HomeMy WebLinkAboutContract 42017 CITY SECRETARY
TEMPORARY ACCESS PERMIT 9TRACT NO. o i�
WORKSPACE LICENSE AGREEMENT
FOR ROCKWOOD GOLF COURSE AND ROCKWOOD PARK
This Temporary Access Permit and Workspace License Agreement for Rockwood Golf
Course and Rockwood Park ("Permit") is made and entered into by and between the City of Fort
Worth (hereinafter referred to as "City"), a home-rule municipal corporation organized under the
laws of the State of Texas, acting by and through its duly authorized Assistant City Manager, and
Texas Midstream Gas Services, L.L.C., (hereinafter referred to as "Company"), an Oklahoma
limited liability company, acting by and through Greg Floerke, its duly authorized Area
Manager.
The following statements are true and correct and constitute the basis upon which the
City has executed the Permit:
A. The City owns a certain piece of property known as Rockwood Golf Course and
Rockwood Park (the "Park"), more particularly described as 1050 Isbell Road,
City of Fort Worth, Tarrant County, Texas. The boundaries of the Park to be used
under this Permit are depicted in the Aerial Depiction of Park attached as Exhibit
"A", which is attached hereto and incorporated herein for all purposes as though it
were set forth at length.
B. Company wishes to uses certain portions of the Park that are designated herein as
temporary workspace and as an ingress and egress route in connection with the
construction of a gas pipeline beneath property that abuts the Park and that is
owned by a third party.
C. The City has reviewed Company's request and agrees to grant Company use of
the designated portions of the Park as described in Exhibit `B" in accordance with
the terms and conditions of this Permit.
Agreement
I. Term
The term of this Permit shall consist of one (1) license period of ninety (90) consecutive
calendar days ("License Period"). Should Company determine additional time is required
to complete the activity as contemplated by this Permit; Company may request and City
agrees to grant one (1) thirty (30) day extension to the License Period. Company must
submit a written extension request during the License Period to City of Fort Worth Parks
and Community Services Department. The Company shall have the ability to select the
date on which the License Period shall commence, provided, however, that: (i) the
Company must notify the City's Parks and Community Services Department at least five
(5) business days prior to the date on which the License Period will commence; and (ii)
the License Period must terminate no later than nine (9) months from the date on which
this Permit is fully executed. No use of or access to the Park or the Licensed Premises
shall be allowed outside of the designated License Period.
Company's rights in the Licensed Premises hereunder shall be strip}invited a
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Access Permit and Workspace License Agreement for Rockwood Golf Course and Park FT. WORTHoiTko
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fully and absolutely terminate and be of no further force and effect at the conclusion of
the License Period. After the License Period ends, all rights of the Company in and to
the Licensed Premises shall, automatically and without the need for any further
documentation, fully and unconditionally terminate, whereupon the Company shall have
no right of entry or use of the Licensed Premises whatsoever.
II. Licensed Premises
Subject to the terms and conditions set forth in this Permit and the City Charter and
ordinances, for and in consideration of the monetary payments to be made hereunder and
the other covenants and promises expressed herein, the City does hereby agree to license
to the Company during the License Period the use of the following two tracts of land
(collectively the "Licensed Premises") located in Rockwood Park and Rockwood Golf
Course (collectively the "Park"),4001 Townsend Drive, Fort Worth, Texas 76110:
Tract One — 24' WIDE TEMPORARY ACCESS EASEMENT "A" as
described in the Licensed Premises Description attached as Exhibit `B" for all
purposes.
Tract Two — 24' WIDE TEMPORARY ACCESS EASEMENT "B" as
described in Licensed Premises Description attached as Exhibit `B" for all
purposes.
III. License Fee
Within five (5) days of execution, Company shall deliver a License Fee of Ninety Five
Thousand Eight Hundred Eighty Three Dollars and Twelve Cents ($95,883.12) as full
and complete compensation for the rights and privileges to use temporary access road for
Company's use of those portions of Rockwood Park and Rockwood Golf Course located
within the Park and Golf Course boundaries granted under this Permit. Company will
deliver the payment and this agreement to the offices of the City's Parks and Community
Services Department (the "Department"), 4200 South Freeway, Suite 2200, Fort Worth,
Texas 76115, The License Fee is comprised of Thirty-Two Thousand Six Hundred
Sixty-Four Dollars ($32,664.00) for portion of a road affecting Rockwood Golf Course
and Sixty Three Thousand Two Hundred Nineteen Dollars and Twelve Cents
($63,219.12) for a portion of a road affecting Rockwood Park
IV. Acceptance of Licensed Premises
The Company takes all portions of the Licensed Premises and all appurtenances in "AS
IS" condition without any express or implied warranty on the part of the City. The
Company accepts the Licensed Premises in their present condition, finds them suitable
for the purposes intended, and further acknowledges that it is thoroughly familiar with
such condition by reason of personal inspection and does not rely on any representations
by the City as to the condition of the Licensed Premises or their suitability for the
purposes intended. The Company accepts the Licensed Premises subject to any and all
previously recorded easements that may have been granted on, along, over, under, or
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across said property, and releases the City from any and all damages, claims for damages,
loss, or liabilities that may be caused to invitees, licensees, or trespassers by reason of the
exercise of such rights or privileges granted in said easements. The Company's taking
possession of the Licensed Premises shall be conclusive evidence that: (a) the Licensed
Premises are suitable for the purposes and uses for which same are licensed; and (b) the
Company waives any and all defects in and to the Licensed Premises and all the
appurtenances thereto. The City shall not be liable to the Company, its agents,
employees, contractors, subcontractors, invitees, licensees, or guests for any damage
to any person or property due to the acts or omissions of the Company, its agents,
employees, contractors, or subcontractors, unless such damage is caused by the
gross negligence or willful misconduct of City or its agents, employees, separate
contractors, or subcontractors.
V. Use Not Exclusive
This Permit and all rights granted to Company herein are strictly non-exclusive. The City
reserves the right to enter into and grant other and future licenses, leases, and other
authorizations for use of the Park and the Licensed Premises to other persons and entities
as the City deems appropriate in accordance with applicable law; provided, however, that
in granting subsequent authorization for use, the City will not allow a use that will
unreasonably interfere with the Company's use of the Licensed Premises as provided
herein. This Permit does not establish any priority for the use of the Park or the Licensed
Premises by the 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 or the Licensed Premises,
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.
VI. Limitations on Use
All Company equipment and materials shall be placed and maintained solely within the
confines of the Tracts identified in the attached exhibits (Temporary Access "A" and
Temporary Access `B") of the Licensed Premises. The Tracts shall be used solely for
ingress and egress purposes, and no equipment or materials may be placed or
maintained on any of the tracts identified above. Company understands and
acknowledges that access for all vehicles and other equipment is limited to the specific
route designated as Tract "A' and Tract "B" may be used only for the transport of
equipment and supplies for construction of the gas pipeline and for no other purpose.
Unless otherwise approved by the Department, the Company shall enter and leave the
Park and access the Licensed Premises via Isabell Drive to Brookside Drive only. Use of
any portion of the Park outside of the Licensed Premises shall not be permitted.
Company shall ensure that access along Brookside Drive and the temporary access road
shall remain unobstructed throughout the construction process and License Period. At no
time shall any equipment block access to the Trinity trail or access road leading to the
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trail. Any damage to the existing pave access drive shall be repaired by the Company at
its sole expense.
In accessing and using the Licensed Premises, Company shall comply with all of its
obligations and responsibilities under this Permit and under any and all applicable,
federal, state, or local law, rule, or ordinance.
VII. Public Safety
Company shall be solely responsible for initiating, maintaining, and supervising all safety
precautions and programs in connection with Company's use of the Licensed Premises
and the Park.
At a minimum, Company shall: (i) install and maintain construction fencing along the
entire access route to ensure that no equipment or vehicle venture off the temporary
access area as depicted in Exhibit B; and (ii) the controlled-access entry gate at Brookside
Drive shall remain locked at all time to ensure that unauthorized traffic cannot enter the
Park. Following installation of the fencing and controlled-access entry, the Company
shall contact the Department to inspect for proper installation. The controlled-access
entry shall be kept locked when not in use, and the Company shall provide the
Department with keys for all fence and entry locks. At no time shall any fenced area be
left open unless staffed by security personnel.
In addition, Company shall provide construction and maintenance signs and sufficient
barricades at work sites to protect the public. The use of traffic control devices shall be
consistent with the standards and provisions of Part VI of the Texas Manual on Uniform
Traffic Control Devices. Company shall utilize appropriate warning lights at all
construction and maintenance sites where one or more traffic lanes are closed or
obstructed during nighttime conditions. Please note that the Company shall ensure that
traffic controls are installed to ensure pedestrian and bicycle safety along the trail and
access route. The temporary access road shall remain open for bicycle and pedestrian
traffic at all times and proper traffic safety control measures shall be installed in
accordance to ASHTO and Texas Manual of Uniform Traffic Control Devices. Company
shall also take all necessary precautions and shall provide all necessary protection to
prevent damage, injury, or loss to (a) all persons accessing portions of the Licensed
Premises on which any construction is being performed by or on behalf of the Company;
(b) all work performed on or from the Licensed Premises and all materials and equipment
to be incorporated therein that are under the care, custody, or control of the Company, or
the Company's employees, agents, contractors, or subcontractors, regardless of whether
such material and equipment is stored on or off the Licensed Premises; and (c) other
property on or adjacent to the Licensed Premises.
The Company shall be required to apply for all necessary permits to ensure that
installation and equipment meet the requirements of the Transportation and Public Works
Department and the Parks and Community Services Department. Staff from both
departments shall be entitled to inspect the structures during and after the installation
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process.
VIII. Protection of the Environment
The City has no knowledge of any Hazardous Materials on, under, over, or about the Park
or the Licensed Premises as of the execution date of this Permit and hereby represents
and warrants that it shall not knowingly, nor permit any third party to, use, handle, or
store any Hazardous Materials on, under, over, or about Park or the Licensed Premises in
violation of any applicable laws. Company shall not handle or store any Hazardous
Materials on the Premises or the Park, except that the Company may, in compliance with
applicable environmental laws, use and store Hazardous Materials in such amounts and
types that are commonly used in connection with pipeline boring operations, provided,
however, that Company specifically agrees to remove any and all such Hazardous
Materials on or before the final day of the License Period. Foundation shall not
introduce, use, generate, store, accept, or dispose of on, under, or about, transport across,
or permit to exist on the Licensed Premises or the Park any "treatment, storage or
disposal facility" or "underground storage tank," as those terms are defined under
applicable environmental laws. For purposes of this Permit, "Hazardous Materials" shall
mean potentially dangerous hazardous wastes, toxic substances, or related materials,
including, but not limited to, pollutants; asbestos; polychlorinated biphenyl (PCB);
petroleum or other fuels (including crude oil or any fraction or derivative thereof);
underground storage tanks, and substances considered hazardous, toxic, or the equivalent
pursuant to applicable laws. Any Hazardous Materials used by the Company on the
Licensed Premises shall be posted on site and a list shall be given to City.
Company shall not create or aggravate any condition at the Park or the Licensed Premises
that could present a threat to human health or to the environment.
Documenting Condition of Licensed Premises
Company must provide the Department with videographic documentation of the condition of
the existing paved access drives within the Licensed Premises both before and after installation
of the pipeline. 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
at least five (5) business days prior to the date on which the License Period will commence
under Section I of this Permit. Post-installation documentation must be submitted no later than
five (5) business days after the last day of the License Period. Department staff will distribute
copies of the documentation to all appropriate City personnel to determine whether any damage
has been done to the Licensed Premises.
IX. Minimizing Impact of Vegetation
Company shall trim or remove only the trees on the Licensed Premises that are identified
by the city forester at pre-construction meeting. Prior to beginning any construction,
Company shall install perimeter construction fencing as identified on the attached Exhibit
B. In addition, to minimize damage during construction, the Company shall install
orange mesh fencing on the outside drip line of' trees specifically identified by the
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Department at a pre-construction meeting. Company shall notify the Department once
the perimeter fencing and tree protection measures have been installed and allow the
Department an opportunity to inspect the work before construction begins. The City shall
have at least three business days following the date on which notice is received to
conduct its inspection. If any tree within the Park is damaged in connection with
Company's operations, Company agrees to undertake remediation efforts, including
paying of remediation costs, in accordance with Exhibit C.
The Company shall water the access route as many times necessary to keep dust and
debris from wafting.
X. Minimizing Impact of Utilities
The Company acknowledges the existence of City-owned water utilities in the Park and
Licensed Premises (including, but not limited to, waterlines, sewerlines, and storm drains
and lines) and covenants and agrees to install protective matting over such utilities in
accordance with Exhibit B and in compliance with specifications approved by the City's
Water Department. Following installation of the matting, Company shall contact the
Water Department (John Lopez or other designated representative) for inspection and
approval.
The Company shall provide the Parks and Community Services Department with a copy
of the matting specifications and the Water Department's inspection report within
twenty-four (24) hours of receiving the report from the Water Department and prior to
mobilization of pipeline construction equipment in the Park. The Company may begin
construction after the date on which it provided the inspection report and specifications to
the Parks and Community Services Department unless the Department contacts the
Company and identifies specific issues that render the measures unacceptable.
XI. Restoration of Improvements
To the extent any barricade, fence, or other improvement is destroyed, removed, or
altered in connection with the Company's activities under this Permit, the Company shall
reconstruct and restore such improvement in a good and workmanlike manner to a
condition that is equal to or better than the one in which such improvement existed as of
the date this Permit is fully executed., as evidenced by the pre-installation video required
under Section IX of this Permit.
Restoration of Surface and Subsurface of Tracts
To the extent any portion of the surface or subsurface of the Licensed Premises is
damaged or disturbed in connection with Company's activities under this Permit,
Company shall ensure any subsurface area is promptly compacted to 90% Standard
Proctor Density (S.S.T.M. D698). Copies of all density testing shall be provided to Parks
and Community Services Department. Company will call the PACSD designated
representative confirm the Park was restored as contemplated by this Permit. In
performing earthwork in the Park or Licensed Premises, the Company shall adhere to the
policies outlined in Exhibit "C", which is attached to this Permit and incorporated herein
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for all purposes as though it were set forth at length.
In addition, Company will replant, reseed and water each area disturbed during
construction 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 or
designee. Restoration of surface areas disturbed shall be seeded and maintained in
accordance to the attached specifications in the Seeding Specifications attached as
Exhibit"D"for all purposes herein.
XII. All damage to paved surfaces outside of Isabel Road and within the Licensed Premises
shall be repaired in accordance with the attached Road Repair Specifications attached
as Exhibit"E" for all purposes herein.
XIII. Removal of Excavated Materials
Company shall ensure that all drilling mud spoils and all excess material excavated by or
for Company is removed from the Park and properly disposed within twenty-four (24)
hours of excavation unless such material is stored in a containment facility. Material
stored in a containment facility may remain on the Licensed Premises no longer than ten
(10) calendar days following the date of excavation.
XIV. Liability; Indemnification.
Company agrees to pay City for all damages suffered or incurred by City, either directly
or indirectly, as a result of any operations on or from the Licensed Premises conducted
for or by Company, its agents, employees or representatives, including all damage or
injury to standing or fallen timber, buildings, fences, equipment, and all other property,
whether real or personal.
Company covenants and agrees to and does hereby indemnify, hold harmless, and
defend, at its own expense, City, its officers, servants and employees, from and
against any and all claims or suits for property loss or damage and/or personal
injury, including death, to any and all persons, of whatsoever kind or character,
whether real or asserted, arising out of the acts or omissions of the Company, its
officers, agents, employees, subcontractors, invitees, licensees, volunteers, or
program participants. Company likewise covenants and agrees to, and does hereby,
indemnify and hold harmless City from and against any and all injuries, damage,
loss, or destruction to property of City during the performance of any of the terms
and conditions of this Permit. However, the indemnity provided for in this
paragraph shall not extend to any liability resulting from the sole negligence of the
City or its officers, agents, employees, or separate contractors, and, in the event of
joint and concurrent negligence of both the Company and the City, responsibility
and liability, if any, shall be apportioned comparatively in accordance with the laws
of the State of Texas. Nothing herein shall be construed as a waiver of the City's
governmental immunity as further provided by the laws of the State of Texas.
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Company covenants and agrees that City shall no way or under any circumstances be
responsible for any property belonging to Company, its members, employees, agents,
contractors, subcontractors, invitees, licensees, or trespassers that may be stolen,
destroyed, or in any way damaged, and Company hereby indemnifies and holds
harmless City from any and all such claims. City does not guarantee police protection
and will not be liable for any loss or damage sustained by Company, its members,
employees, agents, contractors, subcontractors, invitees, licensees, or trespassers on any
of the Premises.
Company agrees that City shall not be liable for any loss, injury or damage whatsoever
suffered or incurred by Company or Company's agents, employees or representatives
while on the Licensed Premises.
XV. INSURANCE
Duty to Acquire and Maintain
Company shall procure and maintain at all times, in full force and effect, a policy or
policies of insurance to provide coverages of the types and amounts 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, repair, reconstruction, or condition
of the pipeline. The insurance required hereunder may be met by a combination of
self-insurance and primary and excess policies.
Types and Amounts of Coverage Required
Commercial General Liability
$5,000,000.00 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
Property Damage Liability:
$5,000,000.00 per occurrence
Umbrella Policy
$5,000,000.00
Environmental Impairment Liability (EIL) &/or Pollution Liabilitv
$5,000,000 per occurrence
$10,000,000 aggregate
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Automobile Liability:
$1,000,000.00 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 Permit
Worker's Compensation:
As required by law
Employer's Liability:
$1,000,000.00 per accident
Revisions to Required Coverage
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 Permit.
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.
Underwriters and Certificates
Company shall procure and maintain its insurance with underwriters who are
authorized to do business in the State of Texas and who are acceptable to the City in
terms of solvency and financial strength. Within ten (10) business days following
execution of this Permit, 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.
Deductibles
Deductible or self-insured retention limits on any line of coverage required herein shall
not exceed $1,000,000.00 in the annual aggregate unless the limit per occurrence or per
line of coverage, or aggregate is otherwise approved by the City.
No Limitation of Liability
The insurance requirements set forth in this section and any recovery by the City of
any sum by reason of any insurance policy required under this Permit shall in no way
be construed or affected to limit or in any way affect Company's liability to the City or
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other persons as provided by this Permit or law.
XVI. Prohibition Against Liens
The Company shall not do any act or make any contract that may be purported to create
or be the foundation of any lien on or any interest in the Licensed Premises or the Park.
Any such act, contract, or lien attempted to be created shall be void. Should any
purported lien on the Licensed Premises be created or filed, the Company shall, at its sole
expense, liquidate and discharge same within ten (10) business days after notice from the
City to do so
XVII. Notices
All notices required or permitted under this Permit shall be conclusively determined to
have been delivered when (i) hand-delivered to the other party, its agent, employee,
servant, or representative, or (ii) received by the other party by reliable overnight courier
or United States Mail, postage prepaid, return receipt requested, at the address stated
below or to such other address as one party may from time to time notify the other in
writing.
To THE CITY: To COMPANY:
Director Dave Johns
Parks and Community Services Manager, Midstream Property Rights
City of Fort Worth Texas Midstream Gas Services, L.L.C.
4200 South Freeway, Ste 2200 100 Energy Way
Fort Worth, Texas 76115 Fort Worth, Texas 76102
With a copy to: with a copy to:
Department of Law Texas Midstream Gas Services, L.L.C.
City of Fort Worth CT Corporation
Attn: Denis C. McElroy 350 North St. Paul Street, Suite 2900
1000 Throckmorton Dallas, Texas 75201
Fort Worth, Texas 76102
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XVIII.Independent Contractor
It is expressly understood and agreed that Company shall operate as independent entity in
each and every respect hereunder and not as an agent, representative, or employee of the
City. Company shall have the exclusive control and the exclusive right to control all
details and day-to-day operations and activities relative to operation of the Company and
installation of the pipeline and shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees.
Company acknowledges that the doctrine of respondeat superior shall not apply as
between the City and Company, its officers, agents, servants, employees, contractors,
subcontractors, licenses, and invitees. Nothing contained in this Permit shall be
construed as the creation of a partnership or joint enterprise between the City and
Company.
XIX. Prohibition Against Assignment
The Company may not sell, assign, or otherwise transfer any of its rights or obligations
under this Permit without the prior, written consent of the City. Any such attempted
assignment without the City's consent shall be void.
XX. Compliance with Laws and Regulations
In operating under this Permit, Company agrees to comply with all applicable federal,
state, and local laws, regulations, and ordinances, including all City ordinances, charter
provisions, and rules, regulations, and requirements of the City's Police, Fire, Code
Compliance, Transportation and Public Works, and Health Departments.
Company will not knowingly do or suffer to be done anything on said Licensed Premises
during the terms of this Permit in violation of the laws, statutes, ordinances, rules,
regulations, charter provisions, directives or requirements referenced in this Permit. If
the City calls the attention of Company to any such violation on the part of said Company
or any person employed by or admitted to said Licensed Premises by Company,
Company will immediately (or otherwise as soon as reasonably possible) desist from and
correct such violation and/or vacate the Licensed Premises.
XXI. Taxes
The Company acknowledges and agrees that it shall be solely responsible for paying all
taxes assessed or imposed by any governmental entity in connection with the
construction, installation, operation, maintenance, repair, or reconstruction of the pipeline
and with the use of the Licensed Premises or other City property related to activities
within the scope of this Permit.
XXII. Force Maieure; Homeland Security
If either party is unable, either in whole or part, to fulfill its obligations under this Permit
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due to acts of God; strikes, lockouts, or other industrial disturbances; acts of public
enemies; wars; blockades; insurrections; riots; epidemics; public health crises;
earthquakes; fires; floods; restraints or prohibitions by any court, board, department,
commission, or agency of the United States or of any state; declaration of a state of
disaster or emergency by the federal, state, county, or City government in accordance
with applicable law; any arrests and restraints; civil disturbances; or explosions; or some
other reason beyond the party's reasonable control (collectively, "Force Majeure Event"),
the obligations so affected by such Force Majeure Event will be suspended only during
the continuance of such event. If the Licensed Premises or any portion thereof shall be
destroyed or rendered unsafe for use or occupation by reason of a Force Majeure Event,
the City may, in its reasonable discretion and after consulting with Company, either
cancel or reschedule the Company's activities. The Company hereby waives any claim
against City for damages by reason of any such rescheduling or cancellation.
If the United States Department of Homeland Security issues a Level Orange or Level
Red Alert, the City, in its sole discretion, may cancel or postpone scheduled Company
activity in the interest of public safety.
XXIII.Headings
The section headings contained herein are solely for convenience in reference and are not
intended to define or limit the scope of any provision of this Permit.
XXIV.Choice of Law; Venue
This Permit shall be governed by and construed in accordance with the laws of the State
of Texas. If any action, whether real or asserted, at law or in equity, arises on the basis of
any provision of this Permit, venue for such action shall lie in state courts located in
Tarrant County, Texas or the United States District Court for the Northern District of
Texas -Fort Worth Division.
XXV. Governmental Powers
It is understood and agreed that by execution of this Permit, City does not waive or
surrender any of its governmental powers.
XXVI.Authorization
By executing this Permit, Company's agent affirms that he or she is authorized by the
Company to execute this Permit and that all representations made herein with regard to
Company's identity, address and legal status (corporation, partnership, individual, etc.)
are true and correct.
XXVII. Entirety of Agreement
This instrument (including all attachments, schedules, and exhibits attached hereto)
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L41
constitutes the entire understanding and agreement of the City and Company as to use of
the Licensed Premises and the Park. 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 Permit. This Permit shall not be amended unless agreed to in writing
by both parties.
By executing this Permit, Company agrees to and accepts the terms, conditions and provision
contained herein.
IN WITNESS WHEREOF, the parties hereto have executed this Permit this day of
2011 in Fort Worth, Tarrant County, Texas.
Texas Midstream Gas Services, L.L.C. City of Fort Worth
By: �� ^� By:
reg Fl e ce 40
?,<A Area Manager Assistant City Manager
Date: Date: 9 I
Approv d to For a d Legality: Approved as to For d Legality:
rt �)
By: By: 6C�— lyL
Michael F. McCann Melinda Ramos
Senior Attorney, Midstream&Marketing Assistant City Attorney
Attested by:
Auth ari.zatxoll
Warty Hendrix. C6 §ex
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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A .
ACKNOWLEDGEMENT
THE STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on this 19� day oft,, 2011, by
Susan Alanis, Assistant City Manager of the City of Fort Worth, Texas, a municipal corporation,
on behalf of the City of Fort Worth, Texas.
LINDA M.HIRRLINGER I
My COMMISSION EXPIRES Notary Public, State of Tex
R&M 2,2014
ACKNOWLEDGMENT
THE STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on this S day of S
2011, by Greg Floerke, Area Manager, for Texas Midstream Gas Services, L.L.C. an OklAtibma
limited liability company, on behalf of said company.
y y JEANETTE MICHELLE HILL
Notary Public,State of Texas
�+ My Commission Expires
' Februo►y 2), 2015 No Pu ic, State of Texas
A ►RECORD
CRETARY
RTH,TX
TX-TARR-PASO-006.01
Access Permit and Workspace License Agreement for Rockwood Golf Course and Park Page 14 of 20
EXHIBIT "A"
Aerial Alignment
Tract one—Temporary Access (A) Legal Description Exhibit "B"
Tract two—Temporary Access (B) Legal Description Exhibit"B"
fX-I ARR-PASO-006.01
Access Permit and workspace I-icense Agreement for Rockv+ood Gulf C'oursc and Park
Exhibit "A"
FIELD NOTES - DESCRIPTION
24' WIDE TEMPORARY ACCESS EASEMENT "A"
BEING A TRACT OF LAND LOCATED IN THE PETER SCHOONOVER SURVEY,
ABSTRACT No. 1405, TARRANT COUNTY, TEXAS, BEING A PORTION OF A
TRACT OF LAND DESCRIBED IN A DEED TO THE CITY OF FORT WORTH,
RECORDED IN VOLUME 1172, PAGE 1, DEED RECORDS, TARRANT COUNTY,
TEXAS (D.R.T.C.T. ) , AND BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT IN THE WEST LINE OF SAID FORT WORTH TRACT,
THE EAST LINE OF A TRACT OF LAND DESCRIBED IN A DEED TO TARRANT
COUNTY WATER CONTROL & IMPROVEMENT DISTRICT No. 1 (T.C.W.C. &
I .D. No. 1) , RECORDED IN VOLUME 2760, PAGE 363, AND THE EAST LINE
OF BROOKSIDE DRIVE (SHOWN AS A 40 FOOT WIDE RIGHT-OF-WAY PER
BROOKSIDE ANNEX, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT
COUNTY, TEXAS, RECORDED IN VOLUME 388-A, PAGE 93 , PLAT RECORDS,
TARRANT COUNTY, TEXAS (P.R.T. C.T. ) , RIGHT-OF-WAY APPEARS TO BE
VACATED, BUT THERE WAS NO EVIDENCE OF VACATION AT THE TIME OF
THIS SURVEY) , BEING THE BEGINNING OF A CURVE TO THE RIGHT, AND
FROM WHICH A 1/2" IRON ROD FOUND BEARS S 56 006 ' 11"W, 908 . 79 FEET,
SAID IRON ROD BEING THE NORTHEAST CORNER OF LOT 19, BLOCK 15 OF
SAID BROOKSIDE ANNEX;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 59. 81 FEET, ALONG SAID
CURVE TO THE RIGHT, THE WEST LINE OF SAID FORT WORTH TRACT, THE
EAST LINE OF SAID T.C.W.C. & I .D. No. 1 TRACT AND THE EAST RIGHT-
OF-WAY LINE OF SAID BROOKSIDE DRIVE, HAVING A RADIUS OF 1, 878 . 80
FEET, A DELTA ANGLE OF 01°49 ' 27" AND A CHORD BEARING N 06 049115"
E, 59 . 81 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE
RIGHT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 16 . 38 FEET, ALONG SAID
NON-TANGENT CURVE TO THE RIGHT, DEPARTING THE WEST LINE OF SAID
FORT WORTH TRACT, THE EAST LINE OF SAID T. C.W.C. & I .D. No. 1
TRACT AND THE EAST RIGHT-OF-WAY LINE OF SAID BROOKSIDE DRIVE,
HAVING A RADIUS OF 274 . 00 FEET, A DELTA ANGLE OF 3 025133" AND A
CHORD BEARING N 38 003139"E, 16 .38 FEET TO A POINT;
THENCE N 63 056 ' 00"E, 112 . 14 FEET TO THE BEGINNING OF A NON-
TANGENT CURVE TO THE LEFT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 172 . 79 FEET, ALONG SAID
NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 250 . 00 FEET, A
DELTA ANGLE OF 39 036 ' 02" AND A CHORD BEARING S 44 007 ' 59"W, 169 .37
FEET TO THE PLACE OF BEGINNING AND CONTAINING 0 . 041 ACRES (1, 803
SQUARE FEET) OF LAND, MORE OR LESS .
Exhibit "A" J
FIELD NOTES - DESCRIPTION
24' WIDE TEMPORARY ACCESS EASEMENT "B"
BEING A TRACT OF LAND LOCATED IN THE PETER SCHOONOVER SURVEY,
ABSTRACT No. 1405 AND THE JOHN WATSON SURVEY, ABSTRACT No. 1670,
TARRANT COUNTY, TEXAS, BEING A PORTION OF A TRACT OF LAND
DESCRIBED IN A DEED TO THE CITY OF FORT WORTH, RECORDED IN VOLUME
1172, PAGE 1, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T. ) ,
AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING AT A POINT IN THE CENTERLINE OF BROOKSIDE DRIVE (SHOWN
AS A-40 FOOT WIDE RIGHT«OF-WAY RER BROO-KSIDE ANNEX, AN ADDITION
TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, RECORDED IN
VOLUME 388-A, PAGE 86 AND VOLUME 388-A, PAGE 90, PLAT RECORDS,
TARRANT COUNTY, TEXAS (P.R.T.C.T. ) , RIGHT-OF-WAY APPEARS TO BE
VACATED, BUT THERE WAS NO EVIDENCE OF VACATION AT THE TIME OF
THIS SURVEY) , FROM WHICH A 1/2" IRON ROD FOUND BEARS S
63 044129"W, 564 . 05 FEET, SAID IRON ROD BEING THE SOUTHWEST CORNER
OF LOT 7-R AND THE SOUTHEAST CORNER OF LOT 6-R, BLOCK 11 OF
BROOKSIDE ANNEX AN ADDITION TO THE CITY OF FORT WORTH, TARRANT
COUNTY, TEXAS, RECORDED IN VOLUME 388-9, PAGE 183-184, PLAT
RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T. ) AND BEING THE
BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHEASTERLY, AN ARC LENGTH OF 85 . 25 FEET, ALONG SAID
CURVE TO THE RIGHT, DEPARTING THE CENTERLINE OF SAID BROOKSIDE
DRIVE, HAVING A RADIUS OF 133 . 54 FEET, A DELTA ANGLE OF 36 034 '35"
AND A CHORD BEARING S 37 056 '28"E, 83 . 81 FEET TO A POINT;
THENCE S 19 039 ' 11"E, 146 . 15 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT;
THENCE SOUTHEASTERLY, AN ARC LENGTH OF 225 . 24 FEET, ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 792 . 00 FEET, A DELTA ANGLE
OF 16 017 '41" AND A CHORD BEARING
S 11 030 ' 20"E, 224 .48 FEET TO A POINT;
THENCE S 03 021 ' 30"E, 207 . 62 FEET TO A POINT;
THENCE S 01 007 ' 25"W, 189 . 43 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 2 , 030 . 13 FEET, ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 2 , 372 . 00 FEET, A DELTA
.. '' �]
Exhibit"A"
THENCE S 50 009 ' 41"W, 288 .26 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 410 . 15 FEET, ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 3 , 012 . 00 FEET, A DELTA
ANGLE OF 07 048 ' 08" AND A CHORD BEARING
S 54 003145"W, 409 . 84 FEET TO A POINT;
THENCE S 57 057 '49"W, 179 . 71 FEET TO THE BEGINNING OF A CURVE TO
THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 38 . 67 FEET, ALONG SAID
CURVE TO THE RIGHT, HAVING A RADIUS OF 112 . 00 FEET, A DELTA ANGLE
OF 19 047 ' 06" AND A CHORD BEARING
S 67 051 ' 22"W, 38 .48 FEET TO A POINT;
THENCE S 77 044 ' 55"W, 199 . 09 FEET TO A POINT IN THE CENTERLINE OF
SAID BROOKSIDE DRIVE;
THENCE ALONG THE CENTERLINE OF SAID BROOKSIDE DRIVE AS FOLLOWS:
(1) N 59°14 '21"E, 70 .25 FEET TO THE BEGINNING OF A CURVE TO THE
LEFT;
(2) NORTHEASTERLY, AN ARC LENGTH OF 5 . 21 FEET, ALONG SAID CURVE
TO THE LEFT, HAVING A RADIUS OF 5, 659 . 70 FEET, A DELTA ANGLE OF
00 003 ' 10" AND A CHORD BEARING N 58 043 ' 55"E, 5 . 21 FEET TO A POINT;
THENCE N 77 044 ' 55"E, DEPARTING THE CENTERLINE OF SAID BROOKSIDE
DRIVE, 127 . 55 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 30 . 39 FEET, ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 88 . 00 FEET, A DELTA ANGLE
OF 19°47 ' 06" AND A CHORD BEARING
N 67 051 ' 22"E, 30 . 24 FEET TO A POINT;
THENCE N 57 057 '49"E, 179. 71 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 406 . 89 FEET, ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 2 , 988 . 00 FEET, A DELTA
ANGLE OF 07 048 ' 08" AND A CHORD BEARING
N 54 003145"E, 406 . 57 FEET TO A POINT;
THENCE N 50 009 '41"E, 288 .26 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 2 , 009 . 59 FEET, ALONG SAID
CURVE TO THE T;EFT, HA�'T_Nr A RADTT?S OF 2 , ? I9 , ��!9 FEET D L'
i
Exhibit "A"
N 25°38 ' 33"E, 1, 948 . 81 FEET TO A POINT;
THENCE N O1 007 ' 25"E, 188 .49 FEET TO A POINT;
THENCE N 03 021 ' 30"W, 206 . 68 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 218 . 42 FEET, ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 768 . 00 FEET, A DELTA ANGLE
OF 16 017 ' 41" AND A CHORD BEARING
N 11 030 ' 20"W, 217. 68 FEET TO A POINT;
THENCE N 19 039 ' 11"W, 146 . 15 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 33 . 75 FEET, ALONG SAID
CURVE TO THE LEFT, HAVING A RADIUS OF 109. 54 FEET, A DELTA ANGLE
OF 17 039 ' 19" AND A CHORD BEARING
N 28 028 ' 50"W, 33 . 62 FEET TO A POINT IN THE CENTERLINE OF SAID
BROOKSIDE DRIVE, BEING THE BEGINNING OF A NON-TANGENT CURVE TO
THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 46. 44 FEET, ALONG SAID
NON-TANGENT CURVE TO THE LEFT AND THE CENTERLINE OF SAID
BROOKSIDE DRIVE, HAVING A RADIUS OF 1, 032 .20, A DELTA ANGLE OF
02 034 '41 ' AND A CHORD BEARING N 16 007 ' 16"W, 46 .44 FEET TO THE
PLACE OF BEGINNING AND CONTAINING 2 . 159 ACRES (94, 061 SQUARE
FEET) OF LAND, MORE OR LESS.
I
EXHIBIT
\ \C.W.C. 8 I .D. No. Ir
VOL. 2760, PG. 363
CITY OF FORT WORTH \ D.R.T.C.T.
EASEMENT AND RIGHT-OF-WAY / ,' / e1Nt
VOL. 1322, PG. 440 gE P
\ // 1 , / p
D.R.T.C.T. / 'M / / tot R /
L p k �
E. -•-O
A' s IRF
N 84.07'50'E l 685.06'
// / ,/ �// 3•y6, TO 518'44F ICUI AT TI,E
7 N 6 SOUTHWEST CORNER OF SAYERS
CITY OF FORT WORTH \ / �/ PROPERTIES, LP TRACT (#VST, A4.
20' SANITARY SEWER EASEMENT C2 D210316397 8 MT. Ab. D210323173)
FOR 36' SEWER LINE
/VOL. 5083, PG. 752/
/
/ 1 / PETER SC1400NOVER SURVEY
/ // / 3 ABSTRACT No. 1405
24' WIDE TEMPORARY
ACCESS EASEMENT "A"
CL LENGTH = 70'
LOT 9 I i 4 RODS
I 0.041 AC.
T.C.W.C. 8 I .DI. NO., / (1,803 SO. FT,)
VOL. 2382, PG, 279
D.R.T.C.Ti PLACE OF
BECINNINC
TO 1/2'WF (CMI AT TF,E ArO ncAST
BWOKSIDE'AA#E'X ' BLOCK l5
I I
C3i%2- IRF LOT 8 TX—TARR—PASO-006.01
(CM) CITY OF FORT WORTH
BROOKSIDE ANNEX I I VOL. 1172, PG. I
VOL. 388-A, PG. 93 I I D.R.T.C.T.
P.R.T.C.T. i BROOKSIDE DRIVE
j II (SHOWN AS A 40' WIDE RIGHT-OF-WAY PER THE
I I j PLAT RECORDED IN VOLUME 388-A, PACE 93 OF
I 1 1 I THE PLAT RECORDS OF TARRANT COUNTY, TEXAS
r I I RICHT-OF-WAY APPEARS TO BE VACATED, BUT
THERE WAS NO EVIDENCE OF VACATION AT THE
TIME OF THIS SURVEY)
I I
I
111 it I CURVE TABLE
NO. DELTA RADIUS ARC BEARING CHORD LENGTH
r CI 1.49'27' 1,878.80 59.81 N % 49'15-E 59.81
�r rr1� C2 3.25'33' 274.00 16.38 N 38.03'39'E 16.38
NOTES: C3 39.36'02' 250.00 172,79 S 44.07'S9-W 169.37
(1) ALL BEARINGS SHOWN HEREON ARE
CORRELATED TO THE TEXAS STATE PLANE
a COORDINATE SYSTEM, NORTH CENTRAL ZONE
4202, NAD OF 1983, AS DERIVED BY FIELD
OBSERVATIONS UTILIZING THE RTK NETWORK
ADMINISTRATED BY WESTERN DATA SYSTEMS.
(2) TITLE INFORMATION PROVIDED BY * L E G E N D
p TEXAS MIDSTREAM GAS SERVICES, LL.C.
o (3) THIS SURVEY WAS MADE ON THE GROUND CM CONTROLLING MONUMENT
NO DURING THE MONTHS OF NOVEMBER 2009 IRF IRON ROD FOUND
THROUGH JANUARY 2010 UNDER THE DIRECTION
a OF GREGG A-E. MADSEN. R.P.L.S. NO. 5798. IPF IRON PIPE FOUND
a
(4) REFER TO THE ACCOMPANYING FIELD IRS IRON ROD SET
a NOTES ATTACHED HERETO AND MADE A PART ® TEMPORARY ACCESS EASEMENT
THEREOF.
x
MIDSTREAM
1 2113111 ,RA REVISED EASEMENT PER UPDATED TITLE TWR X G A S S E R V I C E S
o REV. DATE BY DESCRIPTION PAPPAJOHH TO SHADY OAKS
° PROJECT NO- CITY OF FORT WORTH
-0
TX-TARR-PASO06.01 24' WIDE TEMPORARY ACCESS EASEMENT 'A-
� 563356 TARRANT COUNTY, TEXAS
DRAWN 5Y;JA DATE;02-13-2011 DWG. N0. REV
:
M CHECKED BY; DATE;02-13-2011
WI SURVEYOR PREPARING rws Exr;iBl;
EA & ASSOCIATES, INC. SCALE, I•.,0 APP.: 1 OF 8 1
EXHIBIT
FIELD NOTES - DESCRIPTION
24' WIDE TEMPORARY ACCESS EASEMENT -A
BEING A TRACT OF LAND LOCATED IN THE PETER SCHOONOVER SURVEY, ABSTRACT No.
1405, TARRANT COUNTY, TEXAS, BEING A PORTION OF A TRACT OF LAND DESCRIBED IN
A DEED TO THE CITY OF FORT WORTH, RECORDED IN VOLUME 1172, PAGE 1, DEED
RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.), AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT IN THE WEST LINE OF SAID FORT WORTH TRACT, THE EAST LINE
OF A TRACT OF LAND DESCRIBED IN A DEED TO TARRANT COUNTY WATER CONTROL &
IMPROVEMENT DISTRICT No. 1 (T.C.W.C. & I.D. No. 1), RECORDED IN VOLUME 2760,
PAGE 363, AND THE EAST LINE OF BROOKSIDE DRIVE (SHOWN AS A 40 FOOT WIDE
RIGHT—OF—WAY PER BROOKSIDE ANNEX, AN ADDITION TO THE CITY OF FORT WORTH,
TARRANT COUNTY, TEXAS, RECORDED IN VOLUME 388—A, PAGE 93, PLAT RECORDS,
TARRANT COUNTY, TEXAS (P.R.T.C.T.), RIGHT—OF—WAY APPEARS TO BE VACATED, BUT
THERE WAS NO EVIDENCE OF VACATION AT THE TIME OF THIS SURVEY), BEING THE
BEGINNING OF A CURVE TO THE RIGHT, AND FROM WHICH A 1/2" IRON ROD FOUND
BEARS S 56'06'11"W, 908.79 FEET, SAID IRON ROD BEING THE NORTHEAST CORNER OF
LOT 19, BLOCK 15 OF SAID BROOKSIDE ANNEX;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 59.81 FEET, ALONG SAID CURVE TO THE
RIGHT, THE WEST LINE OF SAID FORT WORTH TRACT, THE EAST LINE OF SAID T.C.W.C. &
I.D. No. 1 TRACT AND THE EAST RIGHT-OF-WAY LINE OF SAID BROOKSIDE DRIVE,
HAVING A RADIUS OF 1,878.80 FEET, A DELTA ANGLE OF 01.49'27" AND A CHORD
BEARING N 06'49'15" E. 59.81 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO
THE RIGHT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 16,38 FEET, ALONG SAID NON—TANGENT
CURVE TO THE RIGHT, DEPARTING THE WEST LINE OF SAID FORT WORTH TRACT, THE
EAST LINE OF SAID T.C.W.C. & I.D. No. 1 TRACT AND THE EAST RIGHT—OF—WAY LINE
OF SAID BROOKSIDE DRIVE, HAVING A RADIUS OF 274.00 FEET, A DELTA ANGLE OF
3'25'33" AND A CHORD BEARING N 38'03'39"E, 16.38 FEET TO A POINT;
THENCE N 63'56'00"E, 112.14 FEET TO THE BEGINNING OF A NON—TANGENT CURVE TO
THE LEFT:
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 172.79 FEET, ALONG SAID NON-TANGENT
CURVE TO THE LEFT, HAVING A RADIUS OF 250.00 FEET, A DELTA ANGLE OF 39'36'02"
AND A CHORD BEARING S 44'07'59"W, 169.37 FEET TO THE PLACE OF BEGINNING AND
CONTAINING 0.041 ACRES (1,803 SQUARE FEET) OF LAND, MORE OR LESS.
P
O
r>
K
N
�Op
0
O
THS SURVEY WAS MADE ON THE GROUND UNDER THE DIRECT SUPERVISION OF GREGG A.E. MADSEN. R.P.L.S. N0.
a 5798 DURING THE MONTHS OF NOVEMBER 2009 THROUGH JANUARY 2010. ALL BEARINGS RECITED HEREIN ARE
CORRELATED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983.
REFER TO THE ACCOMPANYING EXHIBIT ATTACHED HERETO AND MADE A PART HEREOF.
A It eX 4 C MIDSTREAM
I 2/I3/II JRA REVISED EASEMENT PER UPDATED TITLE icwa TWR J G A S 5 E I v i E s
REV DATE BY DESCRIPTION PAPPAJOHN TO SHADY OAKS
PROJECT NO. GTY OF FORT WORTH
TX-TARR-PASO-006.01 24' MOE TEMPORARY ACCESS EASEMENT -A-
TARRANT COUNTY, TEXAS
DRAWN BY:,W DATE:02-13-201, DWG. NO, REV
SURVEYOR PREPARING THIS EXHIBIT:
CHECxEO BY: DATE:02 I?-20n
//�\
WI ER It ASSOCIATES, INC. CALE: B APP.: 2 OF 8 [
I
EXHIBIT
1 \\6\ \\\BLOCK 12 �\ 5 63'4429'W 564.05
TO I 12'RF (CM/AT T14E SOUTHWEST
\\ \\ v
CORNER OF LOT 7-R AAO THE
\\ \ SOUTlCAST CORNER OF LOT 6-R.
13 /\ BLOCK/l, BROOKSIDE AMCX
I 1 \ I \\ I3 J1u
16 I 1st\ z �� �� PLACE OF m �h
BROGK IDE EX`,\'� - \\ BECINNINC Zlo hti
vel. s8
-A PCi. 3 \ rn
D. .T.C.T. \ 11 D O
I 1 BLOCK I I I — ` ;\ - C 0
BROOKS DE ANNEX : A�
VOL.3 -A PG.90 , 10 C12
D R T.C.T. 1 y
PETER SCHOONOVER SURVEY
I 6-R 17-R ..l- �� CII ABSTRACT No. 1405
L13 1 1 1 �
1RF - 1
- (CM) BARBARA DRIVE � TX—TARR—PASO—006.01
CITY OF FORT WORTH
-cl� i VOL. 1172, PG. I
I D.R.TrC.7.
1 18 1 17 1 16 1 IS I I
I I I I —J� -13 � 1I
BLOCK 8
--t 12 L12 1 r
24' WIDE TEMPORARY
I 1 1
ACCESS EASEMENT "B"
1 6 1 7 1 e I 9 if —11 li CL LENGTH = 3.920'
I���--- F 245 RODS
—I— III III 2.159 AC.
III 10 L I I 1 1 w 94,061 SQ. FT.
POINSETTIA DR.
13
17 1 16 1 15 14
BR 3D4 1gvoEx 1 r 12 BROOKSIDE DRIVE
- (SHOWN 1 (SHOWN AS A 40' WIDE RIGHT-OF-WAY PER
1 _ BLOCKI7 - I '1� f THE PLAT RECORDED IN VOLUME 388-A. PACE
—— 1— ��JJJIIII� 11 C9 1 93 OF THE PLAT RECORDS OF TARRANT
COUNTY, TEXAS
n RIGHT-OF-WAY APPEARS TO BE VACATED. BUT
WAS NO EVIDENCE OF
GA 1 68 I \7A `\8 10 lf' fl ca THERE THE TIME OF THIS SURVEY)VACATION AT
BONITA DR. l
12A
MATCH LINE SEE SHEET 4 OF 8
NOTES:
(1) ALL BEARINGS SHOWN HEREON ARE REFER TO SHEET 6
CORRELATED TO THE TEXAS STATE PLANE FOR CURVE AND LINE
° COORDINATE SYSTEM. NORTH CENTRAL ZONE
4202. NAD OF 1983, AS DERIVED BY FIELD L07�6�-1R` 817-R TABLES
OBSERVATIONS UTILIZING THE RTK NETWORK Ol SR BLOCK ANNEX
a ADMINISTRATED BY WESTERN DATA SYSTEMS. VOL. 3ee-9, PG. Ie3-1e4
^ (2) TITLE INFORMATgN PROVIDED BY P.R.T.C.T. * L E G E N D
p TEXAS MIDSTREAM GAS SERNCES, L.L.C.
`$ (3) THIS SURVEY WAS MADE ON THE GROUND CM CONTROLLING MONUMENT
1 DURING THE MONTHS OF NOVEMBER 2009 iRF IRON ROD FOUND
THROUGH JANUARY 2010 UNDER THE DIRECTION
OF GREGG A.E. PF IRON PIPE FOUND
a .E. MADSEN, R.P.L.S. NO. 579&
IL
a (4) REFER TO THE ACCOMPANYING FIELD IRS IRON ROD SET
NOTES ATTACHED HERETO AND MADE A PART ® TEMPORARY ACCESS
THEREOF. EASEMENT
X
H
1 2113111 JU RENSED EASEMENT PER UPDATED TITLE T. e X s MIDSTREAM
v REV. DATE BY DESCRIPTION CHK. PAPPAJOHN TO SHADY OAKS
- CITY OF FORT WORTH
PROJECT NO. TX-TARR PASO-006.01 24� WIDE TEMPORARY ACCESS EASEMENT -g-
a 563356 TARRANT COUNTY, TEXAS
3
DRAMA BY:JA. DATE:02-13-2011 DWG. NO. mll
SURYEYCR PREPARING THIS EXHIBIT: CHECKED BY: DATE:02-13-2011
1NIER & ASSOCIATES, INC. SCALE: 1'.200 APP: 3 OF d
EXHIBIT
MATCH LINE SEE SHEET 3 OF 8
/ 12A
I I I I
19 I 17 I 16 I 15 1 14 1 _ _ 12B ,
BLOCKI4
_L J I
10
,
3 4 I 5 ( 6
BROOKS I DE ANNEX
1
v 388-A PG.90 ,/ 9 //,
I D.R.T.Cf.T.
CO T DEERING DR. � 8 24' WIDE TEMPORARY
O / \ ACCESS EASEMENT "B"
♦ ' CL LENGTH = 3,920'
245 RODS
(� 122-A 121-RI 20 1 19/ `♦\� / 2.159 AC.
I I 1 1 1s , • 94,061 SQ. FT.
LOCK j_ 17 ` /I
i
ROOKSIDE ANNEX / ` i Lr
VOL.388-A PG.86 16 ` TX—TARR—PASO-006.01
D.R.T.C.T. /
12 ` CITY OF FORT WORTH
VOL. 1172. PG. I
15 �. i� D.R.T.C.T.
vl / ♦ 14 \ � ,
13 BROOKSIDE DRIVE
HOWN THE PLATARECORDED IN VOLUMED 88 AY PACE
14 1 �� 93 OF THE COUNTY. TEXAS
TARRANT
♦ /i RIGHT-OF-WAY APPEARS TO BE VACATED, BUT
THERE WAS NO EVIDENCE OF VACATION AT
THE TIME OF THIS SURVEY)
V/
0.
V
PETER AB
STRACT No. 005
5
NOTES:
(1) ALL BEARINGS SHOWN HEREON ARE REFER TO SHEET 6
aCORRELATED TO THE TEXAS STATE PLANE FOR CURVE AND LINE
COORDINATE SYSTEM. NORTH CENTRAL ZONE
4202, NAD OF 1983, AS DERIVED BY FIELD TABLES
OBSERVATIONS UTILIZING THE RTK NETWORK
cc ADMINISTRATED BY WESTERN DATA SY STEMS.
(2) TITLE INFORMATION PROVIDED BY L E G E N D
o TEXAS MIDSTREAM GAS SERVICES. L.L.C.
o (3) THIS SURVEY WAS MADE ON THE GROUND CM CONTROLLING MONUMENT
o DURING THE MONTHS OF NOVEMBER 2009 IRf IRON ROD FOUND
THROUGH JANUARY 2010 UNDER THE DIRECTION
a OF GREGG A.E. MADSEN. R.P.L.S. NO. 5798. 14 1 IPF IRON PIPE FOUND
a
(4) REFER TO THE ACCOMPANYING FIELD IRS IRON ROD SET
NOTES ATTACHED HERETO AND MADE A PART ®
THEREOF. TEMPORARY ACCESS EASEMENT
x
text s
1 2/13/1EBY REVISED EASEMENT PER UPDATED 71TLE TWR MIDSTREAM
G A S S R `J I C E S
o REV. DATE DESCRIPTION CHK. PAPPAJOHN TO SHADY OAKS
$' PROJECT NO. CITY OF FORT WORTH
TX-TARR-PASO-006.01 24' WIDE TEMPORARY ACCESS EASEMENT 'S'
3 56335E TARRANT COUNTY. TEXAS
SURVEYOR PREPARING THIS EXHIBIT:
DRA*N BY:.IA DATE:02-11-2011 DWG. NO. =:EV
111A. wlER & ASSOCIATES, INC. ALE.1-- 00 /APP..-:02-13 2011 4 Or
I
EXHIBIT
/
i Y
\ I
OlLu —_= N
1- 12
of? PETER SCNO NO ER1405 EY BLOCK 2 /� Y I I \\ Q)
UJIW ABSTRAQT N9. 3 1 4 1 5 1 6 //% \
a> BROOIKIN'SIDE ANNEX 1 \ Ito
ON -I� V 0 R T CPT�B6 / \\\ 9 \
a _ I
aI _ - - ROCKWOOD DR. � \ e
I BLOC I 1 s SL
7 L6 L4
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_ - - APPROXIMATE LOCATION
2 C5 SURVEY LINE
I E SETTLEME O-OF v
a yj WIDTH R
(p VARIABLE N:ll
TX-TARR-PASO-006.01
y CITY OF FORT WORTH
VOL. 1172, PG. I
S 76.08'16-W 154.56' D.R.T.C.T.
LOTS 1 8 2, BLOCK 1 ICU;AT TPF~GEORGE PHIRIPES ADDITION TO R-R. SPNE F
VOL. 388-115. PG. 15 SOU THOCST CORACR OF LOT 2,
P.R.r.C.T. BLOCK/. GEORGE PHIRPES ADDITION
WATSON jOHN SURVEY
A8STRACTNO' 670
24' WIDE TEMPORARY BROOKSIDE DRIVE
ACCESS EASEMENT "B" THE PLATARECORDED IN VOLUME 388-A. PACE
(D CL LENGTH = 3,920' O 93 OF THE PLAT RECORDS OF TARRANT
245 RODS COUNTY, TEXAS
2.159 AC. RICHT-OF-WAY APPEARS TO BE VACATED, BUT
94,061 SQ, FT. THERE WAS NO EVIDENCE OF VACATION AT
THE TIME OF THIS SURVEY)
NOTES:
(1) ALL BEARINGS SHOWN HEREON ARE REFER TO SHEET 6
CORRELATED TO THE TEXAS STATE PLANE FOR CURVE AND LINE
COORDINATE SYSTEM, NORTH CENTRAL ZONE
4202, NAD OF 1983, AS DERNED BY FIELD TABLES
OBSERVATIONS UTILIZING THE RTK NETWORK
2 ADMINISTRATED BY WESTERN DATA SYSTEMS.
(2) TITLE INFORMATION PROVIDED BY * L E G E N D
6 TEXAS MIDSTREAM GAS SERVICES, L.L.C.
(3) THIS SURVEY WAS MADE ON THE GROUND CM CONTROLLING MONUMENT
O DURING THE MONTHS OF NOVEMBER 2009
N THROUGH JANUARY 2010 UNDER THE DIRECTION IRF IRON ROD FOUND
IL OF GREGG A.E. MADSEN, R.P.L.S. NO. 5798. IPF IRON PIPE FOUND
' (4) REFER TO THE ACCOMPANYING FIELD IRS IRON ROD SET
NOTES ATTACHED HERETO AND MADE A PART
ra- THEREOF. TEMPORARY ACCESS EASEMENT
x
~ MIDSTREAM
i 2/13/71 J2A REVISED EASEMENT PER UPDATED TITLE TWR t X S G A S S E R r E S
o REV. DATE BY DESCRIPT)ON CHK PAPPAJOHN TO SHADY OAKS
g' PROJECT NO, CITY OF FORT WORTH
TX-TARR-FASO-006.01 24' WIDE TEMPORARY ACCESS EASEMENT "3"
563356 TARRANT COUNTY. TEXAS
DRANK BY:JA DATE:02-13-2011 DWG_ N0. f`J
Vf11A wIER &PASSOCHIATES INC. C}+ECKED BY: DATE:02 13 2011
SCALE: 1'.200' APP.; J OF 8 I
i
EXHIBIT
CURVE TABLE
NO. DELTA RADIUS ARC BEARING CHORD LENGTH
CI 36.34'35" 133.54 85.25 S 37.56'28'E 83.81
C2 16°17'41 " 792.00 225.24 S II '30'20"E 224.48
C3 49.02'17. 2372.00 2030. 13 S 25.38'33"W 1968.73
C4 07 648'08` 3012.00 410. 15 S 54°03'45'W 409.84
C5 19°47'06' 112.00 38.67 S 67°51 '22'W 38.48
C6 00°03'10' 5659.70 5.21 N 58.43'55"E 5.21
C7 19°47'06' 88.00 30.39 N 67.51 '22"E 30.24
C8 07°48'08" 2988.00 406.89 1.. 54.03,45,E 406.57
C9 49.02'17" 2348.00 2009.59 N 25°38'33"E 1948.81
CIO 16.17'41 " 768.00 218.42 N 11 .30'20"W 217.68
CII 17°39'19' 109.54 33.75 N 28.28'50"W 33.62
C12 02'34'41" 1032.20 46.44 N 16.07'16"W 46.44
LCTABLE ABLE
LINE G DIST
LI S 11 ,E 146. 15
L2 S 30'E 207.62 L3 S 25'W 189.43 L4 S 41 "W 288.26 LS S 9'W 179.71 L6 S 5'W 199.09 L7 N 1'E 70.25 L8 N 55"E 127.55 L9 N 575749'E 179.71
LIO N 50.09'41'E 288.26
LII N 01.07'25'E 188.49
L12 N 03°21 '30'W 206.68
L13 N 19.39'11 "W 146. 15
NOTES:
(1) ALL BEARINGS SHOWN HEREON ARE
CORRELATED TO THE TEXAS STATE PLANE
COORDINATE SYSTEM. NORTH CENTRAL ZONE
4202. NAD OF 1983. AS DERIVED BY FIELD
OBSERVATIONS UTILIZING THE RTK NETWORK
a ADMINISTRATED BY WESTERN DATA SYSTEMS.
t0 (2) TITLE INFORMATION PROVIDED BY
o TEXAS MIDSTREAM GAS SERVICES. L.L.C.
tO (3) THIS SURVEY WAS MADE ON THE GROUND
g DURING THE MONTHS OF NOVEMBER 2009
O THROUGH JMUARY 2010 UNDER THE DIRECTION
a OF GREGG A.E. MADSEN. R.P.L.S. NO. 5798.
�' (4) REFER TO THE ACCOMPANYING FIELD
a� NOTES ATTACHED HERETO AND MADE A PART
THEREOF.
x
I-
1 2713/11 J PER UPDATED TITLE TWR X S M I D S T R E A M
G A S S E R I C E S
REV. DATE SCRIPTION ( K. PAPPAJOHN TO SHADY OAKS
PROJECT NO. CITY OF FORT WORTH
a
563356 TX-TAR,R-PASO-006.01 24` WIDE TEMPORARY ACCESS EASEMENT -B'
3 TARRANT COUNTY. TEXAS
BY:JA DATE:02-13-2011 DWG. NO. REV
SURVEYOR PREPARING THIS EXHIBIT;
ME14 Ei ASSOCIATES INC. ED BY: DATE:02 13 2011
! 1-.200' APP.: ^'� 6 OF 8
I
EXHIBIT
FIELD NOTES - DESCRIPTION
24' WIDE TEMPORARY ACCESS EASEMENT -B-
BEING A TRACT OF LAND LOCATED IN THE PETER SCHOONOVER SURVEY, ABSTRACT No. 1405
AND THE JOHN WATSON SURVEY, ABSTRACT No. 1670, TARRANT COUNTY, TEXAS, BEING A
PORTION OF A TRACT OF LAND DESCRIBED IN A DEED TO THE CITY OF FORT WORTH, RECORDED
IN VOLUME 1172, PAGE 1, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.), AND BEING
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT IN THE CENTERLINE OF BROOKSIDE DRIVE (SHOWN AS A 40 FOOT WIDE
RIGHT-OF-WAY PER BROOKSIDE ANNEX, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT
COUNTY, TEXAS, RECORDED IN VOLUME 388-A, PAGE 86 AND VOLUME 388-A, PAGE 90, PLAT
RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.), RIGHT-OF-WAY APPEARS TO BE VACATED, BUT
THERE WAS NO EVIDENCE OF VACATION AT THE TIME OF THIS SURVEY), FROM WHICH A 1/2"
IRON ROD FOUND BEARS S 63'44'29"W, 564.05 FEET, SAID IRON ROD BEING THE SOUTHWEST
CORNER OF LOT 7-R AND THE SOUTHEAST CORNER OF LOT 6-R, BLOCK 11 OF BROOKSIDE
ANNEX AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, RECORDED IN
VOLUME 388-9, PAGE 183-184, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.) AND BEING
THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHEASTERLY, AN ARC LENGTH OF 85.25 FEET, ALONG SAID CURVE TO THE RIGHT,
DEPARTING THE CENTERLINE OF SAID BROOKSIDE DRIVE, HAVING A RADIUS OF 133.54 FEET, A
DELTA ANGLE OF 36'34'35" AND A CHORD BEARING S 37'56'28"E, 83.81 FEET TO A POINT;
THENCE S 19'39'11"E, 146.15 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHEASTERLY, AN ARC LENGTH OF 225.24 FEET, ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 792.00 FEET, A DELTA ANGLE OF 16'17'41" AND A CHORD BEARING
S 11'30'20"E, 224.48 FEET TO A POINT;
THENCE S 03'21'30"E, 207.62 FEET TO A POINT;
THENCE S 01'07'25"W, 189.43 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 2,030.13 FEET, ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 2,372.00 FEET, A DELTA ANGLE OF 49'02'17" AND A CHORD BEARING
S 25-38'33"W, 1,968.73 FEET;
THENCE S 50'09'41'W, 288.26 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 410.15 FEET, ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 3,012.00 FEET, A DELTA ANGLE OF 07'48'08" AND A CHORD BEARING
S 54.03'45"W. 409.84 FEET TO A POINT;
THENCE S 57'57'49"W, 179.71 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE SOUTHWESTERLY, AN ARC LENGTH OF 38.67 FEET, ALONG SAID CURVE TO THE RIGHT,
HAVING A RADIUS OF 112.00 FEET, A DELTA ANGLE OF 19'47'06" AND A CHORD BEARING
S 67'51'22"W, 38.48 FEET TO A POINT;
THENCE S 77'44'55"W, 199.09 FEET TO A POINT IN THE CENTERLINE OF SAID BROOKSIDE DRIVE;
THENCE ALONG THE CENTERLINE OF SAID BROOKSIDE DRIVE AS FOLLOWS:
(1) N 59'14'21"E, 70.25 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
(2) NORTHEASTERLY, AN ARC LENGTH OF 5.21 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 5,659.70 FEET, A DELTA ANGLE OF 00'03'10" AND A CHORD
BEARING N 58'43'55"E, 5.21 FEET TO A POINT:
v
THENCE N 77'44'55"E, DEPARTING THE CENTERLINE OF SAID BROOKSIDE DRIVE, 127.55 FEET TO
n THE BEGINNING OF A CURVE TO THE LEFT;
0
N THIS SURVEY WAS MADE ON THE GROUND UNDER THE DIRECT SUPERVISION OF GREGG A.E.MADSEN. R.P.L.S.NO.
a 5798 DURING THE MONTHS OF NOVEMBER 2009 THROUGH JANUARY 2010. ALL BEARINGS RECITED HEREIN ARE
CORRELATED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983.
REFER TO THE ACCOMPANYING EXHIBIT ATTACHED HERETO AND MADE A PART HEREOF.
x
t-
FR 2/IS/IT JRA RENSED EASEMENT PER UPDATED TITLE Twit X S MIDSTREAM
G A S S E R V I C o DATE BT DESCRIPTION CHK PAPPAJOIN TO SHADY OAKS
a
PROJECT NO. CITY OF FORT WORTH
563356
TX-TARR-PASO-006.01 24' MOE TEMPORARY ACCESS EASEMENT -3-
TARRANT COUNTY, TEXAS
VN& SURVEYOR PREPARING THIS EXHIBIT: DRAWN BY:JA DATE:02-13-2011 J•ING. ,Np, REV
WIER A ASSOCIATES, INC. SCALEEN/AY. APPE 02 13 2011 ( �JF ('S i
EXHIBIT
FIELD NOTES - DESCRIPTION
24' WIDE TEMPORARY ACCESS EASEMENT -B-
(CONTINUED)
THENCE NORTHEASTERLY, AN ARC LENGTH OF 30.39 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 88.00 FEET, A DELTA ANGLE OF 19'47'06" AND A CHORD BEARING
N 6751'22"E, 30.24 FEET TO A POINT;
THENCE N 57'57'49"E, 179.71 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 406.89 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 2,988.00 FEET, A DELTA ANGLE OF 07'48'08" AND A CHORD BEARING
N 54'03'45"E, 406.57 FEET TO A POINT;
THENCE N 50'09'41"E, 288.26 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE NORTHEASTERLY, AN ARC LENGTH OF 2,009.59 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 2,348.00 FEET, A DELTA ANGLE OF 49'02'17" AND A CHORD BEARING
N 25'38'33"E, 1,948.81 FEET TO A POINT;
THENCE N 01'07'25"E, 188.49 FEET TO A POINT;
THENCE N 03'21'30"W, 206.68 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 218.42 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 768.00 FEET, A DELTA ANGLE OF 16'17'41" AND A CHORD BEARING
N I1'30'20"W, 217,68 FEET TO A POINT;
THENCE N 19'39'1 IV. 146.15 FEET TO THE BEGINNING OF A CURVE TO THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 33.75 FEET, ALONG SAID CURVE TO THE LEFT,
HAVING A RADIUS OF 109.54 FEET, A DELTA ANGLE OF 17'39'19" AND A CHORD BEARING
N 28'28'50"W, 33.62 FEET TO A POINT IN THE CENTERLINE OF SAID BROOKSIDE DRIVE, BEING THE
BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;
THENCE NORTHWESTERLY, AN ARC LENGTH OF 46.44 FEET, ALONG SAID NON-TANGENT CURVE TO
THE LEFT AND THE CENTERLINE OF SAID BROOKSIDE DRIVE, HAVING A RADIUS OF 1,032.20, A
DELTA ANGLE OF 02'34'41' AND A CHORD BEARING N 16707'16"W. 46.44 FEET TO THE PLACE OF
BEGINNING AND CONTAINING 2.159 ACRES (94,061 SQUARE FEET) OF LAND, MORE OR LESS.
OF T
'`P�O�STfaE-v
w
v GREGG A.
tq 57 ,
PO
0
6
O
THS SURVEY WAS MADE ON THE GROUND UNDER THE DIRECT SUPERVISION OF GREGG A.E. MADSEN. R.P.L.S. N0.
a 5798 DURING THE MONTHS OF NOVEMBER 2009 THROUGH JANUARY 2010. ALL BEARINGS RECITED HEREIN ARE
dr CORRELATED TO THE TEXAS STATE PLAN COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983.
REFER TO THE ACCOMPANYING EXH BIT ATTACHED HERETO AND MADE A PART HEREOF.
f
1 2113111 J PER UPDATED TITLE TWR t e X S MIDSTREAM
R V I C E S
REV GATE ESCRIPTION C-u. PAPPAJOHN TO SHADY OAKS
PROJECT NO. CITY OF FORT WORTH
TX-TARR-PASO-006.0: 24' WIDE TEMPORARY ACCESS EASEMENT 'B"
563356 TARRANT COUNTY, TEXAS
DRAWN BY:.;A CATE:02-i3-2011 DWG. NO. REV
' SURVErCR PREPARING THIS ExwglS: CHECKED BY; CATE:02-13-2011
WIE'R Ik ASSOCIATES INC.
SCALE:WA APP.: - �..� 0
EXHIBIT "B"
Perimeter Fencing Aerial/Utility Matting
I X-I ARR-PASO-0(16.(11
ACCCSS Permit and 1-orkspace License Agreement ti
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EXHIBIT "C"
Tree Protection/Damage to Trees/Earthwork
I X-I ARR-P.ASO -00(.01
Acccss Permit and \orkspace License Agrccmcnt for Rockxvood(ioll('oursc and Park
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Exhibit "C"
Damage to Trees During Construction, Maintenance or Repair.
In the event of any damage to trees during the construction, maintenance or repair of the Pipeline
Company shall comply with the following:
1 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.
1.1. Slight Damage:
Slight damage shall be defined as damage, in the opinion of the City Forester, that may
heal, examples include but are not limited to scaring of the trunk into the cambial layer
'/z" to 2" in width but less than 1/3 trunk circumference or breaking of limbs less than
2" in diameter or limbs less than 1/3 trunk caliper whichever is less. Slight damage to
tree(s) shall be assessed at a rate of: $100.00 for each instance of slight damage to
tree(s).
1.2. Moderate Damage:
Moderate damage shall be defined as damage, in the opinion of the City Forester, that
contributes to the poor health and reduced longevity of the tree, examples include but
are not limited to scaring of the trunk into the cambial layer greater than 2" but less
than 1/3 the trunk circumference or breaking of limbs more than 2" in diameter but less
than 1/3 trunk caliper. Moderate damages shall be calculated at a rate of%the assessed
value of the tree per each instance of damage.
1.3. Severe Damage:
Severe damage shall be defined as damage, in the opinion of the City Forester, that
shall include but is not limited to scaring of the trunk to the cambial layer greater than
1/3 the trunk circumference, uprooting or causing a tree to lean, damage to a
scaffolding branch or branch greater than 1/3 of trunk caliper or removal of a tree.
Branches shall be measured at the point of attachment or at the lateral to which the
branch would be pruned back to according to ANSI standards. Trees caliper shall be
measured according to accepted industry standards. Trees greater than 6" in caliper
shall be measured using diameter at breast height(DBH). Severe damage or removal of
trees is subject to a penalty of$200.00 per diameter inch of trees removed or damaged
for trees less than 30" in caliper, $400.00 per diameter inch of trees 30" caliper or
greater.
2 Company shall make payment for any such damages and must plant
replacement trees for severely damaged trees at a location to be determined by PACSD.
Replacement shall be made on caliper inch per caliper inch basis with a minimum size
of replacement tree of 2" in caliper for trees damaged or removed less than 30" DBH
and 2" per inch on trees 30" DBH or greater. Company shall be responsible for the
planting watering, mulching and maintenance of replacement trees for a period of not
less than 2 years. Replacement trees will be planted during the optimal planting season
as determined by the City Forester. Any tree that does not survive the 2-year
establishment period shall be compensated for by the contractor to PACSD at a rate of
$200 per caliper inch.
3. In addition to damages assessed by PACSD, trees removed shall also be subject to
the Urban Forestry Ordinance of the Fort Worth /,oning Ordinance.
SECTION 02300 -EARTHWORK
PART1 -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.
r
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 M
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 d
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 d
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 d
Preparation." Topsoil may be greater or less than the upper six inches (6") in depth.
M
a
d
EARTH WORK d
02300 .
- 1 - if
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 from off-site
sources as necessary to construct the embankment and various other 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
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.
1
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
B. 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 1
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.
d
EARTHWORK
02300
-2— a
i
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 ,
A. The removal and storage of topsoil shall occur after site preparation is complete and
before excavation 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.
e
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, i
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 normal 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. ,
EARTHWORK
02300 .
- 3 -
i
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.
i
B. Surplus Material:
1. Surplus excavation is that quantity of material that may be left over after 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.
f
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.
C. Preparation: Prior to placing any embankment, all preparatory operations will have
been completed on the excavation sources and areas over which the embankment 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 be
restored to approximately its original slope by blading or other methods, and, where j
EARTHWORK
02300
_4_ i
w
f
indicated on the plans or required by the Owner,the ground surface, thus prepared, shall
be compacted by sprinkling and rolling.
D. Scarification: The surface of all areas and slopes over which fill is to be placed, other ,
than rock, shall be scarified to a depth of approximately six inches to provide a bond
between the existing surface and the proposed embankment. Scarification shall be
accomplished by plowing, discing,or other approved means. Prior to fill placement,the
loosened material shall be adjusted to the proper moisture content and recompacted to
the density specified herein for fill.
E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain
cases where fill is to be placed against hillsides or existing embankment with slopes
greater than 4:1,the Owner may direct the Developer/Contractor to key the fill material
to the existing slopes by benching. A minimum of two feet normal to the slope shall be
removed and recompacted to insure that the new work is constructed on a firm
foundation free of loose or disturbed material.
F. Depositing: Fill material shall be placed in horizontal layers or lifts,evenly spread,not
to exceed eight inches(8") in loose depth before conditioning and compaction. Unless
otherwise permitted,each layer of fill material shall cover the length and width of the ,
area to be filled and shall be conditioned and compacted before the next higher layer of
fill is placed. Adequate drainage shall be maintained at all times.
G. Watering: At the time of compaction,the moisture content of fill material shall be such
that the specified compaction-will be obtained, and the fill will be firm,hard, and
unyielding. Fill material which contains excessive moisture shall-not be compacted
until it is dry enough to obtain the specified compaction.
H. Compacting: Each layer of earth fill shall be compacted by approved tamping or .
sheepsfoot rollers,pneumatic tire rollers, or ocher mechanical means acceptable to the .
Owner. Hand-directed compaction equipment shall be used in areas inaccessible to
vehicular compactors.
I. Grading: Embankments shall be constructed in proper sequence and at proper .
densities for their respective functions. All embankment serves in one capacity
or another as subgrade (e.g., under topsoil, under concrete and asphalt pavement,
under structures, etc.). Accordingly, the upper layer of embankment shall be
graded to within plus or minus 0.10 foot of proper subgrade elevation prior to
depositing topsoil, and prior to the construction of pavements,slabs, etc. t
3.05 DENSITY CONTROL
A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a
minimum of ninety percent (90%)of Standard Density ASTM D698 with plus four i
percent(4%) or minus two percentage (2%)points of optimum moisture content. .
B. Earth Embankment Under Structures and Pavement: The top six inches (6") of natural
earth comprising the subgrade for structural slabs or for areas of pavement shall be .
ninety five percent(959/10) to ninety eight percent(98%) of Standard Density ASTM .
EARTHWORK
02100 .
D698 with the moisture content at minus two percent(2%)to plus four percent (4%)
of optimum.
3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all
embankments that are to function as subgrade for structures,areas of pavement, or for select
embankment. After completion of the embankment,the Developer/Contractor shall prevent
excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in
excess of two percent(2%) below optimum in the top twelve inches (12") of the fill will
require that the top twelve inches (12")of the embankment be scarified, wetted, and
recompacted prior to placement of the structure, select fill or pavement. If desired, the
Developer/Contractor may place an asphalt membrane of emulsified or cutback asphalt over the
completed embankment and thus eliminate the sprinkling requirement.
3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or
damage to the subgrade. If any of the subgrade is rutted, damaged or displaced it shall be
restored prior to placing topsoil. Topsoil shall be replaced as specified herein per Item 3.02.
{
END OF SECTION
t
t
EAR FIIW(JRK
02300
—6-
s
EXHIBIT "D"
SEEDING SPECIFICATIONS
rx-I ARR-PASO-006.0 f
Access Permit and workspace License Agreement for Rock\wod Gulf('nurse and Park
(
SECTION 02830- SEEDING
1
PART 1 - GENERAL 1
1.01 DESCRIPTION
A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans.
B. Related Work Specified Elsewhere: Section 02300,Earthwork.
1.02 REFERENCE STANDARDS
A. Standardized'Plant Names
1. For exotic plant materials: American Joint Committee of Horticultural
Nomenclature,Second Edition, 1942. i
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.
B. 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.
B. Schedule after all other construction is complete.
SECTION 02930-SEEDING
- 1 -
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
achieved and the project accepted by the City.
PART 2—PRODUCTS
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 P!Lfi� Germination
25 Bermuda(unhulled) Cynodon dactylon 85% 90%
75 Bermuda(hulled) Cynodon dactylon 95% 90%
Substitute the following if planted between September 10 and April 15:
220 Rye Grass Lolium multiorum 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-SEEDING
-2-
16 Green Sprangletop Leptochloa dubia
40 Sidecats Grama* Bouteloua curtipendula
64 Little Bluestem* Schizachyrium scoparlum
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. i
canadensis
*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 Common Name Botanical Name
10 Foxglove* Penstemon cobaea
20 Lanceleaf Coreopsis Coreopsis lanceolata
50 Bluebonnet Lupinus texensis
10 Pink Evening Primrose Oenothera speciosa
10 Purple Coneflower* Echinacea purpurea
20 Indian Blanket Gaillardia pulcheila
10 Mexican Hat Ratibida columnaris
3 Maximillian Sunflower* Helianthus maximiliana
10 Winecup Callirhoe involucrata
10 Lemon Mint* Monarda citriodora
*These wildflowers are not to be planted within ten feet of a road or parking lot or
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
1. 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 moisture retaining mat.
ON
SECTION 02930-SEEDING
-3-
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.
C. Where applying fertilizer on established seeding areas—one hundred fifty
(150)pounds of Nitrogen per acre.
D. Water: Shall be furnished by the Developer/Contractor by means of temporary metering i
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 farms 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-SEEWNG
4_
1
1
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.
B. Tilling ,
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. i
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): i
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 i
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. "Flat"and"sloping"surfaces will be shown on the plans if not visually obvious.
C. Apply within thirty(30) minutes after placement in equipment. Keep mulch moist,by
daily water application, if necessary:
1. For approximately twenty-one (2 1) days, or
2. Until seeds have germinated and have rooted in soil, (see 3:04. B.2) and project
has been accepted by the City.
3.04 MAINTENANCE AND MANAGEMENT
A. Includes protection, replanting,maintaining grades and immediate repair of erosion
damage until the project receives final acceptance.
B. Replanting
1. Replant areas where a stand of grass or wildflowers are not present in a reasonable
length of time, as determined by the City.
2. A"stand"shall be defined as:
a. Bermuda/Rye grasses: Full coverage per square foot established within
two to t zee (2-3)weeks of seeding date on a smooth bed free of foreign
material and rocks or clods larger than one inch diameter.
b. Native grass and wildflowers: eighty percent(80%) coverage of growing
plants within seeded area within twenty-one days of seeding date on a
smooth bed free of foreign material and rocks or clods larger than one inch
diameter.
END OF SECTION
SECT[ON 02930-SEEDING
-6-
EXHIBIT "E"
ROAD DETAILS
I X-I ARR-P 1SO -006-0I
Acccs,Permit and Workspacc License Agreement for Rockwood Gulf Course and Park
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 6/14/2011
DATE: Tuesday, June 14, 2011 REFERENCE NO.: L-15212
LOG NAME: 80ROCKWOOD GOLF COURSE WEST GAS PIPELINE
SUBJECT:
Conduct a Public Hearing and Authorize the Use of a Portion of the Subsurface of Rockwood Golf Course
for the Purpose of Installing a Sixteen-Inch Natural Gas Pipeline and Authorize the Execution of a License
Agreement in the Amount of$78,293.25 and Execution of a Ninety-Day Temporary Construction Access
Agreement for Rockwood Golf Course and Rockwood Park in the Amount of$95,883.12, with Texas
Midstream Gas Services LLC (COUNCIL DISTRICTS 2 and 7)
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 for the use of Rockwood Golf Course for the location
of the proposed natural gas pipeline;
3. Find that the proposed natural gas pipeline includes all reasonable planning to minimize harm to the
parkland and including that the pipeline will be constructed in Rockwood Golf Course as specified on the
attached exhibits and as noted in the discussion below;
4. Close the public hearing and authorize the City Manager to approve the use of approximately 0.761
acres of dedicated parkland of Rockwood Golf Course for the installation of a 16-inch natural gas pipeline
and use of approximately 45 acres of Rockwood Golf Course and Rockwood Park for a temporary access
road;
5. Authorize the execution of a License Agreement with Texas Midstream Gas Services LLC, for
Rockwood Golf Course in the amount of$78,293.25; and
6. Authorize the execution of a 90-day Temporary Construction Access Agreement with Texas Midstream
Gas Services for Rockwood Golf Course and Rockwood Park in the amount of$95,883.12.
. Rockwood Golf Course and Rockwood Park are located at 701 North University Drive in Mapsco
62S, N and 61 M, Q, R, and U, located southwest of Jacksboro Hwy SR199, east of Isbell Road,
south of Ohio Garden Road, east of the terminus of Ovid Drive, Inez Drive, and Ester Drive, north of
the Trinity River, in Council District 2 and 7.
DISCUSSION:
The purpose of this M&C is to authorize the execution of a license agreement in the amount of$78,293.22
for the use of a portion of the subsurface of Rockwood Golf Course for the purpose of installing an 16-inch
natural gas pipeline and a temporary access agreement with Texas Midstream Gas Services LLC,
Logname: 80ROCKWOOD GOLF COURSE WEST GAS PIPELINE Page 1 of 3
(TMGS) in the amount of$95,883.12 for the use of a temporary construction access road through
Rockwood Golf Course and Rockwood Park.
In addition to the pipeline license agreement TMGS is seeking the City's authorization to construct a
twenty-four foot wide temporary access road through Rockwood Golf Course and Rockwood Park. The
approximately 3,995.13 linear foot temporary road is needed for construction access. The standard
mitigation fee of$1.00 per square foot of temporary workspace will be assessed and apportioned as
follows:
Rockwood Golf Course $32,664.00 (1,361 linear feet)
Rockwood Park $63,219.12 (2,634.13 linear feet)
Total Mitigation Fee $95,883.12
TMGS will restore the area utilized for temporary construction access to pre-existing conditions.
TMGS has been made aware of the license fee and the temporary workspace access fee and is
agreeable to the recommended assessments. The funds generated from these fees will be distributed in
accordance with the City's Financial Management Policy Statements.
On May 25, 2011, the Parks and Community Services Advisory Board (PACSAB) endored staffs
recommendation that the City Council authorize the conversion of approximately 0.761 acres of parkland
in Rockwood Golf Course as proposed. In accordance with State law, the public notice was advertised in
the Fort Worth Star-Telegram on May 17, 2011, May 24, 2011 and May 31, 2011. An exhibit map was
available for public review for 30 days at the PACSD administrative offices located at 4200 South
Freeway, Suite 2200.
A letter announcing the proposed use was sent to the president of the Brookside Neighborhood
Association and Crestline Neighborhood Association on May 20, 2011. 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 comment received during the public hearing Report of City
Staff.
The Parks and Community Services Department (PACSD) has been approached by TMGS to install a
natural gas pipeline in Rockwood Golf Course. The natural gas line will be servicing the Papajohn to
Mercado pad sites. The proposed alignment would allow for a 16-inch natural gas pipeline beneath the
golf course. A 20-foot wide pipeline license agreement area is being requested and the requested area
equates to approximately 33,135 square feet (0.761 acres).
The location of the pipeline was chosen in consideration of the Rockwood Golf Course Master Plan.
TMGS has agreed to maintain a minimum depth of 10 feet for open trenched areas and a minimum bore
depth of 10 feet. There will be no impact to trees on park property.
Staff is recommending as a condition of granting this alignment that TMGS be assessed the
recommended standard fee of$47.25 per linear foot of pipeline. This is consistent with fees assessed
under the City's current Right-of-Way Use Agreements for the installation of non-utility equipment,
appliances or appurtenances in public right-of-way. In this instance, a fee of approximately $78,293.25 will
be assessed for approximately 1,657 linear feet of pipeline.
Rockwood Golf Course and Rockwood Park are located in COUNCIL DISTRICTS 2 & 7.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that the Parks and Community Services
Logname: 80ROCKWOOD GOLF COURSE WEST GAS PIPELINE Pate 2 of 3
Department is responsible for the collection and deposit of funds due to the City.
FUND CENTERS:
TO Fund/Account/Centers FROM Fund/Account/Centers
C282 466266 801929967700 $63,219.12
P243 446300 801929990100 $78,293.25
P243 466266 801929990100 $32,664.00
CERTIFICATIONS:
Submitted for City Manager's Office by- Susan Alanis (8180)
Originating Department Head: Richard Zavala (5704)
Additional Information Contact: David Creek (5744)
ATTACHMENTS
1. 80 Rockwood Golfcourse.PDF (CFW Internal)
2. MAYOR AND COUNCIL COMMUNICATION aerial 1.doc (Public)
Logname: 80ROCKWOOD GOLF COURSE WEST GAS PIPELINE Page 3 of 3