During Construction
To remain unobstructed
at all tines
Natural Gas Facilities License Agreement Ilarmon Field Park
Page 30 of 32
EXHIBIT A-1
INTERSTATE
HWY 35W
(ROW VARIES)
EXHIBIT
CITY OF FORT WORTH
TRACT TX—TARR—WG1N-017.01
VOL 2473 PG 195
(77? 17)
CITY OF FORT WORTH
TRACT TX—TARR—WG1N-017.00
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(TR 18 k 18A)
aTY OF FORT WORTH
WEST 100' OF BLOC( 4
EAST ADDITION
VOL 106 PG 98
VOL 2829 PG 370
(SUBO% 10530)
CITY OF FORT WORTH
BLOC( 15
EAST ADDITION
VOL 106 PG 98
(sus/10530)
CITY OF FORT WORTH
BLOCK 16
EAST ADDITION
VOL 106 PG 98
(SURD( 10530)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V: \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WGIN EXHIBITS_017 00.DWG
QDf`
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.clowntown—desisp.com I REV
3/22/12 EJG DS
DATE BY APP
REVISED WORN SPACES
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.00
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
WEST GATE 1H NORTH
''Br
I 'SS
Br
eCNEDY I
PRO.f C T
ENCWEER
SECTION
HEAD
APPROVED
RY
10'01''. SEAYE
10/07/n
0
SHEET 1 OF 3
25 50'
EXHIBIT A-1
A
CENTERLINE LENGTH 218.83 FT
LICENSE AREA N/A
TEMP. WORKSPACE I N/A
ADD'L WORKSPACE I 15,524 SF
DDf I
EXHIBIT
FOUND 1/2"
IRON ROD
(CM) CITY OF FORT WORTH
TRACT TX- TARR-WG1N-017.01
VOL 2473 PG 195
(7R 17)
_S16'19'38"E
32.16'
0
N59'21'21 "E
47.23'
ADDITIONAL
WORKSPACE
15,524 SF
0.356 AC
POINT OF
BEGINNING
0+44
4 J
INTERSTATE HWY 35W
(ROW VARIES)
N74'29'30"E
28.16'
16
up,
\o
— CITY OF FORT WORTH
WEST 100' OF BLOCK 4
EAST ADDITION
VOL 106 PG 98
VOL 2829 PG 370
(5UB01 10530)
5
CITY OF FORT WORTH
TRACT TX- TARR-WGIN-017.055
BLOCKS 4, 5, 6, 7, 12,
13, 14, 15 AND 16
4 EAST ADDITION
VOL 106 PG 98
VOL 2510 PG 554
(SUB01 70530)
-- CITY OF FORT WORTH
TRACT TX- TARR-WG1N-017.00
VOL 2458 PG 75
TRACTS 1, 2 A D 3
(TR 18 & 18A)
S16'29'09"E
178.65'
S59'24'11"W
80.01'
FOUND 1/2" (CM)
IRON ROD
T
F
trt
o
•� LAB
Z0
FOUND 4"X4
TX DOT
ALUMINUM CAP
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
15
14
EAST ADDITION
VOL 106 PG 98
(5UB01 10530)
CITY OF FORT WORTH
VOL 1961 PG 622
(7R 22)
COMBINED SCALE FACTOR: 1.0001391
V: \52871\ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 OO.DWG
LICENSE AREA TABLE
1326 RDS1
N/A
N/A
0 356 AC
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com I REV
3/22/12 EJG I OS I REVISED WORKSPACES
DAZE BY I APP I DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.00
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
WEST GATE 1H NORTH
B,
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
BY
JSS ,0/0 "1 SCALE 1" 100
10
10/07/11
I I
50 100'
SHEET 2 OF 3
EXHIBIT A-1
EXHIBIT
QE$CRIPTION OF ADDITIONAL WORKSPACE
A PORTION OF TRACTS 1, 2 AND 3 TO THE CITY OF FORT WORTH AS DESCRIBED IN
DEED RECORDED IN VOLUME 2458 AT PAGE 75 OF THE RECORDS OF THE COUNTY OF
TARRANT, STATE OF TEXAS, AND SITUATED IN THE BEN T CROWLEY SURVEY, ABSTRACT
307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE
35W AS SHOWN ON STATE PROJECT -NUMBER I35W-5(5)425 AND THE SOUTHERLY
BOUNDARY OF SAID TRACT 2 FROM WHICH A FOUND 1/2" IRON ON SAID EASTERLY
RIGHT-OF-WAY LINE BEARS S1729'01"E 288.73 FEET;
THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE N15'30'30"W 219.28 FEET TO THE
SOUTHERLY BOUNDARY OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF
FORT WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 FROM WHICH A FOUND 1/2"
IRON ROD BEARS N1510'30"W 430.25 FEET;
THENCE ALONG SAID SOUTHERLY BOUNDARY N5921'21"E 47.23 FEET;
THENCE S1619'38"E 32.16 FEET;
THENCE N74'29'30"E 28.16 FEET;
THENCE S16'29'09"E 178.65 FEET TO THE SOUTHERLY BOUNDARY OF THE AFORESAID
TRACT 2;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'24'11"W 80.01 FEET TO THE POINT OF
BEGINNING;
CONTAINING 15,524 SQUARE FEET OR 0.356 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED. I, DANIEL A. SMITH,
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4645, STATE OF TEXAS, DO HEREBY
CERTIFY THAT THE ABOVE DESCRIBED EASEMENT AND ATTACHED PLAT WAS PREPARED
FROM AN ACTUAL AND ACCURATE ON THE GROUND SURVEY UNDER MY DIRECT
SUPERVISION AND WAS PREPARED FROM PUBLIC RECORDS WITHOUT THE BENEFIT OF A
COMMITMENT FOR TITLE INSURANCE.
DATE OF SURVEY: DANIEL A. SMITH
R.P.L.S. NO. 4645
(CM) CONTROL MONUMENT DATE OF SIGNATURE:
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR:
V: \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 00 DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION I
DDf f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-desian.com REV
3/22/,2
DATE
EJG
DS ] RENSED WORN SPACES
BY I APP
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.00
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
WEST GATE 1 H NORTH
DRAMN
BY
CNECNED
BY
PROJLCI
ENGINEER
SECON
HEAD
APPROVED
BY
l55
I3 10/0l/'1
SCALE 1 - N, A
SNEE1 S OF 3
EXHIBIT A-2
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT A
VOL 3339 PG 661
(TR 16A1)
EXHIBIT
K FO p g 00
SRWvOL 7726 P)
CRY OF FORT WORTH
TRACT
TX—TARR—WG1 N-017.03
VOL 2458 PG 84
(TR 16A)
CITY OF FORT WORTH
TRACT
TX—TARR—WG1 N-017.01
VOL 2473 PG 195
(TR 17)
BLK 6
BLK 5
EAST ADDRION \
VOL 106 PG 98
(SUED# 10530)
CITY OF FORT WORTH
VOL 2458 PG 75
TRACTS 2 AND 3
(TR 18)
BLK 7
TARRANT
COUNTY
WATER
CONTROL
VOL 2196
PG 209
BLK 8
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT B
VOL 3339 PG 661
(TRS 17H, 28, 12, 22B)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
— - - - — APPROXIMATE ABSTRACT LINE
V: \52871 \ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 01 DWG
5 03/30/12 JSS DS
DOWNTOWN DESIGN SERVICES, INC. • 03 22/12 JOM os
2333 MINNIS DRIVE, STATE F 3 E03/08/124S..TM4. DS
HALTOM CITY, TX 76117 2 0/06/11SJTM� rr
Tel: 817-744-7927
Fax: 817-744-7929 1 06/2./1, JMM r<
www.downtown—desian.com I REV DA E BY `APR
REVISED WORKSPACES
REVISEL WORKSPACES
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
WEST GATE 1H NORTH
DRAWN
By
ASS I 06,15, I, SCALE , = 200
REVISED WORKSPACES CHEC0EDBV OS
REVISED LICENSE AREA PROJECT
ENGINEER
REVISE ADDITIONAL WORKSPACE SECTION
HEAD
IAPPRRDVED
DESCRIPTION
06/16/„
0 100' 200
SHEET 1 OF 9
EXHIBIT A-2
CENTERLINE LENGTH 510.13 FT
LICENSE AREA 5,101 SF
TEMP WORKSPACE 37,014 SF
ADD'L WORKSPACE 37,772 SF
FOUND 3/4"
IRON ROD
(CM)
A o
GZ7 4-
f
FOUND 3/4"
IRON ROD
(CM)
INTERSTATE
HWY 35W
(ROW VARIES)
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-WG1N-017.03
VOL 2458 PG 84
(TR 164)
24'42'38"W 75.99'
POINT OF
BEGINNING
N59'21'21 "E
10.73'
20 00
S61'10'07"W
10.28'
ADDITIONAL
WORKSPACE# 1
1,368 SF
0.031 AC
CITY CLE PTIRT WCIPT41
IORKS AII C TRACT TX-TARR-WG1N-017.01
WORKSPAE# 1 VOL 2473 PG 195
14,415 SF (TR 17)
0.331 AC
10' LICENSE AREA
5,101 SF
0.117 AC
00
ONCOR ELECTRIC
DELIVERY CO LLC
PARCEL 10
VOL 1108 PG 125
CITY OF FORT WORTH
BLOCK 6
EAST ADDITION
VOL 106 PG 98
(SURD# 10530)
-- TEMPORARY
WORKSPACE# 2
6,551 SF
0.150 AC
CITY OF FORT WORTH
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SURD/ 10530)
CITY OF FORT WORTH \
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(SURD# 10530)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(TR 18)
(CM) CONTROL MONUMENT
(ASSESSOR'S DA TA)
— - - - — APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.00013910
V \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N EXHIBITS_017 01,DWG
LICENSE AREA TABLE TEXAS MIDSTREAM GAS SERVICES
30 92 RDS
0.117 AC
0.850 AC
0 868 AC
DIDf j
5 I03/30/12
JSS DS
DOWNTOWN DESIGN SERHICES, INC. • 03,'22; 12 JDR DS
2333 MINNIS DRIVE, SURE F 3 I03; 08, , 2+S2tR` DS
HALTOM CITY, TX 76117 2 0/06/11 SEITI.1 TF
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
1 06/24/11 JMM
REV I DATE BY
TF
APP
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
WEST GATE 1H NORTH
DRAW
Br
CAE CKEC
BY
PROJCC0
ENGINEER
REVISE ADORIONAE WORKSPACE SEHEADCTION
OESCRIPTION APPROVED
RY
REVSED WORKSPACES
REV15EC WORKSPAC FS
Rf VISE
REVISED
WORKSPACES
LICENSE AREA
1SS 0615,'SCALE
DS 06/16,11
IJO
0 50' 10C'
SHEET 2 OF 9
EXHIBIT A-2
EXHIBIT
PROPERTY DESCRIPTION OF LICENSE AREA
A 10.00 FOOT LICENSE AREA ACROSS A PARCEL OF LAND DESCRIBED IN A DEED TO THE
CITY OF FORT WORTH AS RECORDED IN IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF
THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT
307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID CITY OF FORT WORTH TRACT FROM WHICH
A FOUND 3/4" IRON ROD BEARS N24'42'38"W 75.99 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'21'21"E 10.73 FEET;
THENCE PARALLEL WITH AND 30.00 FEET EASTERLY FROM THE EASTERLY RIGHT OF WAY LINE
OF INTERSTATE HIGHWAY 35W AS SHOWN ON TEXAS DEPARTMENT OF TRANSPORTATION MAP
FOR STATE PROJECT NUMBER 135W-5(5)425 THE FOLLOWING TWO (2) COURSES;
1. S09'27'04"E 121.11 FEET;
2. S15'30'30"E 389.24 FEET;
THENCE S6110'07"W 10.28 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE
THE FOLLOWING TWO (2) COURSES;
1. N15'30'30"W 392.14 FEET;
2. N09'27'04"W 117.76 FEET TO THE POINT OF BEGINNING;
CONTAINING 5,101 SQUARE FEET OR 0.117 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S LT4TA)
— — — — — APPROXIMATE ABSTRACT UNE
V \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N.EXHIBITS_017 01 DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
�r DESIGN SERVICES, fpE/'E
DOWNTOWN DESIGN SERVICES, INC. I03,22r'2' J04
2333 MINNIS DRIVE, SUITE F 3 j03/08/ 24i s.iru
14ALTOM CITY, TX 76117 2 ,D 11I9. 4
Tel: 817-744-7927
Fax: 817-744-7929 1 106/24/111 J44 TF
www.downtown—deeian.com REV I DATE BY APP
D5 REV/SEO w0R6 SPACES
DS REVISED WORKSPACES
TF REVISED LICENSE AREA
REVISE ADDITIONAL
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
WEST GATE 1 H NORTH
DR ,SS
CNECKED I Ds
BY
PROJECT
ENGINEER
WORKSPACE sECACN
MEAD
06 /, 5 , I SCA1_t
06,16/11
SHEET 3 0t 9
EXHIBIT A-2
Qri
FOUND 3/4"
IRON ROD
(CM) /\
y
I'1
13
rn ZO
FOUND 3/4"
IRON ROD
(CM)
30 p0
EXHIBIT
CITY OF FORT WORTH
TRACT TX—TARR—WG1N-017.03
VOL 2458 PG 84
(TR 16A)
N32'49'06"W
�75.64'
— POINT OF
BEGINNING
N5921'21 "E
64.35'
INTERSTATE
HWY 35W
(ROW VARIES)
N2013'52"W
364.37'
576'50 08"W
\\\\ \ 60.17'
\\
\\ \
\\
\\
\\
N15'30'30"W 27.69'
N6110'07"E 10.28'
ADDI110NAL
WORKSPACE# 1
1,368 SF
0.031 AC
TEMPORARY
WORKSPACE# 1
14,415 SF
0.331 AC
CITY OF FORT WORTH
VOL 2473 PG 195
(TR 17)
10' LICENSE AREA
5,101 SF
0.117 AC
POINT OF
BEGINNING
N74
ONCOR ELECTRIC
DELIVERY CO LLC
PARCEL 10
VOL 1108 PG 125
CITY OF FORT WORTH
BLOCK 6
EAST ADDITION
VOL 106 PG 98
(SUBD# 10530)
-- TEMPORARY
WORKSPACE# 2
6,551 SF
0.150 AC
66'51'21 "W 157.45'
4.
7
S15'50'48"E 10.00'
74'09'12"W 70.81'
CITY OF FORT WORTH
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(SUBD/ 10530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(TR 18)
CITY OF FORT WORTH
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SURD/ 10530)
(CM) CONTROL MONUMENT
(ASSESSOR'S OATA)
— - - - — APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.00013910
V \52671 \ACTIVE\187107355\DRAWING\2010164 WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
5 03/30/12
J55
D5
DOWNTOWN DESIGN SERVICES, INC. 4 03, 22,12 JD4 DS
2333 MINNIS DRIVE, SUITE F 3 403,0E/'2SJ u 50
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com I REV OATS BY I APP I IAPPRROVEO
REVISED wORMSPACES
REV!SEC wORMSPACES
REVISED wORMSPACES
DRAW
By
HECMEO
BY
2 10/06/11 SJT4t TE I OLCT
ENGINEER
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
WEST GATE 1H NORTH
J55 06 /15,1I
DS 06/16,'1I
REVISED LICENSE AREA
I1 06/24/11! J10A TT `REVISE ADD110N41 WORRSPACEI MEAD
DESCRIPTION
SCALE I : 100
0 50 100
SHEET 4 OF 9
EXHIBIT A-2
CITY OF FORT WORTH
TRACT TX-TARR-WG1N-017.03
VOL 2458 PG 84 (TR 16A)
S70'38'39"E
34.97'
N11'33'20"W
59.68'
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT B
VOL 3339 PG 661
(TRS 17H, 28, 12, 22B)
TEMPORARY
WORKSPACE# 3
16,048 SF
0.368 AC
EXHIBIT
POINT OF
BEGINNING
CITY OF FORT WORTH
TRACT TX-TARR-WG1N-017.01
VOL 2473 PG 195
(TR 17)
9" \\
243.27
0
— — 174'14'42"W
30.08'
ADDITIONAL
WORKSPACE# 2
36,424 SF
0.836 AC
CITY OF FORT WORTH
BLOCK 7
EAST ADDITION
VOL 106 PG 98
(SUBO/ 10530)
FOUND 3/4"
IRON ROD
(CM)
10FIBER OPTIC EASEMENT
PARCEL 13
VOL 11310 PG 438
//
//
11
CITY OF FORT WORTH
PORTION OF
BLOCKS 8 & 11
EAST ADDITION
VOL 106 PG 98
VOL 2458 PG 67
(SU80/ 10530)
ll/
TARRANT COUNTY
WATER CONTROL
VOL 2196 PG 209
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
— - - - — APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.00013910
V: \52871\ACTIVE \187107355\DRAWING\2010164 WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017,01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DDfj
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUfTE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5 03/30/11 JSS D5 REVISED WORNSPAC ES
♦ : 03, 22/11 J04 DS RFJISED 'WORN SPACES
4- 1-
3 03; 08/1 SJT4 DS REVISED 'WORNSPAC ES
2 10/06/11 SJTM TE t RFVISED IICENSF AREA
REV
06;24/11 298
OATS a
TE
APR
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
WEST GATE 1H NORTH
304T*8' I AS O6 15 'I
B
CNEBrC6 ED I D5 06/16/11
RROLCT
ENGINEER
REVISE ADOITIONAE WORKSPACE SECTION I
NERD
DESCRIPTION APPR04CDI
AT
SCALE 1- ' 1D0
0 50 100
SHEET 5 0E 9
EXHIBIT A-2
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE# 1
A TEMPORARY WORKSPACE ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT
WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF
TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID TRACT FROM WHICH AN ANGLE POINT IN THE EASTERLY
RIGHT OF WAY LINE OF INTERSTATE 35W AS SHOWN ON TEXAS DEPARTMENT OF TRANSPORTATION MAP FOR
STATE PROJECT NUMBER I35W-5(5)425 MONUMENTED BY A FOUND 3/4" IRON ROD BEARS N32'49'06"W 75.64
FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'21'21"E 64.35 FEET;
THENCE PARALLEL WITH AND 90.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING
TWO (2) COURSES:
1. S09'27'04"E 141.20 FEET;
2. S15'30'30"E 109.78 FEET;
THENCE 578'50'08"W 60.17 FEET;
THENCE PARALLEL WITH AND 30.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING
TWO (2) COURSES;
1 NW-TO'10"W 108.40 FEET; -
2. N09'27'04"W 121.11 FEET TO THE POINT OF BEGINNING;
CONTAINING 14,415 SQUARE FEET OR 0.331 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE# 2
A TEMPORARY WORKSPACE ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT
WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF
TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING IN SAID TRACT FROM WHICH AN ANGLE POINT IN THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE
35W AS SHOWN ON TEXAS DEPARTMENT OF TRANSPORTATION MAP FOR STATE PROJECT NUMBER I35W-5(5)425
MONUMENTED BY A FOUND 3/4" IRON ROD BEARS N20'13'52"W 364.37 FEET;
THENCE N74'09'12"E 374.60 FEET TO THE SOUTHERLY BOUNDARY OF SAID TRACT;
THENCE ALONG SAID SOUTHERLY BOUNDARY S66'51'21"W 157.45 FEET;
THENCE S74'09'12"W 157.79 FEET;
THENCE S15'50'48"E 10.00 FEET;
THENCE S74'09'12"W 70.81 FEET;
THENCE N6110'07"E 10.28 FEET;
THENCE PARALLEL WITH AND 30.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE N15'30'30"W 27.69
FEET TO THE POINT OF BEGINNING;
CONTAINING 6,551 SQUARE FEET OR 0.150 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE# 3
A TEMPORARY WORKSPACE ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT
WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF
TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID TRACT FROM WHICH THE SOUTHEAST CORNER OF A TRACT OF
LAND DESCRIBED IN DEED TO THE CITY OF FORT WORTH AS RECORDED IN VOLUME 2458 AT PAGE 84
MONUMENTED BY A FOUND 3/4" IRON ROD BEARS S7038'39"E 243.27 FEET;
THENCE S11'33'20"E 34.36 FEET;
THENCE S39'05'46"E 264.51 FEET;
THENCE S11'33'20"E 225.97 FEET;
THENCE 57414'42"W 30.08 FEET;
THENCE N1113'20"W 220.82 FEET;
THENCE N39'05'46"W 264.51 FEET;
THENCE N11'33'20"W 59.68 FEET TO SAID NORTHERLY BOUNDARY;
THENCE ALONG THE AFORESAID NORTHERLY BOUNDARY S7018'39"E 34.97 FEET TO THE
POINT OF BEGINNING;
CONTAINING 16,048 SQUARE FEET OR 0.368 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
- - - - - APPROXIMATE ABSTRACT LINE
V' \52871 \ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N EXHIBITS_017 01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN ��^��pp��//��/��� 5 03/30/I2
DOWNTOWN SERVICES, INC. 4 03. 2222
2333 MINNIS DRIVE, SUITE F 3 o3;De, 2 S,TM
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-desian.com I'°
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S1TM
06/24/'
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REVISED WORKSPACES
D5 PURSED WORK SPACES
4- - -
DS REVISED WORKSPACES
TT I REVISED LICENSE AREA
JMM TT
APP
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
WEST GATE 1H NORTH
OR AO.
BA
CHECK ED
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ENGINEER
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REVISE A0ORfON41 WORKSPACE ECAD
DESCRIPTION APPROVED
NT
SCALE -+1)0'
SHEE1 6 OF 9
EXHIBIT A-2
EXHIBIT
CITY OF FORT WORTH
TRACT TX—TARR—WG1N-017.03
VOL 2458 PG 84
(TR 16.4)
FOUND 3/4"
IRON ROD
(CM)*
0
me
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CO
m�
Ls�
FOUND 3/4"
IRON ROD
(CM)
INTERSTATE
HWY 35W
(ROW VARIES)
N63'48'54"E 20.35'
POINT OF
BEGINNING
N15'30'30"W 33.29'
ADDITIONAL
WORKSPACE# 1
1,368 SF
0.031 AC
S59'21'21"W 47.23''
0
TEMPORARY
WaRKCPerr,
14,415 SF
0.331 AC
CITY OF FORT WORTH
TRACT TX —TARR —WG1N-017.01 _
VOL 2473—RG 195
(TR 17)
10' UCENSE AREA
5,101 SF
0.117 AC
—N74'09'12"E 25.23'
ONCOR ELECTRIC
DELIVERY CO LLC
PARCEL 10
VOL 1108 PG 125
CITY OF FORT WORTH
BLOCK 6
EAST ADDITION
VOL 106 PG 98
(SUBO# 10530)
-- TEMPORARY
WORKSPACE# 2
6,551 SF
0.150 AC
CITY OF FORT WORTH
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SUBO/ 10530)
1619.38"E 24.8 '
CITY OF FORT WORTH
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(SUBO# 10530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(TR ra)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
— - - - — APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.00013910
V \52871 \ACTIVE\187107355\DRAVANG\2010164_WG1N\EXHIBITS\2010164_WGIN_EXHIBITS_017 01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
Doll
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
TEXAS MIDSTREAM GAS SERVICES
5 J03/30/12 JSS D5 ' REVISED WORKSPACES
4 103, 22/'2 J0N D5
- 4 - 4 4
3 103.0E/'2 STMI D5
2 10/06/11 STM 1E
Fax: 817-744-7929
www.downtown—desian.com I REv
06/24/'iI JM4
DATE
BY
TT
ARP
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
WEST GATE 1 H NORTH
RE 215E-5 WORKSPACES DGAtlM4+
t
REVISED WORKSPACES CHECKED
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REVISED LICENSE AREA PROJECT
ENGINEER
55
75
06 /I 6 /1
REVISE ADDRIONAL WORKSPACE SECTION
HEAD
APPRDVED
RT
DESCRIPTION
SC ALL ' -' O0
0 50 100
SHEET 7 OF 9
EXHIBIT A-2
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-WG1 N-017.03
VOL 2458 PG 84 (TR 16A)
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT B
VOL 3339 PG 661
(TRS 17H, 28, 12, 128)
TEMPORARY
WORKSPACE# 3
16,048 SF
0.368 AC
CITY OF FORT WORTH
TRACT TX-TARR-WG1N-017.01
VOL 2473 PG 195
(TR 17)
0.
ADDITIONAL
WORKSPACE# 2
36,424 SF
0.836 AC
S66'51'21"W 52.64'
S74'14'42"W
50.00'
1 21
56611
CITY OF FORT WORTH
BLOCK 7
EAST ADDITION
VOL 106 PG 98
(5U80# 10530)
FOUND 3/4"
IRON ROD
(CM)
CO
CO
rn
1
CITY OF FORT WORTH
PORTION OF
BLOCKS 8 & 11
EAST ADDITION
VOL 106 PG 98
VOL 2458 PG 67
(SU80# 10530)
LINE#
L1
L2
L3
L4
10' FIBER OPTIC EASEME
HAKCLL 13
VOL 11310 PG 438
TARRANT COUNTY
WATER CONTROL
VOL 2196 PG 209
POINT OF
BEGINNING
LINE TABLE
BEARING DISTANCE I
N15'45'18"W
S15'45'18"E
N15'45'18"W
S15'45'113"E
3.93'
9.12'
11.78'
1 B.26'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
— - - - — APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.00013910
V \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXH181TS\2010164_WG1N_EXHIBITS_017 01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F 3
HALTOM CITY, TX 76117 z
Tel: 817-744-7927
Fax: 817-744-7929 I '
www.downtown—deeian.com I REY
5 iO3i30/121 JSS DS
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110 06/II SITM
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1T REVISED LICENSE AREA I PRO,[EC1ER I
ENGIN
TT IREVISE ADDITIONAL WORKSPACEI SH€Ap
APP I DESCRIPTION IAPPROVEDI
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REVISED WORKSPACES
RE.''SFD WORKSPACES
RE.'ISED WORKSPACES
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
WEST GATE 1H NORTH
JSS 06.,5,"I
DS 06/16i111
SHEET 8 OF 9
SCALE 1 = 100
0 50' 100'
EXHIBIT A-2
EXHIBIT
DESCRIPTION OF ADDITIONAL WORKSPACE* 1
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF
FORT WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT,
STATE OF TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W AS SHOWN ON TEXAS DEPARTMENT
OF TRANSPORTATION MAP FOR STATE PROJECT NUMBER I35W-5(5)425 FROM WHICH AN ANGLE POINT IN
SAID EASTERLY RIGHT OF WAY LINE MONUMENTED BY A FOUND 3/4" IRON ROD BEARS N15'30'30"W 396.97
FEET;
THENCE N63'48'54"E 20.35 FEET;
THENCE N74'09'12"E 25.23 FEET;
THENCE S1619'38"E 24.88 FEET TO THE SOUTHERLY BOUNDARY OF SAID TRACT;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'21'21"W 47.23 FEET TO THE AFORESAID EASTERLY RIGHT OF
WAY LINE;
THENCE ALONG SAID EASTERLY RIGHT OF WAY UNE N15'30'30"W 33.29 FEET TO THE POINT ( RFr11dNIN
CONTAINING 1,368 SQUARE FEET OR 0.031 ACRES.
DESCRIPTION OF ADDITIONAL WORKSPACE.# 2
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF
FORT WORTH AS RECORDED IN VOLUME 2473 AT PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT,
STATE OF TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING IN THE TRACT DESCRIBED IN SAID VOLUME 2473 AT PAGE 195 FROM WHICH THE SOUTHEAST
CORNER OF A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT WORTH AS RECORDED IN VOLUME
2458 AT PAGE 84 MONUMENTED BY A FOUND 3/4" IRON ROD BEARS NO1'35'37"E 379.86 FEET;
THENCE S15'45'18"E 105.33 FEET TO THE SOUTHERLY BOUNDARY OF SAID TRACT DESCRIBED IN VOLUME 2473
AT PAGE 195;
THENCE ALONG SAID SOUTHERLY BOUNDARY S66'51'21"W 85.01 FEET;
THENCE N15'45'18"W 3.93 FEET;
THENCE S74'14'42"W 40.00 FEET;
THENCE S15'45'18"E 9.12 FEET TO SAID SOUTHERLY BOUNDARY;
THENCE ALONG SAID SOUTHERLY BOUNDARY S66'51'21"W 52.64 FEET;
THENCE N15'45'18"W 11.78 FEET;
THENCE S74'14'42"W 50.00 FEET;
THENCE S15'45'18"E 18.26 FEET TO SAID SOUTHERLY BOUNDARY;
THENCE ALONG SAID SOUTHERLY BOUNDARY S66'51'21"W 74.11 FEET;
THENCE N15'45'18"W 144.24 FEET;
THENCE N7414'42"E 300.00 FEET TO THE POINT OF BEGINNING;
CONTAINING 36,424 SQUARE FEET OR 0.836 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: 10/21/10 - 02/28/12
DANIEL A. SMITH
R.P.L.S. NO. 4645
DATE OF SIGNATURE: 03/22/12
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
— - - - — APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.00013910
V \52871 \ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N.EXHIBITS_017 01 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
5
0D/30/2
DOWNTOWN DESIGN SERVICES, INC. 4 I03 22/'2
2333 MINNIS DRIVE, SUITE F , '05,oe/Q
HALTOM CITY, TX 76117 2 1,0/06/11
Tel: 817-744-7927
Fox: 817-744-7929 ' 106/24/„ `JVN
www.downtown-deslQn.com DATE
JSS DS
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SJDA D5
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A
REVISED WORKSPACES
REVISED WORKSPACES
REVISED WORKSPACES
REVISED LICENSE AREA
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-WG1N-017.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
WEST GATE 1H NORTH
DRAW,
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DESCRIPTION
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SC AU. " - N A
SHEET 9 OF 9
EXHIBIT A-3
ONCOR ELECTRIC
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TRACT A
VOL 3339 PG 661
(TR 16A 1)
W • W
N M a
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' • ZO
CITY OF
FORT WORTH
TRACT
TX-TARR-WG1 N-017.03
VOL 2458 PG 84
(TR 16A)
EXHIBIT
At F0510A8 GO
CMictp,CYX-I �
pG 16
VOL 28
(TR 26)
FORT WORTH
CITY OF FORT WORTH PCMI R & LIGHT
TRACT PARCEL 10
TX-TARR-WG1N-017.01 • 1108 PG 125
VOL 2473 PG 195
(TR 17)
CITY OF FORT WORTH
VOL 2473 PG 195
(TR 17)
TARRANT
COUNTY
WATER
CONTROL
VOL 2196
PG 209
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) cow -Rot_ MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V \52871 \ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 03 DWG
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www,downtown—deeian.com
2
03/06/,2
I REV
0/06/11
DATE
SITM
DS
SITU
TT
BY I APP
REVISED LICENSE AREA
REVISED LICENSE AREA
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
WEST GATE 1H NORTH
DRAWN B+
CHEC✓ED
BY
PR0..CT
ENGINEER
.104
DS
06/I
SECTION
MEAD
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RE
SCALE , 200
0 100 200
SHEET 1 OF 8
EXHIBITA-3
0
1n
(0
IN
N24'42'38"W \ i
75.99'
WORTM EXHIBIT
LAS Ec OR-( *OR0
caz Gt A OVO Aj72 001848 REFERENCE. BEARING N78
N76'33'49"E
10.51'
10' LICENSE
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2,243 SF
0.051 AC
10.00
FOUND 3/4"
IRON ROD
(CM)
u)
0
An
To
0
03 co
o
20.00
ADDITIONAL
WORKSPACE
6,124 SF
0.141 AC
11
}
60' TEMPORARY I
WORKSPACE #1
12,812 SF 1
0.294 AC I
60.00
S59'21'21 "W
10.73'
POINT OF
BEGINNING
'17"E
(CM)FOUND
ALUMINUM
CAP
CITY OF FT WORTH
T X—TARR—WG 1 N—G 17.03
VOL 2458 PG 84
(7R 164)
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT A
VOL 3339 PG 661
(TR 16A1)
CITY OF FT WORTH
TRACT TX—TARR—WG1N-017.01
VOL 2473 PG 195
(7R 17)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED
V \52871\ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 03.DWG
LICENSE AREA TABLE
CENTERLINE LENGTH 224 35 FT 13 60 RDS
LICENSE AREA I 2,243 SF 0.051 AC
TEMP WORKSPACE I 15,191 SF 0 349 AC
ADD'L WORKSPACE 1 6,124 SF II 0 141 AC
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fox: 817-744-7929
www.downtown—desian.com
2703/06/12ISJTM DS 1 REVISED LICENSE AREA
1 10/06/11 SJTM 1f REVISED 110ENSF AREA
REV I DAZE 8r AFT DESCRIPTION
SCALE FACTOR:1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
WEST GATE 1H NORTH
DRAW
sNE sNIL
BY
JON I06 D.,'1
DS
06/15, 11
PROJECT
ENGINEER
SECTION I
IAPPROVEDI
flT
STALE
0 25 50
SHEET 2 OF 8
EXHIBIT A-3
EXHIBIT
PROPERTY DESCRIPTION OE LICENSE AREA
A 10.00 FOOT LICENSE AREA ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT
PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID PARCEL FROM WHICH A FOUND 3/4" IRON ROD
AT AN ANGLE POINT IN THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W AS SHOWN ON
TEXAS DEPARTMENT OF TRANSPORTATION MAP FOR STATE PROJECT NUMBER I35W-5(5)425 BEARS
N24'42'38"W 75.99 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM THE EASTERLY RIGHT OF WAY UNE THE
1. N09'27'04"W 70.88 FEET;
2. N04'24'06"E 155.01 FEET;
THENCE N76'33'49"E 10.51 FEET;
THENCE PARALLEL WITH AND 30.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES:
1. SO4'24'06"W 157.01 FEET;
2. S09'27'04"E 65.79 FEET TO SAID SOUTHERLY BOUNDARY;
THENCE ALONG SAID SOUTHERLY BOUNOARY S5921'21"W 10.73 FEET TO THE POINT OF BEGINNING;
CONTAINING 2,243 SQUARE FEET OR 0.051 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V. \52871 \ACTIVE\187107355\DRAWING\2010164 WG1N\EXHIBITS\2010164_WG1 N_EXHIBITS 017 03.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—deeign.com
2
03/00/12 SITU D5
1D/De/11
IRE DATE
SITU
er
IF
APR
REVISED LICENSE AREA
REVISFD I ICENSE AREA
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
PERMANENT DESCRIPTION
WEST GATE 1H NORTH
DRA*i
BV
CHF CKEE
BV
PROICT
ENGINEER
SECTION
HEAD
APPROVED
flT
AU
D5
08 O. SCALE 1• .NA
DB'15/11
SHEET 3 Of 8
EXHIBIT A-3
EXHIBIT
gL FORT WORTH
C1TRAT1ES OF DATA R-WG1N4818 N78p8 17"E
TRAC VOL 772 26) 1848
8 REFERENCE BEARING
ADDITIONAL
WORKSPACE
6,124 SF
0.141 AC
60' TEMPORARY
I WORKSPACE #1
10' LICENSE / 12,812 SF
AREA 0.294 AC
2,243 SF -�
0.051 AC
71i
1 0. 00 --- _ 0
20.001
FOUND 3/4" .._..-1
IRON ROD I
(CM) I
N32'49'06"W
75.64'
60.00
0 0
of
0
0
m
POINT OF
BEGINNING
(CM)FOUND
ALUMINUM
CAP
CITY OF FT WORTH
TRACT TX -TAR R -WG1N-017.03
VOL 2458 PG 84
(TR 16.4)
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT A
VOL 3339 PG 661
(TR 16A1)
CITY OF FT WORTH
TRACT TX-TARR-WG1N-017.01
VOL 2473 PG 195
(TR 17)
(CM) CONTROL MONUMENT
(ASSESSOR'S OATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V \52871\ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 03 DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DD(j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fox: 817-744-7929
www.downtown—deeign.com
2 103/00/'2 SJTM D5
1�0/06/11 SJ14 if
RE DATE BY APR
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
WEST GATE 1H NORTH
REVISED _CENSE AREA R0.LC1
IERNaNEERI
REVISED INCENSE AREA
DESCRIPTION
DQ 2
B,
t.NE CUED I 106/15/„
BY
SECT5Y� I
NEAR
IAPPRO'ED
D5
.50
0 25 50
SHEET 4 OF B
EXHIBIT A-3
S78'08'17"W
725.22'
POINT OF
BEGINNING
',CM) FOUND
ALUMINUM
CAP
ONCOR
ELECTRIC
DELIVERY
CO LLC
TRACT A
VOL 3339
PG 661
(TR 16A1)
J
9
N� 8
34.9
9
EXHIBIT
10' FIBER OPTIC EASEMENT -
PARCEL 13 VOL 11310 PG 438
S gG FORT W8 00
C"PC0F _i�6 PGG1848
VOL (TR 26)
03
(1',
CITY OF FT WORTH I I
TRACT TX-TARR-WG1N-017.03
VOL 2458 PG 84
(TR 16A)
%.
CITY OF FT WORTH
TRACT TX-TARR-WG1N-017.01
VOL 2473 PG 195
(TR 17)
\ \
TARRANT
COUNTY
WATER
CONTROL
FOUND
3/4"
IRON
ROD
(CM)
\ TARRANT COUNTY
WATER CONTROL
VOL 2196
PG 209
(CM) CONTROL MONUMENT
(ASSESSOR'S CATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N. XHIBITS_017 03 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DD f l
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927 ' 2
Fax: 817-744-7929
www.downtown-deaign,com REV
03/08/12 SJTIA
10/06/11 SITU
DATE I BY
O5
1i
APP
REVISED LICENSE AREA
REVISED LICENSE AREA
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSEO PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
WEST GATE 1 H NORTH
DR.%
By
CHECKED
BY
PRO.EC t
ENGINEER
SECTION
HEAD
APPRDVED
RT
A4
DS
05 /15/' 1
SCALE 1 = 50
0 25 50
SHEET 5 OF 8
EXHIBIT A-3
EXHIBIT
PROPERTY DESCRIPTION OF TEMPORARY WORKSPACE #1
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT PAGE
84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID PARCEL FROM WHICH A FOUND 3/4" IRON ROD AT
AN ANGLE POINT IN THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W AS SHOWN ON TEXAS
DEPARTMENT OF TRANSPORTATION MAP FOR STATE PROJECT NUMBER I35W-5(5)425 BEARS
N32'49'06"W 75.64 FEET;
THENCE PARALLEL WITH AND 30.00 FEET EASTERLY FROM THE EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES:
1. N0727'€Yi1 6J.7y PL.i;
2. N04'24'06"E 157.01 FEET;
THENCE N76'33'49"E 63.03 FEET;
THENCE PARALLEL WITH AND 90.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES:
1. S0424'06"W 169.03 FEET;
2. S09'27'04"E 35.24 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'21.21"W 64.35 FEET TO THE POINT OF BEGINNING;
CONTAINING 12,812 SQUARE FEET OR 0.294 ACRES.
PROPERTY DESCRIPTION OF TEMPORARY WORKSPACE #2
A 30.00 FOOT TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME
2458 AT PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F
CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID PARCEL FROM WHICH THE NORTHWEST CORNER OF
THE PARCEL DESCRIBED AS TRACT A IN VOLUME 3339 AT PAGE 661 MONUMENTED BY A FOUND
ALUMINUM CAP BEARS S78'08'17"W 725.22 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N78'08'17"E 30.00 FEET;
THENCE S11'33'20"E 88.35 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
2458 AT PAGE 84;
THENCE ALONG SAID SOUTHERLY BOUNDARY N70'38'39"W 34.97 FEET;
THENCE N11'33.20"W 70.22 FEET TO THE POINT OF BEGINNING;
CONTAINING 2,379 SQUARE FEET OR 0.055 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V \52871 \ ACTIVE \187107355\DRAMNG\2010164_WG1N\EXHIBITS\2010164_WG1N__EXHIBITS_017 03 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DD('
DOWNTOWN DESIGN SERVICES, INC.
2333 MINN'S DRIVE, SUITE F
HALTOM CITY, TX 76117 1
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-deeign.com
03/06/12
'0/06/11
IREV DATE
S,JTM DS
S,JTM IF
8Y APP
REVISED LICENSE AREA
REVISED LICENSE ARG
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY DESCRIPTION
WEST GATE 1H NORTH
DRAW
BY
CHECRE
Br
PROJECT
ENGINEER
acnDN
HEAD
APPROVED
RT
05 106/, 5/',
SCALE
SHEET 6 OF 8
EXHIBIT A-3
EXHIBIT
AS &' FORTp*ORI
CITES RA OFTX AT ARR p*G 1848OR BEARING
� RINO
TR ACT 18,00
VOL 7726 26) REFERENCE
N7
,34 p6"
66 g8,
ADDITIONAL
WORKSPACE
6,124 SF
0.141 AC
POINT OF 1 I
I
10 GINNING
AREA I
2,243 SF -------•
0.051 AC
3 I I
.i 8 I I
•
& I I
o
I I
20.00
FOUND 3/4"
IRON ROD
(CM)
94.55'
J
to
to.
60' TEMPORARY I
WORKSPACE #1
12,812 SF
0.294 AC I
60.00
78
'1
(CM)FOUND
E ALUMINUM
CAP
CITY OF FT WORTH
TRACT TX—TARR—WG 1 N-017.03
VOL 2458 PG 84
(TR 16A)
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT A
VOL 3339 PG 661
(TR 16A1)
CITY OF FT WORTH
TRACT TX—TARR—WG1 N-01 7.01
VOL 2473 PG 195
(TR 17)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V \52871 \ ACTIVE \187107355\DRAWING\2010164_WGIN\EXHIBITS\2010164_WGIN_EXHIBITS_017 03 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
II
TEXAS MIDSTREAM GAS SERVICES
I �
DCif j - L
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
2 03/0B/12
Tel: 817-744-7927
Fox: 817-744-7929 ,0/06/1,
www.downtown—desiQn.com I REV DATE
S TM
DS
DRAM
Br
-- - - ,AECAEo
Br
REVISED LICENSE AREA PROJECT
ENGINEER
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDIT1ONAL WORKSPACE
WEST CATE 1H NORTH
AR 06SL ALE 1 DSO
DS 06,'15/,I
SJTM
BY
IF
APR
REVISED LICENSE AREA
DESCRIP0ON
SECnON
MEAD
IAPPRDVED
RY
0 25' 50'
SHEET 7 OF 8
EXHIBIT A-3
EXHIBIT
PROPERTY DESCRIPTION OF ADDITIONAL WORKSPACE
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT PAGE
84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W AS SHOWN ON TEXAS _
-DEPARTMENT- OP
FOUND 3/4* IRON ROD AT AN ANGLE POINT IN SAID EASTERLY RIGHT OF WAY LINE BEARS
SO4'24'06"W 151.00 FEET;
THENCE CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING TWO (2) COURSES:
1. N04'24'06"E 42.05 FEET;
2. N09'29'12"E 37.96 FEET;
THENCE N76'34'06"E 66.88 FEET FROM WHICH THE NORTHWEST CORNER OF TRACT A DESCRIBED IN
VOLUME 3339 AT PAGE 661 BEARS N45'17'05"E 158.03 FEET;
THENCE 513'25'54"E 74.99 FEET;
THENCE S76'33'49"W 94.55 FEET TO THE POINT OF BEGINNING;
CONTAINING 6,124 SQUARE FEET OR 0.141 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CER11FIC9IE,
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: 10/21/10 - 02/28/12
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V \52871 \AC11 VE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N EXHIBITS_017 03.DWG
DANIEL A. SMITH
R.P.L.S. NO. 4645
DATE OF SIGNATURE: 03/12/12
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117`D3/O8/12 S r4
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-deaign.com I REV
10/06/1I SJT4
DATE 1 BT
TEXAS MIDSTREAM GAS SERVICES
DS
TT
APP
REVISED LICENSE AREA
REVISED LICENSE AREA
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL DESCRIPTION
WEST GATE 1H NORTH
ORA'AN
Br
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
PT
JDY
D5
06114.11
06 /15 /11
SCALE 1 . N A
SHEET 8 OF 8
EXHIBITA-4
ONCOR ELECTRIC
OELNERY CO LLC
—TRIM A
VOL 3339 PG 861
(TR 16A1)
EXHIBIT
do FO ppp
TR
ACT
R0 - 1 646
pG
VOL 7726 -
CITY OF FORT WORTH
VOL 2473 PG 195
(TR 77)
FORT WORTH
CITY OF FORT WORTH POWER do UGHT
TRACT PARCEL 10
TX—TARR—WG1N-017.01 • 1106 PG 125
VOL 2473 PG 195
OR 17)
TARRANT
COUNTY
WATER
CONTROL
VOL 2196
PG 209
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V \52871\ACT1VE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N__EXHIBITS_017.04.DWG
DDf j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www,downtown—Qeaian.com
J--
1 03/08/17 S,JT11
REV DATE I BY
DS
APR
REVISED EASEMENT
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.04
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
WEST GATE 1H NORTH
DRANK SOU
Br
ICHECKED DS
BY
PROJECT
ENGINEER
10.07 'I
10/07/11
SEC110N
MEAD
APPROVED
RY
SCALE 1 . 200
0 100 200
SHEET 1 0E 3
EXHIBIT A-4
D ALL AS ELFORTOWB p0
C1IN
ACTVOL 7726 P G1848 BEARING N78
VOL (TR 26) REFERENCE
N13'25'54"W
35.00'
'o
FOUND 3/4"
IRON ROD
(CM)
N76.34 p6"E
4
to
3q Q6
40.00'
POINT OF
BEGINNING
EXHIBIT
/
/
(cm)
.17"E
/
OUND
ALUMINUM CAP
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT A
VOL 3339 PG 661
/ (IR 16,40
CITY OF FT WORTH
TRACT TX—TARR —WG1 N —01 7.04
VOL 2458 PG 84
(TR 161)
ygv
0
0
CITY OF FT WORTH
TRACT TX—TARR—WG1 N-017.01
VOL 2473 PG 195
(TR 17)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED
V: \52871\ ACTIVE \187107355\DRAWING \2010164_WG1N\EXHIBITS\2010164_WG1N EXH181TS_017 04.DWG
LICENSE AREA TABLE I
CENTERLINE LENGTH N/AI N/A�
UCENSE AREA 1,400 SF 0.032 AC
TEMP. WORKSPACE N/A N/A
ADD'L. WORKSPACE N/A I N/A
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—deeian.com I REY
D]J08/�7 S:TM' DS
REVISED CASEMENT
DESCRIPTION
DRAW.
B.
CHECKED
Br
PROJECT
ENGINEER
5ECT10N
HEAD
APPR0VFD
flY
SCALE FACTOR: 1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1 N-017.04
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
VALVE SITE
WEST GATE 1H NORTH
5JT4 I 10; CT
D5 It0/0l/.,
STALE
0 25 50
SHEET 2 OF 3
EXHIBIT A-4
EXHIBIT
PROPERTY DESCRIPTION OF VALVE SITE
A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT PAGE 84 OF THE RECORDS OF THE
COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED
AS FOLLOWS:
BEGINNING IN SAID PARCEL FROM WHICH A FOUND 3/4" IRON ROD AT AN ANGLE POINT IN THE
EASTERLY RIGHT OF WAY UNE OF INTERSTATE 35W AS SHOWN ON TEXAS DEPARTMENT OF
TRANSPORTATION MAP FOR STATE PROJECT NUMBER I35W-5(5)425 BEARS S10'31'21"W 157.29 FEET;
THENCE N13.25'5_4N 35 00 FEET;
TH CE-1Q7• vo t 4v.UU FttI I -ROM WHICH A FOUND ALUMINUM CAP AT THE NORTHWEST CORNER
OF THE PARCEL DESCRIBED AS TRACT A IN VOLUME 3339 AT PAGE 661 BEARS N4112'13"E 210.89
FEET;
THENCE S13'25'54"E 35.00 FEET:
THENCE S76'34'06"W 40.00 FEET TO THE POINT OF BEGINNING;
CONTAINING 1,400 SQUARE FEET OR 0.032 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
$URVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: 10/21/10 - 02/28/12
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V \52871\ ACTIVE \187107355\DRAWING\2010164_WGIN\EXHIBITS\2010164_WGIN_EXHIBITS_017 04 0WG
DANIEL A. SMITH
R.P.L.S. NO, 4645
DATE OF SIGNATURE: 03/12/12
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-deaian.com
0/CTV STM1 DS
REV DAZE I BY ARP
ORAN.
BY
(HECKLE
BY
PROJEC
ENGINEER
REVISED EASEMENT SECTION
MEAD
DESCRIPTION
APPRDVED
RY
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-WG1N-017.03
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
WEST GATE 1 H NORTH
s.rn
SCALt.
SHEET J OF J
EXHIBIT A-5
aTY OF FT WORTH
TRACT TX -TARR-WGI N-017.01
VOL 2473 PG 195
(TR 17)
CITY OF FORT WORTH
-- TRACT TX- TARR-WG1 N-017.00
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(TR 18 & 18A)
4
VOL 2829
PG 370
TRACT 3
TRACT
2
5
EXHIBIT
ONCOR ELECTRIC
DELIVERY CO LLC
PARCEL 10
VOL 1108 PG 125
0
s
`11P 14
f
15
VOL 2510
\ PG 554
6
CITY OF FT WORTH
TRACT TX -TARR -WG1N - 01 7.01
VOL 2473 PG 195
(TR 17)
VOL 406 PG 98
(BUBO,{' 10530)
13
CITY OF FT WORTH
TRACT TX-TARR-WG1N-017.05
BLOCKS 4, 5, 6, 7, 8, 11, 12, 13.
, 15 AND 16
EAST ADDITION
VOL 106 PG 98
VOL 2510 PG 554
VOL 2829 PG 370
VOL 2458 PG 67
VOL 3197 PG 340
VOL 1961 PG 622
VOL 2186 PG 37
VOL 3197 PG 340 a
it':
(TR 22)
OoG4
VOL 2186 PG 37
(TR 23)
11
VOL 2182
PG 46
VTARRANT
COUNTY
WATER
CONTROL
AND--
1
DISTRICT NO. .
TRACT
TX-TARR
WG1 N-017.07
VOL 2182
PG 48
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUTAENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V: \52871\ACTIVE\187107355\DRAWING\2010164_wG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 05 DWG
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—deaian.com REV DATE
+- - + - +- -
1 ]/22/12
D/A I DS
BY I APP
REVISED WORKSPACES
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
WEST GATE 1H NORTH
DRAWN
BY
CHECKED
BY
PRO.ECT
ENGINEER
SEcnw
HEAD
APPROVED
RY
SOU
w
SCALE 1• .150
0 75' 150'
SHEET 1 OF 6
EXHIBIT A-5
A
EXHIBIT
CITY OF FT WORTH
TRACT TX—TARR—WG1N-017.01
VOL 2473 PG 195
(7R 17) 1
51
A�J
POINT OF
BEGINNING
TRACT 3
16
0�Zta
tft
13.
tP
FOUND 1/2
IRON ROD
LICENSE
CENTERLINE LENGTH
LICENSE AREA
TEMP WORKSPACE
ADO'L WORKSPACE
\
5
4
CITY OF FORT WORTH
TRACT TX— TARR—WG1N-017.00
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(7R 18 & 18A)
N74'09'12"E 27.74'
S15'50'48"E 15.00'
N74.09'12"E \83.08'
N15'50'48"W 15.00'
AO6'
N 15'50' 48"W
10.00'
TEMPORARY
WORKSPACE
EAST ADDITION 11,254 SF
VOL 106 PG 98 0.258 AC
(SURD# 10530)
6
15
ADDITIONAL
WORKSPACE# 1
32,591 SF
0.748 AC
VOL 3197 PG 340
(7R 22)
(CM)
Q.
LA 0
fD�y22
-' °(CM)\
FOUND 4"X4"
TX DOT
ALUM CAP
VOL 2186 PG 37
(7R 23)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
14
CITY OF FT WORTH
TRACT TX—TARR—WG1N-017.05
BLOCKS 4, 5, 6, 7, 8, 11, 12, 13,
14, 15 AND 16
EAST ADDITION
VOL 106 PG 98
VOL 2510 PG 554
VOL 2829 PG 370
VOL 2458 PG 67
VOL 3197 PG 340
VOL 1961 PG 622
VOL 2186 PG 37
, , 22?
5,4'0912
ONCOR ELECTRIC \
DELIVERY CO LLC -
TRACT
1X-TARR-WG1N-017.06
TRACT B VOL 3339 PG
661
(TRS 17H, 28, 12, 228)
V \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\201016
AREA TABLE
N/A N/A
N/A N/A
11,254 SF 0.258 AC1
79,589 SF 1 827 AC
CIO/
DOWNTOWN DESIGN SERVICES. INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117 -
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com ( REV
3/22/12
DATE
JDM
BY
t
COMBINED SCALE FACTOR:
4_WG1N,ExHIBITS_017 05 OWG 1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
WEST GATE 1H NORTH
SCALE 1- _ 100
DRAW
BY
CHECKED
BY
PROJECT
ENGINEER
DS REVISED WORKSPACES SEN0110.1
ERD
APP DESCRIPTION APPROVEDI
RY
0 50' 100'
SHEET 2 OF 5
EXHIBIT A-5
EXHIBIT
pESCRIPTION OF TFJAPORARY WORKSPACE
A TEMPORARY WORKSPACE ACROSS A PORTION OF BLOCKS 4, 5, 6 AND 7 EAST
ADDITION FILED IN VOLUME 106 AT PAGE 98 ALSO DESCRIBED IN VOLUME 2510 AT
PAGE 554 AND A ACROSS A PORTION OF A TRACT OF LAND DESCRIBED IN DEED TO
THE CITY OF FORT WORTH AS RECORDED IN VOLUME 2829 AT PAGE 370 OF THE
RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
ACT C. :Ani,1 TIF\[:K1iiY11_41v 11EIn
TH AS RECORDED IN VOLUME 2473 AT PAGE 195 FROM
WHICH A FOUND 4"x4" TX DOT ALUMINUM CAP ON THE EASTERLY RIGHT OF WAY LINE
OF INTERSTATE HIGHWAY 35W AS SHOWN ON STATE PROJECT NUMBER 135W-5(5)425
BEARS S07'42'26"W 605.25 FEET;
THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT N66'51'21"E 157.45 FEET;
THENCE N74'09'12"E 246.10 FEET:
THENCE N15'50'48"W 15.00 FEET;
THENCE N74'09'12"E 83.08 FEET;
THENCE S15'50'48"E 15.00 FEET;
THENCE N74'09'12"E 27.74 FEET TO THE WESTERLY BOUNDARY OF A TRACT OF LAND
DESCRIBED AS TRACT 8 IN VOLUME 3339 AT PAGE 661;
THENCE ALONG SAID WESTERLY BOUNDARY S43'55'12"E 34.00 FEET;
THENCE S74'09'12"W 122.73 FEET;
THENCE N15'50'48"W 10.00 FEET;
THENCE S74'09'12"W 406.37 FEET TO THE POINT OF BEGINNING;
CONTAINING 11,254 SQUARE FEET OR 0.258 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V; \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\ 2010164_WGIN_EXHIBITS_01705.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-deeign.com
3/27!17
JOU
DS RENSED WORKSPACES
REV DATE Br I APR
DESCRIPTION
oRA-
Br
CHECKED
BY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY DESCRIPTION
WEST GATE 1H NORTH
sin H A
1s 10/,4/1,
PROJECT
ENGINEER
SECTION
HEAD
APPRDVED
r1r
SHEET 3 OF 6
EXHIBIT A-5
J
0
a
N19615'13"W
152.36'
EXHIBIT
CITY OF FT WORTH
TRACT TX—TARR—WG1N-017.01
VOL 2473 PG 195
(TR T7)
FOUND 1/2
IRON ROD
N4 .1A $c"2
F
oC.
4
CITY OF FORT WORTH
TRACT TX—TARR—WG1N-'017.00
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(TR 18 Ee 18A)
/
6
5 TEMPORARY
WORKSPACE
EAST ADDITION 11,254 SF"
VOL 106 PG 98 0.258 AC
(BUBO/ 10530) /
15
ADDITIONAL
WORKSPACE# 1
32,591 SF
0.748 AC
N34'46'34"W
54.02'
Tn
FOUND
4"X4"
TX
DOT
ALUM
CAP
VOL 3197 PG 340
(7R 22)
S64'42'05"W
19.92'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
14
13
PC)
\\ PGQ
�r-
CITY OF FT WORTH
TRACT TX—TARR—WG1N-017.05
BLOCKS 4, 5, 6, 7, 8, 11, 12, 13,
14, 15 AND 16
EAST ADDITION
VOL 106 PG 98
VOL 2510 PG 554
VOL 2829 PG 370
VOL 2458 PG 67
VOL 3197 PG 340
VOL 1961 PG 622
VOL 2186 PG 37
COMBINED SCALE FACTOR: 1.0001391
V \52871\ ACTIVE \187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WG1N_EXHIBITS_017 05 DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DDf 1
TEXAS MIDSTREAM GAS SERVICES
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SURE F
HALTOM CITY, TX 76117 — 1
Tel: 817-744-7927
Fax: 817-744-7929 }/zz 4bM 05
www.downtown—deaian.com REv I °AlE R. AP'
REVISED WORX SPACES
DESCRIPTION
ORA.
RY
HF EXEC
Rl
PROJECT
ENGINEER
SECTOR
HEAD
APPROVED
Rv
PROPOSED PIPEUNE CROSSING
TRACT TX—TARR—WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
WEST GATE 1H NORTH
SJTY •0'A'I'I SCALE ' = 100
0 50 100'
SHEET 4 OF 6
EXHIBIT A-5
13
/
(CM)
6
TEMPORARY
WORKSPACE
11,254 SF'
0.258 AC
FOUND 1/2
IRON ROD
o
gs
4.4:0 ICA,
'�tJ ls�y�i
EXHIBIT
10' FIBER OPTIC ESMT
VOL 11310 PG 438
PARCEL 13
CITY OF FORT WORTH
VOL 2473 PG 192 L7
(TR 17)
L2
N6
L
VOL 3197
PG 340
(TR 22)
CITY OF FT WORTH
TRACT TX-TARR-WG1N-017.05
BLOCKS 4, 5, 6, 7, 8, 11, 12, 13,
14, 15 AND 16
EAST ADDITION
VOL 106 PG 98
VOL 2510 PG 554
VOL 2829 PG 370
VOL 2458 PG 67
VOL 3197 PG 340
VOL 1961 PG 622
(CM) VOL 2186 PG 37
FOUND
4"X4"
TX
DOT
ALUM
UNE TABLE
UNE# BEARING DISTANCE
L1
L2
L3
L4
L5
L6
L7
N15'45'18"W
S15'45'18"E
N74'14'42"E
N15'4518"W I
S15'45'18"E I
N7414'42"E I
N15'45'18-W
18.23'
31.74'
50.00'
38.22'
30.88'
40.00'
36.07'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
W \52871 \ACTIVE\187107355\DRAWING\2010164_WG1N\EXHIBITS\2010164_WGIN_EXHIBITS_017 05.DWC
SEE SHEET 2 FOR 1
LICENSE AREA INFORMATION I
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown-deaian.com
1 REV
3/22/12
DATE
.ENE
Ds
BY 1 APP
RENSED WORN SPACES
DESCRIPTION
//
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
WEST GATE 1H NORTH
DRAM"
By
CNE CXED
Ely
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
flY
SITW
rc
0 50' 100'
SHEET 5 OF 6
EXHIBIT A-5
EXHIBIT
DECRIPTION OF ADDITIONAL WORKSPACE* 1
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF BLOCKS 15, 16 AND THE 25—FOOT RIGHT OF WAY OF FORMER
WATER STREET EAST ADDITION FILED IN VOLUME 106 AT PAGE 98 ALSO DESCRIBED IN VOLUME 2510 AT PAGE
554, ACROSS A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT WORTH AS RECORDED IN VOLUME
3197 AT PAGE 340 AND ACROSS A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT WORTH AS
RECORDED IN VOLUME 2186 AT PAGE 37 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN
THE BEN F CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 1/2" IRON ROD AT AN ANGLE POINT ON THE EASTERLY RIGHT OF WAY OF INTERSTATE
35W SHOWN ON STATE PROJECT NUMBER 135W-5(5)425;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING TWO (2) COURSES:
1. THENCE N19'15'13"W 152.36 FEET;
2. THENCE N15'30'30"W 136.53 FEET TO THE SOUTHERLY BOUNDARY OF A TRACT OF LAND DESCRIBED IN DEED
TO THE CITY OF FORT WORTH (TRACT 2) AS RECORDED IN VOLUME 2458 AT PAGE 75;
THENCE ALONG SAID SOUTHERLY BOUNDARY N59'24'11"E 80.01 FEET;
THENCE S16'29'09"E 504.14 FEET CROSSING THE NORTHERLY BOUNDARY OF THE AFORESAID TRACT DESCRIBED IN
VOLUME 3197 AT PAGE 340 AND CROSSING THE NORTHERLY BOUNDARY OF THE AFORESAID TRACT DESCRIBED IN
VOLUME 2186 AT PAGE 37;
FN, 04 +ice +u la 97 ccc r m C TERE'(-RIGH-i OF-1/10k1;
THENCE ALONG SAID EASTERLY RIGHT OF WAY THE FOLLOWING TWO (2) COURSES:
1. THENCE N34'46'34"W 54.02 FEET;
2. THENCE N30'09'33"W 152.02 FEET TO THE POINT OF BEGINNING;
CONTAINING 32,591 SQUARE FEET OR 0.748 ACRES.
DESCRIPTION OF ADDITIONAL WORKSPACE* 2
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF BLOCKS 7, 8, 11, 12 AND THE 25—FOOT RIGHT OF WAY OF
FORMER WATER STREET EAST ADDITION FILED IN VOLUME 106 AT PAGE 98 ALSO DESCRIBED IN VOLUME 2510 AT
PAGE 554, ACROSS A TRACT OF LAND DESCRIBED IN DEED TO THE CITY OF FORT WORTH AS RECORDED IN
VOLUME 2458 AT PAGE 67 AND ACROSS A 10—FOOT FIBER OPTIC EASEMENT DESCRIBED AS PARCEL 13 IN
VOLUME 11310 AT PAGE 438 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN F
CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE EASTERLY BOUNDARY OF A TRACT OF LAND DESCRIBED IN DEED TO ONCOR DELIVERY CO. LLC
(TRACT B) AS RECORDED IN VOLUME 3339 AT PAGE 661 FROM WHICH A FOUND 1/2" IRON ROD ON THE
EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 BEARS
S48'29'04"W 1,027.56 FEET;
THENCE ALONG SAID EASTERLY BOUNDARY N43'55'12"W 190.03 FEET;
THENCE N15'45'18"W 18.23 FEET TO THE NORTHERLY BOUNDARY OF SAID BLOCK 7;
THENCE ALONG SAID NORTHERLY BOUNDARY N66'51'21"E 74.11 FEET;
THENCE S15'45'18"E 31.74 FEET;
THENCE N7414'42"E 50.00 FEET;
THENCE N15'45'18"W 38.22 FEET CROSSING THE WESTERLY BOUNDARY OF THE AFORESAID TRACT DESCRIBED IN
VOLUME 2458 AT PAGE 67 TO ITS NORTHERLY BOUNDARY;
THENCE ALONG SAID NORTHERLY BOUNDARY N66'51'21"E 52.64 FEET;
THENCE S15'45'18"E 30.88 FEET;
THENCE N7414'42"E 40.00 FEET;
THENCE N15'45'18"W 36.07 FEET TO SAID NORTHERLY BOUNDARY;
THENCE ALONG SAID NORTHERLY BOUNDARY N66'51'21"E 85.01 FEET;
THENCE S15'45'18"E 103.33 FEET TO THE EASTERLY BOUNDARY OF THE AFORESAID TRACT;
THENCE ALONG SAID EASTERLY BOUNDARY S12"33'11"W 137.82 FEET;
THENCE S7414'42"W 144.95 FEET CROSSING THE EASTERLY BOUNDARY OF THE AFORESAID TRACT DESCRIBED IN
VOLUME 2510 AT PAGE 554 TO THE POINT OF BEGINNING;
CONTAINING 46,998 SQUARE FEET OR 1.079 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES STATE OF
TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: DANIEL A. SMITH
02/26/09-02/28/12 R.P.L.S. NO. 4645
(CM) CONTROL MONUMENTDATE OF SIGNATURE: 03/23/12
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V- \52871\AC1IVE\187107355\DRAWING\2D10164_wGIN\EXHIBITS\2010164_WGIN_EXHIBITS_017 05.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINN'S DRIVE. SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
1
REV
3/22/12
NA
DATE I BY
OS
APP
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—WG1N-017.05
CITY OF FT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL DESCRIPTION
WEST GATE 1 H NORTH
DRBT nAWN sJ
-
CHECKED
BY
PROJECT
ENGINEER
RENSED 'WORKSPACES SEC110N
HEAD
DESCRIPTION
IAPPROVEDI
RY
10;14 m
10/14/1.
SCALE
SHEET 6 OF 6
EXHIBIT "B"
ALIGNMENT SHEET(S)
Open trench and boring areas
Natural Gas Facilities License Agreement Harmon Field Park
Page 30 of 31
COUNTY
S STATE
11
Ag_TOun
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GENERAL INFORMATION
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11
SUMMARY OF MATERIALS
A�"PP. 0.312".T N1a 2y 12_14 LL{FIE
2 1MIe•0.0.. aae• .T M IA .K 12-1. al FIE 11-12 M2 AAo
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REFERENCE DRAWINGS
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0 1110.11120O 1 -' 2e/20 morn
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iia I DWG FILE '2-•PtP AUNA
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GENERAL INFORMATION w.=w
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410
410
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SUMMARY OF MATERIALS
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MIDSTREAM
COUNTY
& STATE
PROPOSED
8' PIPELINE
GENERAL INFORMATION
i*HI SOLE
,40,245-1515-
TEXAS ONE CALL SYSTEM
TA I' NT
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DATE M-zD-
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OTT 00 FORT WORTH
SUMMARY OF MATERIALS
v [Le.o2 nAA x.v 17-14 Rus/S, 1,18 1,5 APO
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,�
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REFERENCE DRAWINGS
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550
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500
490
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GENERAL INFORMATION
69+00 11 70+00
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M I DSTREAM
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CCSONIPTIOI
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Exhibit B — Valve Station Specifications
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1 6 PIPE 6' STD (0. 280' VT) SHLS Q 1 DAME 1'6' 27.5
2 6X3 TEE RED 6'x3' STD <a 280' VT)x<0. 216' 1 28,6
VT) GR 1
3 6X3/4 T)REA0OLET 6' x 3/4' 113000 1 0. 4
4 6 ELL 90 LR 6' STD (0. 280' VT) GR 1 1 22.8
5 3/4 NIPPLE 3/4'x4.0000 SNIS 113003 TIE (4' 1 1.5
LG)
6 3/4 PLUG FIX ND 3/4' XI /3000 TIRD 1 0. 4
7 6 FLANGE 6' 1300 RFVW STD KRE GR 1 3 126. 0
8 3 FLANGE 3' /300 131 I STD 1 RE GR 1 1 15. 0
9 6 GASKET 6' /300 SPIRAL/DUN FLEXITA&LIC 2 2.0
CG1
10 3 GASKET 3' 1300 SPIRALVQJND FLEXITALLIC 1 1.0
CGI
11 3/4X5 1/4 STUD 3/4'4 1/4' 17 ./2 )H NUTS 2H 24 2.0
PLATED
12 3/4X4 1/2 STUD 3/4'x4 1/2' 17 w/2 Ni NUTS 2H 8 1.0
PLATED
13 6 VALVE CHECK SUING 6' 1300 RFFE CS 1 330. 0
14 3/4 VALVE 1ALL 3/4' /3000 RP THJD CS DAWN 1 1.4
LN-07361
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Exhibit B — Valve Station Specifications
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)ILL OF MATERIAL
HARK SIZE DESCRIPTION OTT IIEIGIiT
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2 3X3/4 TIREADCLET 3' x 3/4' I3000 1 0. 4
3 3 ELL 90 LR 3' STD (0. 216' VT) GR I 2 A 4
4 3/4 NIPPLE 3/4'744.0000 SMLS 13000 TIE (4' 1 1.5
LG)
5 3/4 PLUG HX HD 3/4' XS 13000 TIRI 1 0. 4
6 3 FLANGE 3' 1300 RFI1i STD MORE GR 1 2 30. 0
7 3 GASKET 3' 0300 SP1RALIOI3 FLEXITALLIC 2 2. 0
CGI
I 3/4X4 1/2 STUD 3/4'x4 1/2' 17 u/2 NM NUTS 214 16 2.0
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Exhibit B — Valve Station Specifications
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Exhibit B — Valve Station Specifications
DESIGN AND CONSTRUCTION SPECIFICATIONS OF VALVE STATION ENCLOSURE
In General. Company shall ensure that the Valve Station is fully enclosed within a masonry and
steel structure that is constructed in accordance with the terms of the Agreement and this Exhibit.
The structural design specifications of the columns, pre -cast masonry panel walls, gate, and
bollards will comply with the conditions of this Exhibit or may be substituted by alternative
engineer -designed specifications, as approved by PACSD, which approval will not be
unreasonably withheld, denied or refused.
Columns, Pre -Cast Masonry Panel Walls. The northern, eastern, and southern sides of the
enclosure shall be constructed from a series of cast -in -place columns and pre -cast masonry
f Ic,d oliQIi-clitc1R1- up from the ground to a mnuniiumJieight of six-f et-
six -inches tall and extend below the surface a minimum of four feet or to such greater minimum
depth as recommended by the manufacturer or as by required engineered specifications approved
by PACSD. Columns shall be reinforced with steel I -beams or other similar structural steel
reinforcement as recommended by the manufacturer or as by required engineered specifications
approved by PACSD. Columns shall be square, with each side measuring between twenty and
twenty-four inches. Masonry panel walls, as installed, shall extend up from the ground to a
minimum height of six feet tall and shall be connected to the columns in accordance with
manufacturer specifications and sound engineering practices. Each panel shall be six -to -eight
inches thick and no more than ten feet long. Each panel shall be reinforced with steel rebar that
is number five or thicker or as required by engineered specifications approved by PACSD.
Columns and panels shall have a faux -stone surface that matches the one shown in Diagram A.
Exhibit B — Valve Station Specifications
Diagram A — Faux -Stone Finish for Columns and Masonry Wall Panels
Gate. The western side of the enclosure shall consist of an industrial steel gate. The gate shall
be constructed of CORTEN or similar high strength, low alloy, corrosion -resistant steel with a
minimum gauge of fourteen. The gate shall of a design that inhibits unauthorized access by
having vertical uprights that are 3/4" wide and spaced no more than four inches apart and
structural crosspieces that are position in a manner that does not provide a ready foothold. The
gate -mounting hardware shall be secured to the adjacent columns in accordance with
manufacturers recommendations and sound commercial practices.
Bollards. To provide enhanced security around the valve and reduce the likelihood of a
catastrophic breach of the enclosure by a motor vehicle, Company shall ensure that bollards are
an is x i . concrete 61Tarr4
shall be installed inside the enclosure at the center point of each masonry wall panel in the
northern and southern sides of the enclosure. Bollards shall be constructed of steel -reinforced
concrete, extend a minimum height of three feet from the ground, measure at least twelve inches
across, and be installed in a footing reasonably designed to prevent the bollard from being
dislodged in case of impact. In addition, Company shall ensure that the center point of the gate
is reinforced by a steel heavy duty hinged bollard (HDHB) or steel low profile heavy duty hinged
bollard (LPHDHB) that complies with the specifications in Diagram B.
OPERATIONAL SPECIFICATIONS
Accessing Valve Station. Company shall access the Valve Station only via the Access Drive
except in cases of Emergency, as defined below, or if the Company receives specific written
approval from the Director to use an alternate access route.
Routine Inspections and Quarterly Maintenance. Company shall be authorized to use the Valve
Station to perform Routine Maintenance on the Pipeline on a quarterly basis in accordance with
the terms and conditions of the Agreement and of this Exhibit. For purposes of this provision,
"Routine Maintenance" shall consist of visual inspections, evacuating the contents from a
portion of the Pipeline, and running pipeline inspection gauges (commonly known as "PIG"s),
camera equipment, or other testing devices through the line to ensure the continued physical
integrity of the Pipeline. Company shall provide PACSD with at least ten (10) business days'
notice of the date for its quarterly maintenance and shall coordinate the scheduling of its
maintenance work with PACSD to minimize inconvenience to other Park users. In addition,
Company shall be authorized to perform routine inspections without prior notice to the City
provided that such inspections are non-invasive.
Additional Maintenance. In addition, Company may use the Valve Station to perform additional
maintenance on the Pipeline in accordance with the terms and conditions of the Agreement and
of this Exhibit. For maintenance that is not Time -Sensitive (as defined below), Company shall
be required to receive the advance approval of PACSD. For maintenance that is Time -Sensitive,
Company shall be required to provide PACSD with advance notification, but City approval shall
not be required. For purposes of this provision, maintenance shall be considered to be Time -
Sensitive if Company determines, in exercise of its discretion as a reasonably prudent pipeline
operator, that such maintenance should be performed within forty-eight hours from the time an
issue is discovered. In addition, Company shall contact PACSD as far in advance as practicable
with a request to schedule additional maintenance and shall coordinate the scheduling of its
additional maintenance work with PACSD to minimize inconvenience to other Park users.
Exhibit B — Valve Station Specifications
Evacuation of Pipeline Contents. Except in an Emergency, as defined below, Company shall not
evacuate liquid or gaseous contents from the Pipeline or from the twenty -inch (20") gathering
line in the Park except directly into an appropriately sized industry -approved container deployed
in conjunction with a portable secondary or back-up container positioned to catch overflow of
the primary container. In addition, except in an Emergency, Company shall coordinate with
PACSD the scheduling of activities that are reasonably anticipated to require the evacuation of
Pipeline or gathering line contents to minimize likelihood of other Park users being present.
Emergency. Company acknowledges and agrees that blow -off valves located at the Westgate
Pad Site will serve as the primary evacuation point for the Pipeline for operational and
Emergency purposes. The City acknowledges and agrees that the blow -off valves at the Valve
Station will serve as an emergency back-up release site in the event the valves at the Wester e
jitaiptmvc of t1ii-Ejliibit, an "Emergency" shall bedefined as a
situation that poses an imminent threat of death or serious bodily harm to humans or animals, of
severe damage to property or infrastructure, or of serious, lasting harm to the environment.
Repair Following Emergency. If in responding to an Emergency Company damages the surface
or improvements in or immediately adjacent to the Park, Company shall promptly repair such
damage in accordance with the requirements of the Agreement, including, but not limited to,
those found in Section 6.7.
Maintenance of Enclosure. The Company shall ensure that the enclosure around the Valve
Station is maintained in a structurally sound and aesthetically pleasing condition at all times
throughout the term of the Agreement. Maintenance shall include, but not be limited to,
resurfacing the gate as needed, patching or otherwise repairing crumbling or damaged masonry,
and redressing graffiti or similar defacement.
Failure to Maintain Enclosure. If the City determines that Company has failed to properly
maintain the enclosure around the Valve Station, the City shall provide the Company
representative identified in Section 14 of the Agreement with written notice, and the Company
shall repair the enclosure within twelve (12) business days after the postmark of City's written
notice, provided, however, that if the repair cannot reasonably be completed within the
designated time, Company shall not be in default hereunder if Company has promptly
commenced such repair and is diligently pursuing the same. The Company may submit a
schedule of work to the City for review and approval, with such review and approval to be
conducted in a timely manner and with approval not to be unreasonably withheld. If Company
fails to repair the enclosure in accordance with the foregoing, the City can, at its sole option,
either (i) undertake any necessary repairs, in which case Company shall reimburse City for its
actual costs plus twenty -percent overhead, or (ii) deem the failure an Uncured Default under the
Agreement.
Landscaping. The Company, after consultation with PACSD, shall install suitable landscaping
around the enclosure. Company shall be solely responsible for maintaining such landscaping,
throughout the term of the Agreement, such maintenance to include, but not be limited to, routine
fertilizing, watering, and pruning of plant material and removing and replacing any diseased or
dying vegetation.
Failure to Maintain Landscaping. If the City determines that Company has failed to properly
maintain the landscaping around the Valve Station, the City shall provide the Company
representative identified in Section 14 of the Agreement with written notice, and the Company
shall repair the landscaping within twelve (12) business days after the postmark of City's written
Exhibit B — Valve Station Specifications
notice provided, however, that if the repair cannot reasonably be completed within the
designated time, Company shall not be in default hereunder if Company has promptly
commenced such repair and is diligently pursuing the same. The Company may submit a
schedule of work to the City for review and approval, with such review and approval to be
conducted in a timely manner and with approval not to be unreasonably withheld. If Company
fails to repair the landscaping in accordance with the foregoing, the City can, at its sole option,
either (i) undertake any necessary maintenance, in which case the Company shall reimburse City
for its actual costs plus twenty -percent overhead, or (ii) deem the failure an Uncured Default
under the Agreement.
Exhibit B — Valve Station Specifications
Tr O1'f ICGHIOfD
----- - - - -- ---------- — ---- — - "The Ur1oln0f MWt'tunctlo_ BOilOrd'
IHS,ALLAn0Y IM4PotCT1rM5 FOB, (IIDtt() & LPHDHB) artzwInrn 1Mnt,,rne lrsnl„n13
_OW PROFILE HEAVY DUTY HINGED ROL' ARD
1, vortty Inc• a Lon Prof Be Hear, %ty H,•pe4 Boland Porte ore In the ehlprnt pockcpe as Venn on
lee IVA of Mot.rl4".
2. Provide low Prof.* Heevy Outs )4I,Oed Bola, Ar4Mr Syalem (see ttp0dpd AIXTOr 5ye(tem p-o.trq-BAS)
of ya> ...zoos at o IOturkn tD.i5ult you- •pectfIc muscle.
1 Inafeel LPIOH0 Mae Otea 2) TTrrMM And Orval on your s0e0tea Ara.' Syeten wake the flof
ease., °ra new ru'e ..0A,O.W i. your Anctar Syst•n KM. use S,S. shim. ro (eve If
n0e4e0. 'or.u0 het note( t0 **Non 100 ft-®y for Anchor Systoms C'AS 0nd E5A5.
Torque hot note for other Anp,. Systems to Yon,Tachr.rs So.041katlon.
4. Ins0N LPINMB Pool ttan 1) to 1.0.6143 Bose Warn 2t usltp HMO BOH lit0m Bt, Not Washer
Own 51. ar,d Met Nut 111.e0 H) 1e trL C.Tack Weo He0 N.,T 10 BIN, Mott or West la nce
no Don Threads t], tH34 Hex Yu I'Uannot Coo eosny rerove0.
5. Pvt. 1Oc0Nn Pk, tn•u LA P0s01FM Bowwrd Post. old Into Podmcx .nets duet. A Het Mut lit. 41
Is 4w4n,W to ,one o po4o0M to rk) ovono.e.
6. butat the four Labels Ot the 10:4tlons ah,n.
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THE FOLLOWING SHALL BE PROVIDED AT ALL LOCATIONS REOUIRING ACCESS 1:ITHIN
!HE CITY OF CRYSTAL LAKE RIGHT -OF -NAY. THIS WILL BE INCLUDED IN THj
TEMPORARY ACCESS (COMMERCIAL ENTRANCE) PAY ITEM.
Tro1lkGtarde
BILL OF MATERW.
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LOW PROFILE HEAVY DJTY HINGED UULLAAD (LPHUItlt
R4WN PCst-ION
ER000CT HICHLICHTS
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(TIE LOW PROFILE HEAVY DUTY HINGED BOULARD ILPIIpHO4 SHALL BE Ft/ABUSED AND INStALLEO.
THIS WILL BE INCLUDED IN TIE POLO DOWN BOLLARDS PAY (TEAL
Diagram B — Heavy Duty Steel Hinged Bollard
Exhibit B — Access Drive Specifications
DUMMY „,IO T IN RAMP OPTIONAL
IN Ie' D" DRIVE WAY ONLY.
EXIST IMO CURB 8 GUT TER,IF ANY, MUST OE SAWED 85 GIRf :T- ,P fd REO CE G,. CR'IVE a 3 BARS
Ede 8Y THE ENGINEER,f'— ' AT aI' O.C•B-W.
/ A
r + REINFORCE 4" WALK *3 BARS
r Pl.O.w. LINE I F. j AT Kr 0.0.0.W. REFERENCE
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4' SIDEWALK
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PLAN VIEW
PARKWA" WIDTH
B (SEE TABLE 1
_ _- PROVIDE EXPANSION 401,47 ONLY
IF CONNECTING TO Ex'STIN;,
CONCRETE DRIVE.
STANDARD
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SEE STANDARD CURB
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f 8 GUTTER PAY LIMIT �ti CURB
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.�"SAND CJS4iCh 1QR APPROVED � �- `ts:.t;,, _ -S .6 .i,?. :::J �'
SUGG A0E. SECTION A -A �
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' STABILIZED
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{ 5'aEIAAIk SECT.OI'► THR'J Ga;'VEW'1: TO BE
11' TO 14 f2 "c5', S1 r ' S GR! v 546w
! POURED SAME TH: _KNE S 5 M
IS'T019 131p7'�12' APPROACH Ex Pt•.p FOP. A'3 DRNEWAV
APPROACH, EAISTNNtiV 510EWA.LK, It ANY,
241T0221 B.IcT 15' TCi RE RE► OVCG AND REPLACED.
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STANG4 0D
DRIVEWAY APPROACH
Lrr1. ' f�RT WORTk• TEXAS - CONSTRUCTiON STAhpAPc,
RAYONS NO. S-S 5
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Exhibit B — Access Drive Specifications
Initial Construction. The Access Drive shall be constructed and installed in a manner that meets or
exceeds the minimum requirements for a commercial drive under the stricter of the following two
standards: those promulgated by the Texas Department of Transportation and those promulgated by the
City's Department of Transportation and Public Works.
Edge -to -Edge Pavement. The Access Drive shall be constructed to extend the entire length from the
frontage road of Texas State Highway 287 to the back edge of the entrance gate of the valve station.
Maintenance. The Company shall ensure that the Access Drive is maintained in a good and passable
condition at all times throughout the term of the Agreement.
Failure to Maintain. If the City determines that Company has failed to properly maintain the Access
Drive, the City shall provide the Company with written notice, and the Company shall repair the Access
Drive within twelve (12) business days after the postmark date of the City's written notice, provided,
however, that if the repair cannot reasonably be completed within the designated time, Company shall
not be in default hereunder if Company has promptly commenced such repair and is diligently pursuing
the same. The Company may submit a schedule of work to the City for review and approval, with such
review and approval to be conducted in a timely manner and with approval not to be unreasonably
withheld. If Company fails to repair the enclosure in accordance with the foregoing, the failure shall be
deemed an Uncured Default under the Agreement.
EXHIBIT "C"
PARK RESTORATION SPECIFICATIONS
Natural Gas Facilities License Agreement Marmon Field Park
Page 31 of 31
SECTION 02930 - TURF SODDING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: This work includes all labor, materials and equipment for soil
preparation, fertilization, planting and other requirements regarding turfgrass sodding
shown on the plans.
B. Related Work Specified Elsewhere: Section 02300,hwnrk
1.02 REFERENCE STANDARDS
A. For exotic plant materials: American Joint Committee of Horticultural Nomenclature,
Second Edition, 1942.
B. For native materials
a. Manual of the Vascular Plants of Texas by Correll and Johnston
b. Check List of Vascular Plants of Texas by Hatch
c. Flora of North Central Texas by Shinners and Moller
1.03 SUBMITTALS
Samples, certificates and specifications of sod, fertilizer, compost, soil amendments or other
materials may be requested by the City.
All delivery receipts and copies of invoices for materials used for this work shall be subject to
verification by the City.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Sod: Harvesting and planting operations shall be coordinated with not more than forty
eight hours elapsing between the harvesting and planting.
B. Fertilizer
1. Unopened bags labeled with the analysis.
2. Conform to Texas Fertilizer Law.
1.05 QUALITY CONTROL
The Developer/Contractor who plants the sod is responsible for supervision of his crew, while
planting the sod and maintaining the sod until the project is accepted by the City.
(:.RF Sui)Dl \G
02930
-1-
PART 2 — PRODUCTS
2.01 SOD
A. The sod shall be Buchloe dactyloides ("Prairie" Buffalograss) and shall consist of stolons,
leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots
throughout the soil of the sod for a thickness not less than one inch. Sod shall be alive,
healthy and vigorous and shall be free of insects, disease, stones and undesirable foreign ,
materials and grasses. Sod shall have been produced on growing beds of clay or clay -loam.
topsoil. The sod shall not be harvested or planted when its moisture condition is so
moist and shall be stacked roots -to -roots and grass -to -grass.
B. The sod shall be cut in strips four feet wide to be laid parallel with the contours.
2.02 FERTILIZER
A. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis.
B. All fertilizer shall be in acceptable condition for distribution and shall be applied
uniformly over the planted area two weeks after sodding.
C. All fertilizer shall have an analysis of 3-1-2 or as designated on the plans. The fertilizer
rate shall be 45 pounds of nitrogen per acre.
2.03 WATER
The water shall be furnished by the Developer/Contractor and shall be clean and free of industrial
wastes or other substances harmful to the germination of the seed or to the growth of the
vegetation. The amount of water will vary according to the weather variables. Generally, the sod
should be soaked one time per day for three weeks or until established. Soaking is mandatory
after spreading the fertilizer.
2.04 COMPOST
All compost material is to be totally organic and decomposed for at lease nine months. All
compost is to be clean and free of fungus, disease, live plants, seed, excessive cotton lint and any
harmful chemicals. "New Life Soil Conditioner" or "Perma Green Compost", as specified below
or an approved equal, shall be used. Raw organics are not acceptable.
A. For soil with an alkaline pH condition: Use "New Life Acid Gro" (acid pH) soil
conditioner as produced by Soil Building Systems of Dallas, or an approved equal.
B. For soil with an acidic o11 condition: Use "Perma Green Compost" by Texas Earth
Resources, Inc. of Dallas, or "New Life Natural Grower" (ph 8.0 to 9.0) by Soil Building
Systems, Inc., of Dallas.
C. Sample and Specification Submittal: Submit a producer's specification and a quart
sample of the compost proposed for the City's approval.
FT'RF SODDING
o293Q
INS PART 3 - EXECUTION
3.01 GENERAL
All turfing operations are to be executed across the slope, parallel to finished grade contours.
3.02 SOIL PREPARATION
.41
B. Tillage shall be accomplished to loosen the topsoil, destroy existing vegetation and
prepare an acceptable sod bed. All areas shall be tilled with a
k 4s not tome than ten inches apart. 7ruttal tillage shall be done
in a crossing pattern for double coverage, then followed by a disc harrow. Depth of
tillage shall be five inches. A heavy duty rototiller may be used for areas to be planted
1110 with sod.
goll
C. Cleaning: Soil shall be further prepared by the removal of debris, building materials,
rubbish, weeds and stones larger than one inch in diameter.
D Fine Grading: After tillage and cleaning, all areas to be planted shall be topdressed with
wit one-half inch compost and then shall be leveled, fine graded, and drug with a weighted
♦ spike harrow or float drag. The required result shall be the elimination of ruts,
depressions, humps and objectionable soil clods. This shall be the final soil preparation
step to be completed before planting.
A. Scarify subgrade to a depth of three inches before depositing the required topsoil.
3.03 PLANTING
Prior to laying the sod, the planting bed shall be raked smooth to true grade and moistened to a
depth of four inches, but not to the extent causing puddling. The sod shall be laid smoothly,
tightly butted edge to edge, and with staggered joints. The sod shall be pressed firmly into the
,e sod bed by rolling or by hand tamping with an approved tamper so as to eliminate all air pockets,
provide a true and even surface, and insure knitting without displacement of the sod or
deformation of the surfaces of sodded areas. Following compaction, compost shall be used to fill
40 all cracks between sods. Excess compost shall be worked into the grass with suitable equipment
and shall be well watered. The quantity of compost shall be such that it will cause no smothering
or burning of the grass.
4111 3.04 FERTILIZING
Twenty-one days after planting, turfgrass areas shall receive an application of 3-1-2 fertilizer at
the rate of 45 pounds of nitrogen per acre. Water well after application to prevent burning.
10
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•
ENI) OF SEC IION
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•
SECTION 02300 - EARTHWORK
PART 1 -GENERAL
1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services
required to construct, shape, and finish earthwork to the required lines, grades, and cross
sections as specified herein and on the plans.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 - Site Preparation.
B. Grading Plan: Refer to plan sheets.
1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The
total cost will be included in the Bid Proposal. Payment will be made on a Lump Sum basis
only.
PART 2 PRODUCTS
2.01 UNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation,
unless separately designated, within the limits of the work. Unclassified excavation includes
all material encountered regardless of its nature or the manner in which it is to be excavated.
2.02 UNCLASSIFIED FILL
A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native
materials removed in unclassified excavation, or similar imported materials, shall be
used insofar as practicable as unclassified fill. Properly deposited, conditioned, and
compacted fill is hereinafter referred to as "earth embankment."
B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are
permissible in fill materials used to construct earth embankment. Minor quantities of
rock of greater dimensions may be placed in the deeper fills in accordance with the
State Department of Highways and Public Transportation requirements for construction
of rock embankments, provided such placement of rock is not immediately adjacent to
structures or piers. Also, rock may be placed in the portions of embankments outside
the limits of the completed graded width where the size of the rock prohibits their
incorporation in the normal embankment layers.
2.03 TOPSOIL - On -Site Topsoil: Topsoil shall consist of an average depth of six inches of native
surface soil left in place after the ground cover of herbaceous vegetation and other
objectionable matter has been cleared by "blading," as specified in Section 02200, "Site
Preparation." Topsoil may be greater or less than the upper six inches (6") in depth.
EARTHWORK
02300
-I-
2.04 IMPORTED FILL
A. Imported fill materials shall be used for the construction of earth embankment in the
event that; (1) the volume of unclassified excavation is less than the volume of fill
required for earth embankment and/or; (2) the condition of materials removed in
unclassified excavation makes them unsuitable for use in the construction of earth
embankment.
B. The Developer/Contractor shall haul and place imported fill obtained frnm nff_cife
vatwus vl er details of the
construction plans. All costs related to such imported fill will be included in the
contract price, and no additional or separate payment for imported fill will be due the
Contractor.
C. A sample of the proposed imported fill must be provided by the Developer/Contractor
and be approved by the Owner. In general, imported material must be equal to or better
than native material in quality and engineering characteristics. The Owner may also
require the Contractor to provided a material analysis test of the proposed fill.
2.05 SELECT MATERIALS fYDM f 1.5 tI•3600M-12,
A. Select materials shall be imported from offsite sources, unless they are available from
specifically designated areas on the site as marked on the plans.
2.06 UNSUITABLE MATERIALS
A. Topsoil, select material, imported fill, or unclassified fill to be used as finish grade top
dressing will be declared as "'unsuitable" by the Owner if, in his opinion, any of the
following conditions or matter and particles are present to a degree that is judged
detrimental to the proposed use of the material.
1. Moisture
2. Decayed or undecayed vegetation
3. Hardpan clay, heavy clay, or clay balls
4. Rubbish
5. Construction rubble
6. Sand or gravel
7. Rocks greater than one half inch (1/2") diameter
8. Cementious matter
9. Foreign matter of any kind
Unsuitable materials will be disposed of as "waste" as specified in Section 02200.
C. Wet Material: If fill material is unsatisfactory for use as embankment solely because of
high moisture content, the Owner may grant the Developer/Contractor permission to
process the material to reduce the moisture content to a usable optimum condition.
ART}IWORK
02300
-2-
PART 3 - EXECUTION
3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02200, shall be
performed in advance of grading and earthwork operations and shall be completed over the
entire area of earthwork operations.
3.02 TOPSOIL
- The
before excation and -embankment construction begin. Likewise, topsoil will be
replaced after excavation and embankment construction are complete.
B. Removal: Topsoil shall be stripped to an average depth of six inches from areas where
excavation and embankment construction are planned. Topsoil may be obtained from
greater depths if it is uncontaminated by the substratum and it is of good quality, in the
opinion of the Owner.
C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will
later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in
locations approved by the Owner. Stored topsoil shall be kept separate from other
excavated materials and shall be protected from contamination by objectionable
materials that would render it unsuitable.
l�
D. Timing: Topsoil will not be replaced (deposited) until construction activities are
complete that would create undesirable conditions in the topsoil, such as
overcompaction or contamination. Trenching for items such as electrical conduit and
irrigation pressure lines must be complete before topsoil replacement may begin.
E. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed,
processed, compacted, and graded to leave a finished layer of topsoil not less than five
inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of
earthwork (including slopes), except where pavement is planned.
F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine
grading will be accomplished with a weighted spike harrow, weighted drag, tractor box
blade, light maintainer, or other acceptable machinery. All particles of the finish grade
shall be reduced to less than one half inch (1-1/2") in diameter or they shall be removed.
All rocks of one inch or greater shall also be removed. Grading operations and
equipment will be such that topsoil does not become overcompacted. Bulldozer blades
and front-end loader buckets are not acceptable devices for topsoil grading operations
Final grading within five feet of constructed or installed elements shall be hand
raked.
G. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade, true in
plane, even in gradient (slope), uniform in surface texture, and of nonnal compaction.
Areas of loose granular pockets or of overcompacted soils are not acceptable and will
be reworked. Finished areas will promote surface drainage and will be ready for
turfgrass planting.
EARTH WOKK
02300
-3-
A
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t
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5
5
5
5
5
5
5
5
5
5
3.03 UNCLASSIFIED EXCAVATION
A. All excavated areas shall be maintained in a condition to assure proper drainage at all
times, and ditches and sumps shall be constructed and maintained to avoid damage to
the areas under construction.
B. Surplus Material:
e ier-over atter the
grading plan is executed, and all earthwork operations, including excavation,
embankment construction, topsoil replacement, and final grading, are
completed. Any other surplus material shall be disposed of as "waste" as
specified in Section 02200. All such cost for removal shall be considered as
incorporated into Earthwork costs
C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise
indicated on the plans, excavation in solid rock shall extend six inches below required
subgrade elevation for the entire width of the area under construction and shall be
backfilled with suitable materials as indicated on the plans.
3.04 EARTH EMBANKMENT
A. Earth embankment is defined as embankment composed of suitable materials removed
in unclassified excavation and/or imported fill. The construction of embankment
includes preparing the area on which fill is to be placed and the depositing,
conditioning, and compaction of fill material.
B. General: Except as otherwise required by the plans, all embankment shall be
constructed in layers approximately parallel to the finished grade of the graded area, and
each layer shall be so constructed as to provide a uniform slope as shown on the grading
plan. Embankments shall be constructed to correspond to the general shape of the
typical sections shown on the plans, and each section of the embankment shall
correspond to the detailed section or slopes established by the drawings. After
completion of the graded area, embankment shall be continuously maintained to its
finished section and grade until the project is accepted.
Preparation: Prior to placing any embankment, all preparatory operations will have
been completed on the excavation sources and areas over which the emhankrnent is to
be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should
be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller,
loaded dump truck, or similar piece of equipment weighing approximately 25 tons
except as otherwise specified for tree protection and areas inaccessible to vehicular
compactors. Stump holes or other small excavations in the limits of the embankments
shall be backfilled with suitable material and thoroughly tamped by approved methods
before commencing embankment construction. The surface of the ground, including
plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall he
restored to approximately its original slope by bladine or other methods, and, where
EARTHWORK
02300
-4
SECTION 02830 - SEEDING
• PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans.
rat
B. Related Work Specified Elsewhere: Section 02300. Earthwork
------------------------ ------------
Pta
1.02 REFERENCE STANDARDS
A. Standardized Plant Names
1. For exotic plant materials: American Joint Committee of Horticultural
Nomenclature, Second Edition, 1942.
2. For native materials
a. Manual of the Vascular Plants of Texas by Correll and Johnston
b. Check List of Vascular Plants of Texas by Hatch
c. Flora of North Central Texas by Shinners and Moller
B. Texas Highway Department: Standard Specifications for Construction, Item 164,
"Seeding for Erosion Control" and Item 180, "Wildflower Seeding".
1.03 SUBMITTALS
A. Seed
1. Vendors' certification that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS)
b. Name and type of seed
2. If using native grass or wildflower seed, seed must have been harvested within one
hundred (100) miles of the construction site.
3. All seed shall be tested in a laboratory with certified results presented to the City, in
writing, prior to planting.
4. All seed to be of the previous season's crop and the date on the container shall be
within twelve months of the seeding date.
5. Each species of seed shall be supplied in a separate, labeled container for acceptance
by the City.
Fertilizer
1. Unopened bags labeled with the analysis
2. Conform to Texas fertilizer law
1.04 JOB CONDITIONS
A Planting Season: The season varies according to species (see Part 2 - Products). Do not
seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour.
13 Schedule after all other construction is complete.
SECTION 02930 - SEEDING
-t-
C. Protect and Maintain Seeded Areas
1 From erosion
2. From traffic and all other use
3. Until seeding is complete and accepted
1.05 QUALITY CONTROL
The Developer/Contractor who plants the seeds is responsible for daily supervision of his crew,
and for the planting the seed and maintaining the seedlings until acceptable viable growth is_
c
RC.
PART 2— FRODUCTS
2.01 MATERIALS
A. Seed
All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per
acre.
Substitution of individual seed types due to lack of availability shall be determined only by
the City at the time of planting. The Developer/Contractor shall notify the City of
difficulties locating certain species. Only those areas indicated on the plans and areas
disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in
the field and approved by the City.
Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and
other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed.
The seed shall be clean, dry and harvested within one year of planting.
1. Non-native grass seed shall consist of:
If planted between April 15 and September 10:
Lbs./Acre Common Name Scientific Name Purity Germination
25 Bermuda (unhulled) Cynodon dactylon
75 Bermuda (hulled) Cynodon dactylon
85%
95%
Substitute the following if planted between September 10 and April 15:
90%
90%
220 Rye Grass Lolium multiflorum 82% 80%
40 Bermuda (unhulled) Cynodon dactylon 84% 85%
2 Native grass seed - The seed shall be planted between February 1 and October 1
and shall consist of:
Lbs. PLS/Acre Common Name Botanical Name
SECTION 02930 - SEEDINV
-2-
16 Green Sprangletop Leptochloa dubia
40 Sideoats Grama* Bouteloua curtipendula
64 Little Bluestem* Schizachyrium scoparium
200 Buffalograss Buchloe dactyloides
40 Indian Grass* Sorghastrum avenaceum
16 Big Top Lovegrass* Eragrostis hirsuta
16 Weeping Lovegrass Eragrostis curvula
80 Canada Wild Rye* Elymus canadensis var.
- --
*These grasses are not to be planted within ten feet of a road or parking lot or,
within three feet of a walkway.
3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A).
The seed shall be planted between.March 5 and May 31 or between September 1
and December 1 and shall consist of:
Lbs. PLS/Acre
10
20
50
10
10
20
10
3
10
10
Common Name
Foxglove*
Lanceleaf Coreopsis
Bluebonnet
Pink Evening Primrose
Purple Coneflower*
Indian Blanket
Mexican Hat
Maximillian Sunflower*
Winecup
Lemon Mint*
Botanical Name
Penstemon cobaea
Coreopsis lanceolata
Lupinus texensis
Oenothera speciosa
Echinacea purpurea
Gaillardia pulchella
Ratibida columnaris
Helianthus maximiliana
Callirhoe involucrata
Monarda citriodora
*These wildflowers are not to be planted within ten feet of a road or parking lot
within three feet of a walkway.
4. Temporary erosion control seed
When specified on the plans, temporary control measures shall be performed.
These measures shall consist of the sowing of cool season plant seeds and the
work and materials as required in this section.
B. Mulch
I . Mulch should be designed for use with conventional mechanical or hydraulic
planting of seed, either alone or with fertilizer.
2. Mulch should be wood cellulose fiber produced from virgin wood or recycled
paper -by-products (waste products from paper mills or recycled newspaper).
3. Mulch should contain no growth or germination inhibiting factors.
4. Mulch should contain no more than ten (10) percent moisture, air dry weight basis.
5. Additives shall include a binder in powder form.
6 Material shall form a strong moisturc retaining mat.
SECTION 02930 - SEEDING
C. Fertilizer
1. All fertilizer shall be delivered in bags or containers clearly labeled showing the
analysis.
2. All fertilizer shall be in acceptable condition for distribution and shall be applied
uniformly over the planted area.
3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate:
a. No fertilizer is required for wildflower seeding.
b. Where applying fertilizer on newly established seeding areas — one hundred
(100) pounds of Nitrogen per acre.
seeamg areas - one hundred fifty
(150) pounds of Nitrogen per acre.
D. Water: Shall be furnished by the Developer/Contractor by means of temporary metering /
irrigation, water truck or by any other method necessary to achieve a viable, acceptable
stand of turf as noted in 3.04.B.2. The water source shall be clean and free of industrial
wastes or other substances harmful to the germination of the seed or to the growth of the
vegetation. The amount of water will vary according to the weather variables. Generally,
an amount of water that is equal to the average amount of rainfall plus one half inch
(1/2") per week should be applied for approximately two to three weeks or until project is
accepted by the City.
E. Erosion Control Measures
1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled
paper mulch, (see 2.01, B. Mulch and 3.03).
2. For seeding application in areas 3:1 slope or greater, use the following soil
retention blanket (Follow the manufacturer's directions):
"Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL.
2.02 MIXING
Seed, mulch, fertilizer and water may be mixed provided that:
1. Mixture is uniformly suspended to form a homogenous slurry.
2. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed.
3. Mixture is applied within thirty (30) minutes after placed in the equipment.
SECTION 02930 SEEDING
-4
PART 3 — EXECUTION
3.01 SEEDED PREPARATION
A. Clear Surface of All Materials, Such As:
1. Stumps, stones, and other objects larger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
# - Ming
1. In all compacted areas till one (1) inch deep.
2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less
seed/water run-off.
3. In areas near trees: Do not till deeper than one half inch (1/2") inside "drip line"
of trees.
C. Watering: Soil should be watered to a minimum depth of four inches within forty eight
(48) hours of seeding.
3.02 SEEDING
A. If Sowing Seed By Hand
1. Broadcast seed in two directions at right angles to each other.
2. Harrow or rake lightly to cover seed.
3. Never cover seed with more soil than twice its diameter.
4. For wildflower plantings, scalp existing grasses to one inch, remove grass
clippings, so seed can make contact with the soil.
B. Mechanically Seeding (Drilling):
If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be
uniformly distributed over the areas shown on the plans or where directed. All varieties
of seed, as well as fertilizer, may be distributed at the same time provided that each
component is uniformly applied at the specified rate. Seed shall be drilled at a depth of
from one quarter (1/4") inch to three eighths (3/8") inch utilizing a pasture or rangeland
type drill. All drilling is to be on the contour. After planting, the area shall be rolled with
a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All
rolling of slope areas shall be on the contour.
3.03 MULCHING
A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be
applied concurrently with fertilizer and seed, if desired.
B. Apply at the following rates unless otherwise shown on plans:
1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre.
2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre.
3 Clay soils, flat surfaces - minimum 2,500 lbs./acre
4 Clay soils, sloping surfaces - minimum 3,000 lbs.,'acre,
SECTION 02930 - SEEDING
-5-
SECTION 03300 — CAST -IN -PLACE CONCRETE
PART 1- GENERAL
1.01 SCOPE OF WORK
A. Concrete Sidewalk
B. Concrete Handicap Ramps
D. Playground Edging
E. Concrete Walls and Footings
F. Related work elsewhere: Section 07920 — Joint Sealants
1.02 QUALITY ASSURANCE
Reference Specifications: The work under this division of the Specifications shall
conform generally to the requirements of Item 314. - "Concrete Pavement", Item 406 -
"Concrete for Structures", and Item 410 — "Concrete Structures" of the City of Fort
Worth's Standard Specifications for Street and Storm Drain Construction.,
PART 2 - MATERIALS
2.01 FORMS
Forms shall be of ample strength, adequately braced, joined neatly and tightly and set
exactly to established line and grade.
2.02 REINFORCING MATERIALS
Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the
requirements of the current standard Specifications for Intermediate Grade Billet Steel
Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the
time the concrete is placed shall be free from rust, scale or other coatings that will destroy
or reduce the bond. General reinforcing bars shall be number three bars spaced eighteen
inches (18") on center in walks and twelve inch (12") on center in slabs as shown on
Plans.
2.03 CONCRETE MATERIALS
A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications
Designation C-150 and shall be Type 1.
13. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and
shall be free from any excess amount of salt, alkali, vegetative matter or other
objectionable materials. The aggregate shall be well graded from fine to course
and the maximum size shall be one inch (1"). Fine aggregate shall conform to
ASTM C33.
C Water• Water used in mixing concrete shall be clean and free from deleterious
amounts of acids, alkalies, vegetative matter or organic material. The concrete
CAST -IN -PLACE CONCRETE
03300
-I-
shall be mixed in an approved batch mixer. The mixing time shall not be less
than one (1) minute after all the batch materials are in the mixer. Cement content
shall be not less than five (5) sacks per cubic yard of concrete and shall have a
minimum twenty eight day (28) compressive strength of 3,000 psi.
D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as
specified above. Sufficient transit mix equipment shall be assigned exclusively to
the project as required for continuous pours at regular intervals without stopping
.... one anti -
one half hours (1-1/2) after the cement has been placed in the mixer.
2.04 RELATED MATERIAL
A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart
redwood with cap and paved cross section as shown on the plans
B. Dowels: Dowels for expansion joints shall be number four smooth round steel
bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen
inches on center or as shown on Plans.
C. Curing Compound: The membranous curing compound shall comply with the
requirements of A.S.T.M., Designation C-309, Type 2, white pigmented.
D. PVC Sleeves: The Developer/Contractor shall furnish and install four inch (4")
Class 200 PVC pipe sleeves under concrete walk as shown on plans and details.
E. Caulking and Sealants — See Section 07920-Joint Sealants
2.05 CONCRETE MIX DESIGN AND CONTROL
A. Mix Design: The concrete shall contain not less than five (5) sacks of cement per
cubic yard. Total water shall not exceed seven gallons per sack of cement. The
mix shall be uniform and workable. The amount of course aggregate (dry -loose
volume) shall not be more than eighty five percent (85%) per cubic yard of
concrete.
The net amount of water will be the amount added at the mixer plus the free water
in the aggregate or minus the amount of water needed to compensate for
absorption by the aggregates. Free water or absorption determinations will be
based on the condition of the aggregates at the time used. The absorption test will
be based on a thirty minute (30) absorption period. No water allowance will be
made for evaporation after batching.
B. Slump: When gauged by the standard slump test, the settlement of the concrete
shall not be less than three inches (3") nor more than five inches (5), unless
otherwise indicated.
CAS1 IN PLACE CONCRETE
03300
-2-
C. Quality: The concrete shall be designed for a minimum compressive strength of
3,000 pounds per square inch at the age of twenty-eight (28) days using a five (5)
sack mix.
D. Control -Submittal: Within a period of not less than ten days prior to the start of
concrete operations, the Developer/Contractor shall submit to the City a design of
the concrete mix proposed to be used together with samples of all materials to be
incorporated into ihe mix anr� a fitll rtaerriq ! tt r ,r,,, i - -
9
rti
component. The design ofthe concrete mix shall conform with the
provisions and limitation requirements of these specifications. All material
samples submitted to the City shall be sufficiently large to permit laboratory
batching for the construction of test beams to check the adequacy of the design.
When the design mix has been approved by the City, there shall be no change or
deviation from the proportions thereof or sources of supply except as hereinafter
provided. No concrete may be placed on the iob site until the mix design has
been approved by the City in writing to the Developer/Contractor.
PART 3 - EXECUTION
3.01 REINFORCING: Metal reinforcing shall be accurately placed in accordance with the
plans and shall be adequately secured in position by concrete, metal, or plastic chairs and
spacers. Bar splices shall overlap at least twelve (12") inches. The re -bars shall be bent cold.
3.02 JOINTS
A. Expansion Joints: Expansion joint materials shall be installed perpendicular to
the surface. The bottom edge of the material shall extend to or slightly below the
bottom edge of the slab and the top edge shall be held approximately one half
(1/2") inch below the surface of the slab. The edge of joints shall be tooled with
an edging tool having a one half (1/2") inch radius.
B. Contraction Joints; Contraction joints shall be one quarter (1/4") inch wide by
three quarter (3/4") inch deep, tooled joints placed on six foot centers, unless
otherwise indicated. Contraction joints will not be required to be sealed. Sawed
ioints may be allowed only if specifically approved by the City. Joints will be
sawed as soon as sawing can be performed without stripping aggregate from the
concrete, generally within twelve to twenty-four (24) hours after placement, and
they shall be completed before uncontrolled cracking of the pavement takes place.
C. Construction Joints: Construction joints shall be installed in all concrete work at
the locations shown on the plans. Construction joints formed at the close of each
day's work shall be located at any of the control joints designated on the Plans.
Joints may be constructed by use of wood or preformed metal bulkheads set true
to the section of the finished concrete and cleaned and oiled. Surplus concrete on
the subgrade shall be removed before resuming concreting operations.
CAST -IN -PLACE CONCRETE
03300
- 3 -
3.03 PLACING CONCRETE: Placement of Concrete: The concrete shall be rapidly deposited
on the subgrade immediately after mixing is completed. Subgrade and forms shall be
dampened prior to placement of the concrete. The concrete shall be transported, placed
and spread in such a manner as to prevent segregation of the aggregate or an excess
amount of water and fine materials to be brought to the surface. No concrete shall be
placed when the air temperature is less than forty degrees Fahrenheit nor when the
temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval
by the City.
i
1
0
Placement shall be carried on at such a rate that the concrete is at all times plastic and
flows readily into the space between the bars. No concrete that has partially hardened or
that has been contaminated by foreign material shall be deposited in the work nor shall
retempered concrete be used. Each section of pavement between expansion and
construction joints shall be placed monolithically.
All concrete shall be thoroughly compacted by suitable means during the operation of
placing and shall be thoroughly worked around reinforcement and embedded fixtures and
into the comers of the forms. Special care shall be taken to prevent voids and
honeycombing. The concrete shall then be struck off and bull -floated to the grade shown
on the plans before bleed water has an opportunity to collect on the surface.
3.04 FINISHING: All concrete shall be finished by experienced, qualified concrete finishers.
All concrete shall have a neat, rounded edge. Edging and jointing (radius described on
plans) shall be accomplished with care so as not to leave deep impressions in the concrete
surface adjacent to edges and joints. After the concrete has been floated and has set
sufficiently to support the weight of cement finishers, a smooth steel trowel will be used
to produce hard surface. The entire surface will then be brushed with a stiff bristle broom
to produce a uniform textured finish. All edges and sides of concrete exposed to view
shall be free of warp and blemishes with a uniform texture and smoothness as described
in plans.
3.05 CURING: Curing Compound: Immediately after the finishing operations, the concrete
shall be completely covered with a curing compound. The concrete surface shall be kept
moist between finishing operations and the application of the curing compound. The
curing compound shall be applied under pressure by means of a spray nozzle at a rate not
to exceed two hundred (200) square feet per gallon. A minimum of seventy two (72)
hours curing time will be required.
3.06 CONCRETE WALLS
A. Placing Concrete
1. Where tremies are used, or where the free drop is five (5) feet or more,
and through reinforcement, use a dumping box or board, moving the
concrete therefrom by shovels or hoes.
2. Deposit concrete so that the surface is kept level throughout, a minimum
being permitted to flow from one position to another, and Place as rapidly
as practicable after mixing.
CAST IN -PLACE CONCRETE
03300
- 4 -
ofig
3. Do not use in this work any concrete not placed within thirty (30) minutes
after leaving the mixer.
4. Thoroughly work concrete around reinforcement and embedded fixtures,
and into corners of forms, during placing operations.
5. Completely compact with tamping poles and by tapping forms until the
concrete is thoroughly compact and without voids. Determine the number
of tampers needed by the amount and met
go-roustn oroughly to obtain
maximum density.
7. Use manual tampers as well as mechanical vibrators.
a. Exercise care to direct the quick handling of vibrators from one
position to another.
b. Do not over -vibrate concrete.
c. Do not move concrete by use of vibrator.
B. Finishing
1. All formed surfaces exposed to view shall have a medium broom finish.
3.07 PROTECTION
After concrete is placed, finished and cured as required, permit no traffic thereon for
three days thereafter and further protect the surface from damage due to other causes.
Egt
le
.10
END OF SECTION
CAST -IN -PLACE CONCRETE
03300
- 5 -
vea444444413431133131331/3,31031113
arr OF TORT WORTH, 1
PARKS AND COMUNITY
SERVICES DEPT.
6'
12'
OF TABLE
6'
•
2'
2:17.4 • •.- 116%;
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6' TABLE SLAB
N.T.S.
6' TABLE SLAB
5" THICK CONC. SLAB
CONTROL JOE S AT
MIDPOINT OF LAB
3.1-1-4•2111%
SCALE: N.T.S.
FILE NO. 000
5" THICK CONCRETE SLAB
EXPANSION JO
WALK-\\
CITY Of TORT WORTS, 7IIAS
PARKS AND COMMUNITY
SERVICES DEPT.
6"
v
5'-0"
BENCH SECTION
N.T.S.
6'-0" 5'-0"
BENCH
"ACCESSIBLE SPACE"
5" THICK CONCRETE SLA
CONTROL JOINT AT MIDPI.• INT
-EXPANSION JOINT
' WALK
BENCH LAYOUT
N.T.S.
BENCH SECTION
SECTION 03300 — CAST -IN -PLACE CONCRETE
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Concrete Sidewalk
B. Concrete Handicap Ramps
D. Playground Edging
E. Concrete Walls and Footings
F. Related work elsewhere: Section 07920 — Joint Sealants
1.02 QUALITY ASSURANCE
Reference Specifications: The work under this division of the Specifications shall
conform generally to the requirements of Item 314 - "Concrete Pavement", Item 406 -
"Concrete for Structures", and Item 410 — "Concrete Structures" of the City of Fort
Worth's Standard Specifications for Street and Storm Drain Construction.
PART 2 - MATERIALS
2.01 FORMS
Forms shall be of ample strength, adequately braced, joined neatly and tightly and set
exactly to established line and grade.
2.02 REINFORCING MATERIALS
Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the
requirements of the current standard Specifications for Intermediate Grade Billet Steel
Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the
time the concrete is placed shall be free from rust, scale or other coatings that will destroy
or reduce the bond. General reinforcing bars shall be number three bars spaced eighteen
inches (18") on center in walks and twelve inch (12") on center in slabs as shown on
Plans.
2.03 CONCRETE MATERIALS
A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications
Designation C-150 and shall be Type 1.
B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and
shall be free from any excess amount of salt, alkali, vegetative matter or other
objectionable materials. The aggregate shall be well graded from fine to course
and the maximum size shall be one inch (1"). Fine aggregate shall conform to
ASTM C33.
C Water• Water used in mixing concrete shall be clean and free from deleterious
amounts of acids, alkalies, vegetative matter or organic material The concrete
CAST -IN -PLACE CONCRFTE
03300
-t-
shall be mixed in an approved batch mixer. The mixing time shall not be less
than one (1) minute after all the batch materials are in the mixer. Cement content
shall be not less than five (5) sacks per cubic yard of concrete and shall have a
minimum twenty eight day (28) compressive strength of 3,000 psi.
D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as
specified above. Sufficient transit mix equipment shall be assigned exclusively to
the project as required for continuous pours at regular intervals without stopping
ifr 'Iel, .__ !__ "!ir �; 1 a1.tr.410U or one ann
one half hours (1-1/2) after the cement has been placed in the mixer.
2.04 RELATED MATERIAL
A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart
redwood with cap and paved cross section as shown on the plans
B. Dowels: Dowels for expansion joints shall be number four smooth round steel
bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen
inches on center or as shown on Plans.
C. Curing Compound: The membranous curing compound shall comply with the
requirements of A.S.T.M., Designation C-309, Type 2, white pigmented.
D. PVC Sleeves: The Developer/Contractor shall furnish and install four inch (4")
Class 200 PVC pipe sleeves under concrete walk as shown on plans and details.
E. Caulking and Sealants — See Section 07920-Joint Sealants
2.05 CONCRETE MIX DESIGN AND CONTROL
A. Mix Design: The concrete shall contain not less than five (5) sacks of cement per
cubic yard. Total water shall not exceed seven gallons per sack of cement. The
mix shall be uniform and workable. The amount of course aggregate (dry -loose
volume) shall not be more than eighty five percent (85%) per cubic yard of
concrete.
The net amount of water will be the amount added at the mixer plus the free water
in the aggregate or minus the amount of water needed to compensate for
absorption by the aggregates. Free water or absorption determinations will be
based on the condition of the aggregates at the time used. The absorption test will
be based on a thirty minute (30) absorption period. No water allowance will be
made for evaporation after batching.
B. Slump: When gauged by the standard slump test, the settlement of the concrete
shall not be less than three inches (3") nor more than five inches (5), unless
otherwise indicated.
CAS "I IN PLACE CONCRE I'E
03300
2-
C. Quality: The concrete shall be designed for a minimum compressive strength of
3,000 pounds per square inch at the age of twenty-eight (28) days using a five (5)
sack mix.
D. Control -Submittal: Within a period of not less than ten days prior to the start of
concrete operations, the Developer/Contractor shall submit to the City a design of
the concrete mix proposed to be used together with samples of all materials to be
incoraorated into the n,i n� fi'it �pssE' 2z
Material cuuipaneri 'il"i.e design of the concrete mix shall conform with the
provisions and limitation requirements of these specifications. All material
samples submitted to the City shall be sufficiently large to permit laboratory
batching for the construction of test beams to check the adequacy of the design.
When the design mix has been approved by the City, there shall be no change or
deviation from the proportions thereof or sources of supply except as hereinafter
provided. No concrete may be placed on the iob site until the mix design has
been approved by the City in writing to the Developer/Contractor.
PART 3 - EXECUTION
3.01 REINFORCING: Metal reinforcing shall be accurately placed in accordance with the
plans and shall be adequately secured in position by concrete, metal, or plastic chairs and
spacers. Bar splices shall overlap at least twelve (12") inches. The re -bars shall be bent cold.
3.02 JOINTS
A. Expansion Joints: Expansion joint materials shall be installed perpendicular to
the surface. The bottom edge of the material shall extend to or slightly below the
bottom edge of the slab and the top edge shall be held approximately one half
(1/2") inch below the surface of the slab. The edge of joints shall be tooled with
an edging tool having a one half (1/2") inch radius.
B. Contraction Joints: Contraction joints shall be one quarter (1/4") inch wide by
three quarter (3/4") inch deep, tooled joints placed on six foot centers, unless
otherwise indicated. Contraction joints will not be required to be sealed. Sawed
ioints may be allowed only if specifically approved by the City. Joints will be
sawed as soon as sawing can be performed without stripping aggregate from the
concrete, generally within twelve to twenty-four (24) hours after placement, and
they shall be completed before uncontrolled cracking of the pavement takes place.
C. Construction Joints: Construction joints shall be installed in all concrete work at
the locations shown on the plans. Construction joints formed at the close of each
day's work shall be located at any of the control joints designated on the Plans.
Joints may be constructed by use of wood or preformed metal bulkheads set true
to the section of the finished concrete and cleaned and oiled. Surplus concrete on
the subgrade shall be removed before resuming concreting operations.
CAST -IN -PLACE CJNCREFF
03300
- 3 -
3.03 PLACING CONCRETE: Placement of Concrete: The concrete shall be rapidly deposited
on the subgrade immediately after mixing is completed. Subgrade and forms shall be
dampened prior to placement of the concrete. The concrete shall be transported, placed
and spread in such a manner as to prevent segregation of the aggregate or an excess
amount of water and fine materials to be brought to the surface. No concrete shall be
placed when the air temperature is less than forty degrees Fahrenheit nor when the
temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval
by the City.
Placement shall be carried on at such a rate that the concrete is at all times plastic and
flows readily into the space between the bars. No concrete that has partially hardened or
that has been contaminated by foreign material shall be deposited in the work nor shall
retempered concrete be used. Each section of pavement between expansion and
construction joints shall be placed monolithically.
All concrete shall be thoroughly compacted by suitable means during the operation of
placing and shall be thoroughly worked around reinforcement and embedded fixtures and
into the corners of the forms. Special care shall be taken to prevent voids and
honeycombing. The concrete shall then be struck off and bull -floated to the grade shown
on the plans before bleed water has an opportunity to collect on the surface,
3.04 FINISHING: All concrete shall be finished by experienced, qualified concrete finishers.
All concrete shall have a neat, rounded edge. Edging and jointing (radius described on
plans) shall be accomplished with care so as not to leave deep impressions in the concrete
surface adjacent to edges and joints. After the concrete has been floated and has set
sufficiently to support the weight of cement finishers, a smooth steel trowel will be used
to produce hard surface. The entire surface will then be brushed with a stiff bristle broom
to produce a uniform textured finish. All edges and sides of concrete exposed to view
shall be free of warp and blemishes with a uniform texture and smoothness as described
in plans.
3.05 CURING: Curing Compound: Immediately after the finishing operations, the concrete
shall be completely covered with a curing compound. The concrete surface shall be kept
moist between finishing operations and the application of the curing compound. The
curing compound shall be applied under pressure by means of a spray nozzle at a rate not
to exceed two hundred (200) square feet per gallon. A minimum of seventy two (72)
hours curing time will be required.
3.06 CONCRETE WALLS
A. Placing Concrete
1. Where tremies are used, or where the free drop is five (5) feet or more,
and through reinforcement, use a dumping box or board, moving the
concrete therefrom by shovels or hoes.
2. Deposit concrete so that the surface is kept level throughout, a minimum
being permitted to flow from one position to another, and place as rapidly
as practicable after mixing.
LAS I -IN-PLACE CONCRETE
03300
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3. Do not use in this work any concrete not placed within thirty (30) minutes
after leaving the mixer.
4. Thoroughly work concrete around reinforcement and embedded fixtures,
and into corners of forms, during placing operations.
5. Completely compact with tamping poles and by tapping forms until the
concrete is thoroughly compact and without voids. Determine the number
of tampers needed by the amount
vigorously and thoroughly to obtain
maximum density.
7. Use manual tampers as well as mechanical vibrators.
a. Exercise care to direct the quick handling of vibrators from one
position to another.
b. Do not over -vibrate concrete.
c. Do not move concrete by use of vibrator.
B. Finishing
1. All formed surfaces exposed to view shall have a medium broom finish.
3.07 PROTECTION
After concrete is placed, finished and cured as required, permit no traffic thereon for
three days thereafter and further protect the surface from damage due to other causes.
END OF SECTION
CAST (N-PLACE CONCRETE
03300
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M&C - Council Agenda
Page 1 of 3
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 5/1/2012
84110,110,11061.1
DATE: Tuesday, May 01, 2012 REFERENCE NO.: L-15360
LOG NAME: 80HARMON FIELD PARK GAS PIPELINE AND GAS VALVE STATION
SUBJECT:
Conduct a Public Hearing and Authoriz t Use of a Portion of Harmon Field Park for Installation of an Eight
Inch Natural Gas Pipeline, a 1,400 Square Foot Gas Valve Station and a 240 Square i-oot Access unve,
Authorize Execution of a License Agreement with Texas Midstream Gas Services, L.L.C., in the Amount of
$50,066.80, Accept a Donation from Texas Midstream in the Amount of $18,000.00 and Authorize
Execution of a Ninety Day Temporary Access and Workspace Agreement with Texas Midstream in the
Amount of $118,231.37 (COUNCIL DISTRICT 8)
RECOMMENDATION:
It is recommended that the City Council:
1. Conduct a public hearing under the guidelines set forth by the Texas Parks and Wildlife Code, Chapter
26, Protection of Public Parks and Recreational Lands;
2. Find that no feasible or prudent alternative exists to the use of Harmon Field Park for the location of the
proposed natural gas pipeline, gas valve station and access drive;
3. Find that the proposed natural gas pipeline, gas valve station and access drive include all reasonable
planning to minimize harm to the parkland, including that the proposed use will be constructed in Harmon
Field Park as specified on the attached exhibits and as noted in the discussion below;
4. Close the public hearing and authorize the use of approximately 0.209 acre of dedicated parkland of
Harmon Field Park for the installation of an eight inch natural gas pipeline, 1,400 square foot (35 feet by
40 feet) gas valve station and 240 square foot access drive;
5. Authorize the execution of a license Agreement with Texas Midstream Gas Services, L.L.C., for
Harmon Field Park in the amount of $50,066.80;
6. Accept donation of $18,000.00 from Texas Midstream Gas Services, L.L.C., for future improvements at
the park; and
6. Authorize the execution of a 90 day temporary workspace and access Agreement with Texas
Midstream Gas Services, L.L.C., for Harmon Field Park in the amount of $118,231.37 with proceeds
dedicated to future improvements at Harmon Field Park.
• Harmon Field Park - located at 1501 Martin Luther King Freeway, Mapsco 63X - 63Y and 77B -
77C, east of North South Freeway SR NB, west of West Fork Trinity River, south of the Trinity
Railway Express RR, in COUNCIL DISTRICT 8.
DISCUSSION:
The purpose of this Mayor and Council Communication is to perform and authorize actions associated
with the installation of an eight inch natural gas pipeline, an above ground gas valve station and an access
drive at Harmon Field Park. Those actions include conducting a public hearing and authorizing the use,
authorizing execution of a pipeline license Agreement, accepting a donation and authorizing a temporary
http://apps.cfwnet.org/ecouncil/printmc.asp?id=16697&print=true&DocType=Print 5/18/2012
M&C - Council Agenda Page 2 of 3
access and workspace Agreement.
Texas Midstream Gas Services, L.L.C. (TMGS) initially contacted Staff in the Parks and Community
Services Department (PACSD) with a proposal to install a second pipeline at Harmon Field Park to
transport minerals from under downtown properties, including City and other government facilities. The
City Council had previously approved installation of a 20 inch pipeline through the park and under the
Trinity Levee (M&C L-15178 for the park and M&C C-24920 for the levee). In connection with the
construction of that line, TMGS was required to pay standard pipeline fees totaling $142,778.64
($104,720.65 for the park and $38,057.99 for the levee) and also agreed to construct a 49,806 square foot
concrete parking lot valued at approximately $205,000.00 in lieu of paying for certain surface use and tree
removal fees.
After its initial contact with Staff, TMGS learned that the Army Corps of Engineers would not allow the
company to make a second crossin_gunder the Levee for the proposed pipeline. TMGS then contacted
PACSD with a revised request that included addition of an above ground valve station to aHOW the second
pipeline to interconnect with the previously approved and installed line so that gas could be transported
under the levee.
In presenting and revising its plans for the site, TMGS has agreed to a number of conditions that are
intended to minimize the impact to the park. The site locations for the pipeline, valve station and access
road were made in consideration of the Harmon Field Park Master Plan (see attached exhibit). TMGS will
maintain the existing fence line along the soccer fields and will provide security for the duration of the
construction. In installing the pipeline, TMGS has agreed to maintain a minimum depth of five feet for
areas being installed using trenching and a minimum depth of 10 feet for areas installed via boring. In
addition, installation of the pipeline is scheduled to take place outside of soccer season with construction
anticipated to start May 8, 2012 and be completed by June 12, 2012, which is the last day of the Athletics
section's off season maintenance period.
The company also agreed to a number of conditions associated with the valve site. The proposed above
ground valve station will be screened by masonry panel walls that are at least six feet high and that are
suitably landscaped. (A picture showing an example of this type of enclosure is attached.) In addition,
bollards will be installed within the enclosure to provide additional security for the valve station. TMGS has
also agreed that its accessing of the valve station will be primarily for maintenance purposes, which are
anticipated to occur no more than four times per year and will be scheduled around the operations of the
athletic fields. The valve station will also serve as an emergency release site, but only in a back up
capacity. The valve station at the company's Westgate Pad Site will continue to serve as the primary
emergency release facility for the Westgate pipeline.
As proposed, the Agreement would allow for an eight inch natural gas pipeline beneath the park located
within a 10 foot wide pipeline license area for a total footprint of 7,470 square feet. The above ground
valve station will allow the two pipelines to interconnect, will provide access for routine cleaning and
maintenance and will include multiple blow off valves associated with pipeline safety. The total area
needed for the valve station is approximately 1,400 square feet (35 feet by 40 feet). In addition, the
Agreement would allow construction of a 24 foot by 10 foot access drive to allow TMGS to reach the valve
site. The area needed for the access drive is 240 square feet. In addition, TMGS has requested the use of
118,231.27 square feet of parkland as temporary access and workspace for transporting and staging
construction equipment and materials to facilitate construction of a line crossing under the Interstate
35/Highway 287 right-of-way.
As consideration for installation and operation of the pipeline, valve station and access drive TMGS will
pay the City $50,066.80 for the 20 year license period. This amount consists of $36,154.80 for the pipeline
(747 linear feet multiplied by the City's standard pipeline fee of $48.40 per linear foot), $7,000.00 for the
valve station (1,400 feet times $5.00 per square foot) and $6,912.00 for the access drive (240 square feet
multiplied by $28.80 per square foot). In exchange for the temporary access and workspace, TMGS has
agreed to pay the City $118,231.37 for the 90 day license period. This amount equates to $1.00 per
square foot, which is consistent with mitigation fees previously charged for this type of use. In addition to
the required consideration, TMGS has proposed a donation of $18,000.00 for future improvements at
Harmon Field Park. Following completion of the project, TMGS will also be required to restore the park to
a condition that is at least as good as the one in which it existed prior to construction.
http://apps.cfwnet.org/ecouncil/printmc.asp?id=16697&print=true&DocType=Print 5/18/2012
M&C - Council Agenda
Page 3 of 3
Fees for the pipeline and above ground valve station ($43,154.80 total) will be distributed in accordance
with the provisions in the City's Financial Management Policy Statements addressing gas related
revenues. The mitigation fees associated with the access drive and temporary workspace ($125,143.27)
will remain with the park for future park improvements, which is consistent with previous City Council
authorization for mitigation fees for similar items placed on parkland. In addition, the $18,000.00 donation
will stay with the park in accordance with the donation's terms.
On March 28, 2012, the Park and Community Services Advisory Board voted in favor of TMGS's request
for use of parkland in Harmon Field Park as proposed. In accordance with state law, public notice of the
proposed use was advertised in the Fort Worth Star -Telegram on April 2, 2012, April 10, 2012, and April
17, 2012. An exhibit map was available for public review for 30 days at the PACSD administrative offices
located at 4200 South Freeway, Suite 2200.
L n €€er
Association, Independent Soccer Association, United Riverside Neighborhood Association and the
Community Leader of the Butler Resident Association. Signage was posted at the site noting the proposed
use and providing instructions for directing comments to the Parks and Community Services Department.
Staff will note any public comments that have been received during the public hearing as part of the
Report of City Staff.
Harmon Field Park is located in COUNCIL DISTRICT 8.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that the Parks and Community Services
Department is responsible for the collection and deposit of funds due to the City.
FUND CENTERS:
TO Fund/Account/Centers
C282 466266 801929961700
GC10 446300 006060001000
T127 446300 006127099901
C282 488200 801929961700
FROM Fund/Account/Centers
$125.143.37
$21.577.40
$21.577.40
$18.000.00
CERTIFICATIONS:
Submitted for City Manager's Office bv:
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
1. Aerial Alignment Mao mc.odf (Public)
2. aerial Map rev.pdf (Public)
3. Master plan mc.pdf (Public)
4. pipeline route map.pdf (Public)
5. Valve station.pdf (Public)
Susan Alanis (8180)
Richard Zavala (5704)
David Creek (5744)
http://apps.cfwnet.org/ecouncil/printmc.asp?id=16697&print=true&DocType=Print 5/18/2012