HomeMy WebLinkAboutContract 41761 (2)CITY SECRETARY
CONTRACT NO. llto La
NATURAL GAS PIPELINE LICENSE AGREEMENT
HARMON PARK
This NATURAL GAS PIPELINE LICENSE AGREEMENT ("Agreement") is
hereby made and entered into by and between the CITY OF FORT WORTH ("City"), a home
rule municipal corporation organized under the laws of the State of Texas and acting by and
through Susan Alanis, its duly authorized Assistant City Manager, and TEXAS MIDSTREAM
GAS SERVICES L.L.C. ("Company"), an Oklahoma limited liability company, acting by and
through Greg Floerke, Area Manager.
The following statements are true and correct and constitute the basis upon which the
City of Fort Worth has executed Agreement.
A. Company wishes to construct a Pipeline for an approximate total distance of
2,216.31 feet within a right of way corridor for the transportation of Gas through a public park
known as Harmon Park. Because Company is not a public utility, as that term is used in the City
Charter and City Code, and because Company will not be providing services to end user
customers in the City, Company is not required to obtain a franchise from the City, but is
required to obtain the City's consent pursuant to a license agreement that sets forth the terms and
conditions under which Company may use the public park.
B. The City has reviewed Company's request and agrees to grant Company a license
to use a portion of the surface and subsurface of Harmon Park as set out in Exhibit "A" in order
to construct, operate and maintain a pipeline, on the terms and conditions set forth herein, solely
for the transportation of Gas and solely in accordance with the terms and conditions of this
Agreement.
Agreement
1. DEFINITIONS.
Capitalized terms used in this Agreement and not otherwise defined within this
Agreement shall have the following meanings:
Affiliate shall mean any individual, partnership, association, joint stock company, limited
liability company, trust, corporation, or other person or entity who owns or
controls, or is owned or controlled by, or is under common ownership or control
with, the entity in question.
Agreement shall mean the authorization issued to Company hereunder to use a portion of
a public park known as Harmon Park in the location as set out in Exhibit "A" for
(i) the construction, installation, maintenance and repair of Company's Pipeline;
(ii) the use of such Pipeline for the transportation of Gas; and (iii) any other
directly related uses of the Park, pursuant to and in accordance with this
Agreement.
Natural Gas Pipeline License Agreement Harmon Park
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.0�� "' ECORD
TX-TARR-MEAP- 04....0 42:0 .11
042.04.01; 042 05.01; 04 = !1trat, Q trRETARY
042.07.01.01; 042.07.o> [Ft WORTH, TX
Company shall mean Texas Midstream Gas Services, L L C., an Oklahoma limited
liability company, only and shall not include any Affiliate or third party
City shall mean the area within the corporate limits of the City of Fort Worth, Texas and
the governing body of the City of Fort Worth, Texas.
Commission shall mean the Railroad Commission of Texas or other authority succeeding
to the regulatory powers of the Commission.
Customer shall mean any Person located, in whole or in part, within the City.
Director shall mean the Director of the City of Fort Worth's Parks and Community
Services Department ("PACSD") or authorized representative.
Gas shall mean gaseous fuels such as natural gas, artificial gas, synthetic gas, liquefied
natural gas, manufactured gas, or any mixture thereof.
Park shall mean only that portion of the dedicated Harmon public park as identified in
Fi,xhibit "A" of this Agreement, attached hereto and hereby made a part of this
Agreement for all purposes.
Person shall mean, without limitation, an individual a corporation, a limited liability
company a general or limited partnership, a sole proprietorship, a joint venture, a
business trust or any other form or business entity or association.
Pipeline shall mean that certain twenty inch (20") nominal diameter pipeline for an
approximate total distance of 2,216.31 feet and other facilities approved by the
Director that are installed by Company in the Park in accordance with this
Agreement and pursuant to the rules and regulations of the Railroad Commission
of Texas.
2. GRANT OF RIGHTS.
2.1. General Use of Park for Provision of Gas.
Subject to the terms and conditions set forth in this Agreement and the City
Charter and ordinances, the City hereby grants Company a license to (i) erect, construct,
install and maintain the Pipeline over, under, along and across the Park and (ii) transport
Gas through the portions of its Pipeline in, under, and across the Park as depicted in
Exhibit "A' . Company hereby acknowledges and agrees that this Agreement allows only
the transportation of Gas through the Park and does not allow Company to distribute, sell
or otherwise provide Gas to any Customer
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2.2. Nonexclusive.
This Agreement and all rights granted to Company herein are strictly
nonexclusive. The City reserves the right to enter into and grant other and future licenses
and other authorizations for use of the Park to other Persons and entities in accordance
with applicable law and as the City deems appropriate; provided, however, that as to the
grant of subsequent licenses for use of the Park that is solely within the discretion of the
City, if a dispute arises as to priority of the use of the Park, the City will resolve such
dispute in a manner that does not result in unreasonable interference with Company's
operation of the Pipeline for the purposes provided for herein. This Agreement does not
establish any priority for the use of the Park by Company or by any present or future
licensees or other permit holders In the event of any dispute as to the piiority of use of
the Park, the first piiority shall be to the public generally, the second priority to the City
in the performance of its various functions, and thereafter, as between licensees and other
permit holders, as determined by the City in the exercise of its powers, including the
police power and other powers reserved to and conferred on it by the State of Texas.
2.3. Other Permits.
This Agreement does not relieve Company of any obligation to obtain permits,
licenses and othei approvals from the City or other regulatory agency necessary for the
construction, installation, maintenance or repair of Company's Pipeline or the
transportation of Gas through such Pipeline.
2.4. Bonds.
Prior to the commencement of any construction work in the Park, that requires a
cut opening or other excavation, Company shall deliver to the City bonds executed by a
corporate surety authorized to do business in the State of Texas and acceptable to the City
in the proportional amount of the cost of work under the construction contract or
construction project that will be performed in the Park. The bonds shall guarantee (i)
satisfactory compliance by Company with all requirements, terms and conditions of this
Agreement and (ii) full payments to all persons, firms, corporations or othei entities with
whom Company has a direct relationship for the performance of such construction,
maintenance or repairs.
If any such construction, maintenance and repair work is undertaken by a
contractor of Company, Company shall also require such contractor to deliver to
Company bonds executed by a corporate surety authorized to do business in the State of
Texas and acceptable to the City in the proportional amount of the cost of work under the
construction contract or construction project that will be performed by the contractor in
the Park. The bonds shall guarantee (i) the faithful performance and completion of all
construction, maintenance or repair work in accordance with the contract between
Company and the contractor and (ii) full payment for all wages for labor and services and
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of all bills for materials supplies and equipment used in the performance of that contract.
Such bonds shall name both the City and Company as dual obligees.
3. TERM
This Agreement shall become effective on the date as of which both parties have
executed it ("Effective Date') and shall expire at 11 59 P.M. CST twenty (20) years from the
last date of notarial acknowledgement on this Agreement unless terminated earlier as provided
herein.
4. FEES AND PAYMENTS TO CITY.
4.1. License Use Fee.
On or prior to the Effective Date, Company shall pay the City as compensation
for its use of the Park for the Term of this Agreement the sum of $_104,720.65 ("License
Fee"). Company hereby acknowledges and agrees that the amount of this License Fee is
non-refundable and constitutes just and reasonable compensation to the City for
Company's use of the Park.
4.1.1 Company will provide to City a concrete parking lot, 276' by 180'. The
construction of the parking lot is additional License Fee consideration. See
6.4.13. for construction terms and requnements
4.2. Other Payments.
In addition to the License Fee, Company shall pay the City all sums which may be due
for property taxes, license fees, permit fees, or other taxes, charges or fees that the City
may from time to time impose on all other similarly situated entities within the City.
Company shall reimburse the City for publication of this Agreement as required by the
City's Charter.
4.3. Interest.
All sums not paid when due shall bear interest at the rate of ten percent (10%) per
annum or the maximum amount allowed by law, whichever is less, computed monthly If
such outstanding sums are paid with interest within thirty (30) days following their
respective due dates, Company's failure to pay such sums by their respective due dates
shall not, in and of itself, constitute an Event of Default under Section 9 of this
Agreement.
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5. REGULATORY AUTHORITY OF THE CITY.
Company's property and operations hereunder shall be subject to such regulation by the
City as may be reasonably necessary for the protection or benefit of the general public.
Company is obligated to construct, operate and maintain the Pipeline pursuant to the rules and
regulations as adopted and modified by the Texas Railroad Commission and in this connection
Company shall be subject to, governed by and shall comply with all applicable federal, state„
and local laws, including all ordinances, rules and regulations of the City, as same may be
adopted and amended from time to time.
6. USE OF THE PARK.
6.1 Construction Schedule
6.1.1. Pre -Construction Notice and Meeting Requirements Company shall
notify the PACSD not less than five (5) days in advance of the proposed construction
start date and shall meet with appropiiate City staff for the purposes of a Pipeline pre -
construction meeting not less than three (3) days prior to initiating construction The pre -
construction meeting shall include, but not be limited to, information regarding the
restoration of areas disturbed.
6.1.2. Completion of Construction. Construction of Section A of the Pipeline
shall be completed on or before June 10, 2011 and Section B of the Pipeline route shall
be completed on or before August 19, 2011. Pipeline construction timelines shall include
the restoration of the Park. Company shall provide ground cover approved by PACSD of
all disturbed areas, which may include a combination of straw, seeding, sod or other
materials._ The completion deadline will be extended; day for day, for each day
Company's construction is delayed under Sections 6.1.3. Provided that all the
infrastructure of the pipeline has been installed and that sod or grass has been placed
prior to June 10, 2011, Company may ask for an extension for a maximum of fourteen
calendar days for Section A of this agreement for grass establishment . . All
compaction reports and inspections for soils shall be certified and approved pursuant to
Section 6 4 5 and Section 6 4.6. All equipment will be removed from the Park with the
exception of irrigation for watering the area and any temporary fencing for protection of
the restoration areas. Failure to complete construction in accordance with the
schedule described above shall be deemed an Event of Default and be subject to the
terms stated above and in section 10.1 of this Agreement.
6.1.3. City Construction in Park. After the notice of commencement of
construction as indicated in 6 1 1, the City shall notify Company not less than five (5)
business days after its receipt of Company's notification of City plans to construct on the
surface of Park that may conflict with Company's construction schedule In order to
avoid any conflict with proposed construction by the City, its agents, licensee or invitees,
Company agrees to delay its construction for a period not to exceed ten (10) business
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days, and City agrees to coordinate the inclusion of Company's construction
requirements in overlapping areas of need.
6.2. Compliance with Laws, Ordinances, Rules and Regulations.
The City has the right to control and regulate the use of the Park, public places
and other City -owned property and the spaces above and beneath them. Company shall
comply with all applicable laws, ordinances, rules and regulations, including, but not
limited to City ordinances, rules and policies related to construction permits, construction
bonds, permissible hours of construction, operations during peak traffic hours,
barricading requirements and any other construction rules or regulations that may be
promulgated from time to time.
6.3. No Undue Burden.
The Pipeline shall not be erected, installed, constructed, repaired, replaced or
maintained in any manner that places an undue burden on the present or future use of the
Park by the City and the public. If the City reasonably determines that the Pipeline does
place an undue burden on any portion of the Parlc, Company, at Company's sole cost and
expense and within a reasonable time period specified by the City, shall modify the
Pipeline or take other actions determined by the City to be in the public interest to
remove or alleviate the bui den.
6.4. Minimal Interference.
Company will make all reasonable planning to minimize harm to the Park and
shall comply with conditions as set forth below:
6.4.1. Construction and Necessary Repairs. The Pipeline will be constructed by
open trench method or horizontal directional drilling method in the areas of the Park
indicated on Exhibit ` B' . Company utility line locating will be conducted prior to the
Pipeline installation. No other surface excavation shall be permitted on the Park except
where specified for open trenching. No disturbance of trees shall be allowed along the
areas identified to be protected. During the preconstruction meeting the Company shall
do a test dig to locate the Park main electrical and water lines. Any damage to the Park
electrical lines or water lines the Company shall immediately contact the PACSD to
inspect damages and the Company shall hire, as may be necessary, a Master Electrician
or a commercially qualified irrigation installed to do the work. Company shall provide to
PACSD a copy of the Electrician Certification papers prior to start of work. The
Company's contractor must be licensed and bonded and provide a warranty to all work
performed on behalf of the Park The City retains the right, but not the obligation, to
inspect and test all electrical and irrigation work done pursuant to this Section 6.4.1.
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6.4.2. Tree Protection. Tree protection fencing where required shall be orange
vinyl temporary fencing and shall be set at the drip line of the trees identified for
protection Once the tree protection fencing is installed an inspection shall be scheduled
with the PACSD to approve the location and installation. If any damages are found to
have occurred during the installation of the fencing the PACSD may assess damages in
accordance with Section 6 7 Trees to be removed during construction shall be identified
at pre -construction meeting.
6.4.3 Open Trenches. All open trenches and work areas are to be fenced with
orange vinyl fencing The fencing shall be installed along the perimeter boundaries of
temporary construction workspace. The orange vinyl fencing shall remain in place until
such time the site is restored as provided in this Agreement and when such restoration
made by the Company has been inspected and accepted by the Director. All boring
occurring as indicated in Exhibit "B' shall be at a minimum of eight (8) feet. For all
open trenches, for the Park, the pipe shall be buried a minimum of five (5) feet from the
top of the Pipeline. The City shall have the right, but not the obligation to have an
inspector, present to verify the buried depth of the Pipeline. The Company shall provide
to the City a sealed set of as -build drawings certifying the depth of pipe.
6.4.4. Work Areas. Company shall specify work areas prior to construction and
survey and stake said areas, notating the centerline and boundaries of the work areas as
agreed upon at the pre -construction meeting held in accordance with section 6.1.1.
Travel outside of the designated areas shall not be permitted. Any equipment to be stored
in the work area must be approN ed by the Director or the Director's designee.
6.4.5. Tiench Compaction. Trenches shall be compacted to 90% Standard
Proctor Density (S.S.T.M. D698). All construction techniques for excavation, with the
exception for the allowance of double ditching, shall be done in accordance to the
attached exhibit (B) (Section 2300 Earthwork) Copies of all density testing shall be
provided to a PACSD agent. During initial construction, the trenching shall be
performed by double -ditching, with the top twelve inches (12") of soil being separated
from the balance of the dirt removed in making the ditch or trench for installation of the
Pipeline. In backfilling, after installation of the Pipeline, the company shall replace the
soil from excavation back in the trench with the last 12 inches of top soil being replaced
last, provided however if municipal solid waste ( `MSW') is encountered the last 12
inches shall be replaced with new soil The new topsoil shall be installed to the top of the
ditch or existing grade. For areas that are disturbed by equipment within the temporary
workspace where the surface is damaged due to equipment Company shall remove the
first 4-6 inches of soil and replaced as described above, provided however if MSW is
encountered Company shall replace the first 4-6 inches with new soil. This shall be for
the area adjacent to fields or on fields. Company shall notify City as soon as practicable
of any MSW encountered by Company The City shall have the right, but not the
obligation to perform such inspection.
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6.4.6. Soil Certification and Haul Off. In the event municipal solid waste
("MSW") is encountered during construction, Company will remove all such MSW in
accordance with all federal, state and local laws, rules and regulations. Should new soil
need to be installed, the Company will provide the PACSD a certificate from a supplier
stating the soil type and certifying the soil is flee from all contaminants prior to
installation. Company will call the PACSD to inspect that the Park was restored as
outlined in this section. The City shall have the right, but not the obligation to perform
an inspection of all backfilling and restoration work. Municipal solid waste (MSW)
includes but is not limited to excessive moisture, decayed or undecayed vegetation,
hardpan clay, heavy clay, clay balls, rubbish, construction rubble, sand or gravel, rocks
greater than inch diameter, cementious matter or foreign matter of any kind.
Ingress and Egress. Any access gates used by Company shall either
remain locked at all times or, when opened for use by Company, be manned for security
purposes. The fence associated with the soccer fields shall be relocated and structurally
tied down every 24 feet. Should Company require any temporary access points within
the existing fence, as determined during the preconstruction meeting, Company will
install a permanent or temporary gate. Company temporary access and turn around needs
shall be fenced. Once the area has been fenced Company shall notify the PACSD to
inspect to fencing. Company shall not start construction until the PACSD inspects all
fenced areas they have been approved.
Company shall be required to provide protection of all surrounding trees prior to
and during construction of any access drive to be utilized by Company for the Pipeline
construction. Company is to maintain and restore the utilized access drives to as good as
or better than existed before Company's construction activity. The width of the travel
lane shall not exceed twenty (20) feet, as outlined on the attached Exhibit "B".
6.4.8. Equipment. The area defined as a temporary workspace for equipment,
storage of pipe and as a route of ingress and egress for vehicles shall be approved at the
pre -construction meeting as contemplated in Section 6.1.1 Equipment to be stored on
the Park must be cleared in advance with the Director.
6.4.9. Equipment Travel. All equipment shall remain within the license area of
the Park. Travel outside of such designated areas shall not be permitted. All access travel
ways and easements shall be fenced in with orange vinyl fencing Fencing shall be
established after the pre -construction meeting. Once the fencing is established the
PACSD shall have the right, but not the obhgation to inspect all fencing installed. Such
fencing shall remain in place at all times during the construction and restoration period.
During construction should any damage from Company activity occur to the Park outside
the License Area Company shall promptly notify the City for an inspection of damages.
The PACSD shall determine method for repair and Company shall promptly restore the
pioperty in as good o1 better condition prior to the construction.
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6.4.10. Tracer Wire The Company shall have the right to lay tracer (tracking)
wire on the Park to locate the Pipeline during construction.
6.4.11. Temporary Fencing. The fencing shall be installed along the perimeter
boundaries of all bore pit areas, travel ways, temporary workspace and any storage areas.
6.4.12. Vegetation Requirements. 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 of designee. Restoration of surface areas disturbed shall be
seeded and maintained in accordance to the attached specifications in Exhibit "C";
Company shall stockpile any and all excavated soil from the Pipeline construction and
shall place said soil in the areas to be reseeded. Importing of outside soil shall not be
allowed.
6.4.13. Parking Lot Construction and Waiver of Permit Fees. The City will waive
all permit fees associated with construction of the Pipeline with the exception of
inspection fees. The parking lot shall be constructed between August 1, 2011 and
September 1, 2011. The parking lot shall be constructed in accordance with plans
provided by Company as prepared by a licensed engineer.
6.5. Emergency Procedures.
6.5.1. For purposes of this Section, a public emergency shall be any condition
which, in the opinion of the officials specified herein, poses an immediate threat to life,
health or property and is caused by any natural or man-made disaster, including, but not
limited to, storms, floods, fires, accidents, explosion water main breaks and hazardous
materials spills. In the event of a public emergency, the City shall have the right to take
whatever action is deemed appropriate by the City Manager, Mayor, Police Chief or Fire
Chief, or their authorized representatives, including, but not limited to, action that may
result in damage to the Pipeline and Company hereby (i) releases the City, its officers,
agents, servants employees and subcontractors from liability or responsibility for any
Damages, as defined in this Agreement, that may occur to the Pipeline or that Company
may otherwise incur as a result of such a response, and (ii) agrees that Company, at
Company's sole cost and expense, shall be responsible for the repair, relocation or
reconstruction of all or any of its Pipeline that is affected by such action of the City.
In responding to a public emergency, the City agrees to comply with all local, state and
federal laws, including any requirements to notify the Texas One Call System to the
extent that they apply at the time and under the circumstances. In addition, if the City
takes any action that it believes will affect the Pipeline, the City will notify Company as
soon as practicable so that Company may advise and work with the City with respect to
such action.
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6.5.2. The Company shall maintain written emergency response plans pursuant
to 49 C.F.R. § 192.615.
6.5.3. In the event of an emergency directly that involves that portion of the
Pipeline located in the Park and necessitates immediate emergency response work on or
repairs, Company may initiate the emergency response work or repairs or take any action
required under the circumstances provided that Company notifies the City as promptly as
possible. After the emergency has passed, Company shall apply foi and obtain any
applicable federal, state and local permits, as may be adopted and amended from time to
time for the emergency work and otherwise fully comply with the requirements of this
Agreement.
6.6. Surface Repairs Due to Company Activity.
6.6.1 Upon completion of installation of the Pipeline, Company, at Company's
sole cost and expense, and in a manner approved by the City, shall promptly restore any
portion of the Park, Public Rights of Way or other City -owned pioperty that are in any
way disturbed or damaged by the construction, operation, maintenance or removal of any
of the Pipeline to, at Company's option, as good as or better a condition as such property
was in immediately prior to the disturbance of damage. Unless otherwise specified in
this Agreement or by the City, Company shall diligently commence such restoration
within thirty (30) calendar days following the date Company first became aware of the
disturbance or damage or, if the Pipeline is being removed, within thirty (30) calendar
days following such removal. All materials for restoration of the Park shall be inspected
and approved by the Director or designee prior to placement. Such soil and grass shall
have all supporting documentation certifying the quality meets or exceeds specifications
required pursuant to the specifications attached in Exhibit "C". All such planting
material shall be inspected by the Directoi or designee prior to installation. Company
will water each disturbed area as many times as necessary until a stand of grass
comparable to that which was originally in place before the disturbance. Surface areas to
be restored shall be determined by the Director or designee In the event of a spill,
Company shall immediately notify the City and coordinate with the Director or designee
the removal of any and all contaminated soil from the property in accordance with all
applicable state and federal laws.
6.6.2. In addition to any liability for damages as specified in Section 7 of this
Agreement, if construction of the Pipeline is not mechanically complete pursuant to the
tennis of this Agreement and such activity is the cause of City s lost revenue, Company
shall reimburse the City for lost revenues at a rate of $636.00 per day as liquidated
damages. City and Company agree the fee for liquidated damages is a fair and equitable
attempt to quantify the average daily revenue generated from the contemplated soccer
events to be held on the Park during Company's construction of the Pipeline
6.7. Damage to Trees During Construction, Maintenance or Repair.
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In the event of any damage to trees not identified on the attached exhibit (5) removed
during the construction, maintenance or repair of the Pipeline and parking lot Company
actions are subject to the following:
6.7.1 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.
6.7.1.1. 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 %" 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).
6.7.1.2. Moderate Damage
Moderate damage shall be defined as damage, in the opinion of the City Forester,
that contributes to the pool health and reduced longevity of the tiee, 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 1/2 the assessed value of the tree for trees over 20 inches in
caliper per each instance of damage.
6.7.1.3. 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. However, in no event
shall Company be obligated to pay more than the appraised value of the severely
damaged tree. .
6.7.2. Company shall make payment for any such damages and must plant
replacement trees for severely damaged trees at a location to be determined by the
PACSD. Replacement shall be made on caliper inch per caliper mch basis with a
minimum size of replacement tree of 2" in caliper. Company shall be responsible for the
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planting watering, mulching and maintenance of replacement trees for a period of not less
than 2 years Any tree that does not survive the 2-year establishment period shall be
compensated for by the contractor to the Parks Department at a rate of $200 per caliper
inch
6.7.3. Damages assessed by PACSD, for trees removed shall be in lieu of the
fine and payment obligations in the Urban Forestry Ordinance of the Fort Worth Zoning
Ordinance.
6.8. "As -Built" Plans and Maps.
Company at Company's sole cost and expense, shall provide the City with as -
built plans of all portions of the Pipeline located in the City and the City s extraterritorial
jurisdiction and maps showing such Pipeline within ninety (90) calendar days following
the completion of such Pipeline. Company shall supply the textual documentation of
such as -built plans and maps in computer format as requested in writing by the City and
shall otherwise fully cooperate with the City in ensuring that the Pipeline is accurately
reflected in the City's mapping system.
6.9. Specifications of the Pipeline.
The Company shall erect, install construct, repair, replace and maintain the
Pipeline and pursuant to the rules and regulations promulgated by the U.S. Department of
Transportation, Office of Pipeline Safety, as set out in the Code of Federal Regulations,
Section 192 and as adopted and modified by the Texas Railroad Commission. The
Pipeline shall not exceed a nominal diameter of twenty (20") inches and a right of way
width of no more than twenty (20') feet throughout the entire length of the Park.
6.10. Marking of Pipeline.
The Pipeline shall be marked pursuant to the rules and regulations promulgated by
the U.S. Department of Transportation, Office of Pipeline Safety as set out in the Code
of Federal Regulations, Section 192 and as adopted and modified by the Texas Railroad
Commission, which shall show conspicuously Company's name and a toll -free telephone
number of Company that a person may call for assistance.
6.11. Surface Excavation and Additional Fees.
The City shall have the right to coordinate all excavation work in the Park in a
manner that is consistent with and convenient for the implementation of the City's
program for public dedicated open space. In order to preserve the integrity of the Park,
Company shall not cut excavate or otherwise bleach or damage the surface of the Park
except as permitted under the terms of this Agreement.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 12 of 27 042.07.01.01 042.07.02
6.12. Relocation of Pipeline.
Within forty-five (45) calendar days following a written request by the City,
Company, at Company's sole cost and expense, shall protect, support, disconnect or
relocate to another portion of the Park all or any portion of its Pipeline due to street or
other public excavation, construction, repair, grading, re -grading or traffic conditions; the
installation of sewers, drains, water pipes or municipally -owned facilities of any kind; the
vacation, construction or relocation of streets or any other type of structure or
improvement of a public agency; any public work; or any other type of improvement
necessary, in the City s sole discretion, for the public health, safety or welfare. If
Company reasonably requires more than forty-five (45) days to comply with the City's
written request, it shall notify the PACSD in writing and the City will work in good faith
with Company to negotiate a workable time frame.
6.13. Removal of Pipeline.
Upon the revocation, termination or expiration without extension or renewal of
this Agreement, Company's right to use the Park under this Agreement shall cease and
Company shall immediately discontinue the transportation of Gas in or through the Park.
Within six (6) months following such revocation, termination or expiration and if the City
requests, Company, at Company's sole cost and expense, shall cap and leave the Pipeline
in place in accordance with applicable laws and regulations. If Company has not capped
the Pipeline within six (6) months following revocation, termination or expiration of this
Agreement, the City may deem any portion of the Pipeline remaining in the Park
abandoned and, at the City's sole option, (i) take possession of and title to such property
or (ii) take any and all legal action necessary to compel Company to remove such
Pipeline; provided, however, that Company may not abandon its facilities or discontinue
its services within the City without the approval of the Commission or successor agency
or any other regulatory authority with such jurisdiction.
Within six (6) months following revocation, termination or expiration of this
Agreement and in accordance with Section 10 of this Agreement, Company shall also
restore any property, public or private, that is disturbed or damaged by removal (or, if
consented to by the City, capping and leaving in place) of the Pipeline. If Company has
not restored all such property within this time, the City, at the City's sole option, may
perform or have performed any necessary restoration work, m which case Company shall
immediately reimburse the City for any and all costs incurred in performing or having
performed such restoration work.
7. LIABILITY AND INDEMNIFICATION.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 13 of 27 042.07.01.01 042.07.02
7.1. Liability of Company.
Company shall be liable and responsible for any and all damages losses,
liabilities (Joint or several), payments, obligations, penalties, claims, litigation, demands,
defenses, judgments, lawsuits, proceedings, costs, disbursements or expenses (including,
without limitation, fees, disbursements and reasonable expenses of attorneys, accountants
and other professional advisors and of expert witnesses and costs of investigation and
preparation) of any kind or nature whatsoever (collectively "Damages"), which may
arise out of or be in any way connected with (i) the construction, installation, operation,
maintenance or condition of the Pipeline or any related facilities or appurtenances; (ii) the
transportation of Gas through the Pipeline; (iii) any claim or lien arising out of work,
labor, materials or supplies provided or supplied to Company, its contractors or
subcontractors; or (iv) Company's failure to comply with any federal, state or local law,
ordinance, rule or regulation, except to the extent directly caused by the negligent or
grossly negligent act(s) or omission(s) or intentional misconduct of the City.
COMPANY HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR PROPERTY LOSS, PROPERTY DAMAGE AND/OR PERSONAL INJURY OF
ANY KIND, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF ANY KIND
OR CHARACTER, WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN
CONNECTION WITH ITS USE OF THE PARK UNDER THIS AGREEMENT OR
WITH THE USE, MAINTENANCE, OCCUPANCY, EXISTENCE OR LOCATION
OF THE PIPELINE, EXCEPT TO THE EXTENT CAUSED SOLELY BY THE
NEGLIGENCE OR INTENTIONAL MISCONDUCT OF THE CITY.
7.2 Indemnification.
COMPANY, AT COMPANY'S SOLE COST AND EXPENSE, SHALL
INDEMNIFY AND HOLD HARMLESS THE CITY, ITS OFFICERS, BOARDS,
COMMISSIONS, AGENTS, EMPLOYEES AND VOLUNTEERS
("INDEMNITEES'), FROM AND AGAINST ANY AND ALL DAMAGES,
INCLUDING LOST REVENUES, WHICH MAY ARISE OUT OF OR BE IN ANY
WAY CONNECTED WITH (I) THE CONSTRUCTION, INSTALLATION,
OPERATION, MAINTENANCE OR CONDITION OF THE PIPELINE OR ANY
RELATED FACILITIES OR APPURTENANCES; (II) THE TRANSPORTATION
OF GAS THROUGH THE PIPELINE; (HI) ANY CLAIM OR LIEN ARISING OUT
OF WORK, LABOR, MATERIALS OR SUPPLIES PROVIDED OR SUPPLIED TO
COMPANY, ITS CONTRACTORS OR SUBCONTRACTORS; OR (IV) COMPANYS
FAILURE TO COMPLY WITH ANY FEDERAL, STATE OR LOCAL LAW,
ORDINANCE, RULE OR REGULATION, EXCEPT TO THE EXTENT DIRECTLY
CAUSED BY THE NEGLIGENT ACT(S) OR OMISSION(S) OR INTENTIONAL
MISCONDUCT OF THE CITY.
7.3 Assumption of Risk and Environmental Remediation.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 14 of 27 042.07.01.01 042.07.02
COMPANY HEREBY REPRESENTS TO THE CITY THAT (i) COMPANY HAS
FULLY INSPECTED THE PARK; (ii) COMPANY IS SATISFIED WITH THE
CONDITION OF THE PARK; AND ON COMPANY HAS BEEN FULLY ADVISED
OF ITS OWN RIGHTS WITHOUT RELIANCE UPON ANY REPRESENTATION
MADE BY THE CITY, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, COMMISSIONS, BOARDS OR
VOLUNTEERS. COMPANY HEREBY UNDERTAKES AND ASSUMES, FOR AND
ON BEHALF OF COMPANY, ITS OFFICERS, AGENTS, CONTRACTORS,
SUBCONTRACTORS AND EMPLOYEES, ALL RISK OF DANGEROUS
CONDITIONS, IF ANY, ON OR ABOUT THE PARK.
ALTHOUGH, TO THE BEST OF THE CITY'S KNOWLEDGE, THE PARK
COMPLIES WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
ENVIRONMENTAL LAWS AND REGULATIONS (COLLECTIVELY
"ENVIRONMENTAL LAWS'), THE CITY DOES NOT WARRANT SUCH.
COMPANY HEREBY COVENANTS AND AGREES THAT COMPANY, AT ITS SOLE
COST AND EXPENSE, SHALL BE FULLY RESPONSIBLE FOR THE VIOLATION
OF ANY ENVIRONMENTAL LAWS CAUSED, IN WHOLE OR IN PART, BY
COMPANY, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS OR INVITEES, AND ANY REMEDIATION THAT MAY BE
REQUIRED AS A RESULT OF SUCH VIOLATION, EXCEPT TO THE EXTENT
CAUSED BY THE CITY.
7.4. Defense of Indemnitees.
In the event any action, lawsuit or other proceeding is brought against any
Indemnrtee by reason of any matter for which the Indemnitees are indemnified hereunder,
the City shall give Company prompt written notice of the making of any claim or
commencement of any such action, lawsuit or other proceeding, and Company, at
Company's sole cost and expense, shall resist and defend the same with reasonable
participation by the City and with legal counsel selected by Company and specifically
approved by the City In such an event, Company shall not admit liability in any matter
on behalf of any Indemnitee without the advance written consent of the City.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 15 of 27 042.07.01.01 042.07.02
8. INSURANCE.
Company shall procure and maintain at all times, in full force and effect, a policy or
policies of insurance to provide coverage as specified herein, naming the City as an
additional insured and covering all public risks related to the use, occupancy, condition,
maintenance, existence or location of the Park and the construction, installation, operation,
maintenance or condition of the Pipeline, including the transportation of Gas through the
Pipeline. The required insurance can be met by a combination of self-insurance, primary
and excess policies.
8.1. Primary Liability Insurance Coverage.
• Commercial General Liability:
$1,000,000 per occurrence, including coverage for the following: (i) Premises
Liability; (ii) independent contractors; (iii) products/completed operations; (iv)
personal injury (v) contractual liability; (vi) explosion, collapse and
underground property damage.
• Property Damage Liability:
$10,000,000 per occurrence
• Automobile Liability:
$1,000,000 per accident,
including, but not limited to, all owned, leased hired or non -owned motor
vehicles used in conjunction with the rights granted under this Agreement
• Worker's Compensation:
As required by law; and, Employer's Liability as follows:
$1,000,000 per accident.
8.2. 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 Agreement.
Company agrees that within thirty (30) days of receipt of written notice from the City,
Company will implement all such revisions requested by the City. The policy or policies of
insurance shall be endorsed to provide that no material changes in coverage, including but
not limited to, cancellation, termination non -renewal or amendment, shall be made without
thirty (30) days' prior written notice to the City.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 16 of 27 042.07.01.01 042.07.02
8.3. Underwriters and Certificates.
Company shall procure and maintain its insurance with underwriters authorized to
do business in the State of Texas and who are acceptable to the City in terms of solvency
and financial strength. Within thirty (30) days following adoption of this Agreement by the
City Council, Company shall furnish the City with certificates of insurance signed by the
respective companies as proof that it has obtained the types and amounts of insurance
coverage required herein In addition, Company shall, on demand, provide the City with
evidence that it has maintained such coverage in full force and effect.
8.4. Deductibles.
Deductible or self -insured retention limits on any line of coverage required herein
shall not exceed $1,000,000 in the annual aggregate unless the limit per occurrence or per
line of coverage, 01 aggregate is otherwise approved by the City.
8.5. No Limitation of Liability.
The insurance requirements set forth in this Section 8 and any recovery by the City
of any sum by reason of any insurance policy required under this Agreement shall in no way
be construed or affected to limit or in any way affect Company's liability to the City or other
persons as provided by this Agreement or law.
9. DEFAULTS.
The occurrence at any time during the term of this Agreement of one or more of the
following events shall constitute an "Event of Default" under this Agreement*
9.1. Failure to Pay License Fee.
An Event of Default shall occur if Company fails to pay any License Fee on or
before the respective due date.
9.2. Breach.
An Event of Default shall occur if Company materially breaches or violates any
of the terms, covenants, representations or warranties set forth in this Agreement or fails
to perform any obligation required by this Agreement
9.3. Bankruptcy, Insolvency or Receivership.
An Event of Default shall occur if Company (i) files a voluntary petition in
bankruptcy; (ii) is adjudicated insolvent; (iii) files any petition or fails to contest any
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 17 of 27 042.07.01.01 042.07.02
petition filed against it seeking any reorganization, arrangement, composition,
readjustment, liquidation, dissolution or similar relief for itself under any laws relating to
bankruptcy, insolvency or other relief for debtors; (iv) seeks, consents to or acquiesces in
the appointment of any trustee, receiver, master, custodian or liquidator of Company, any
of Company's pioperty or any revenues, issues, earnings or profits thereof (v) makes an
assignment for the benefit of creditors; or (vi) fails to pay Company's debts generally as
they become due.
9.4. Violations of the Law.
An Fivent of Default shall occur if Company violates any existing or future federal,
state, or local laws, ordinances, rules and regulations of the City.
9.5 Failure to Complete Construction.
An Event of Default shall occur if Company fails to complete construction of the
Pipeline in accordance with section 6.1.2.
10. UNCURED DEFAULTS AND REMEDIES.
10.1. Notice of Default and Opportunity to Cure.
If an Event of Default occurs on account of Company s failure to pay the License
Fee in accordance with Section 9.1, such Event of Default shall be deemed an Uncured
Default and the City shall have the right to terminate this Agreement immediately upon
provision of written notice to Company. If an h;vent of Default occurs for a reason other
than for failure to pay the License Fee, the City shall provide Company with written
notice and shall give Company the opportunity to cuie such Event of Default. For an
Event of Default which can be cured by the immediate payment of money to the City,
Company shall have thirty (30) days from the date it receives written notice from the City
to cure the Event of Default. For any other Event of Default, Company shall have sixty
(60) days from the date it receives written notice from the City to cure the Event of
Default If any Event of Default is not cuied within the time period specified herein, such
Event of Default shall, without further notice from the City, become an "Uncured
Default" and the City immediately may exercise the remedies provided in Section 10.2.
10.2. Remedies for Uncured Defaults.
Upon the occurrence of an Uncured Default the City shall be entitled to exercise,
at the same time or at different times, any of the following remedies all of which shall be
cumulative of and without limitation to any other rights or remedies the City may have:
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 18 of 27 042.07.01.01 042.07.02
10.2.1. Termination of Agreement.
Upon the occurrence of an Uncured Default, the City may terminate this
Agreement. Upon such termination, Company shall forfeit all rights granted to it
under this Agreement and, except as to Company's unperformed obligations and
existing liabilities as of the date of termination, this Agreement shall
automatically be deemed null and void and shall have no further force or effect.
Company shall remain obligated to pay and the City shall retain the right to
receive License Fees and any other payments due up to the date of termination
Company shall remove the Pipeline from and restore the Park as and when
requested by the City. The City's right to terminate this Agreement under this
Section 10.2.1 does not and shall not be construed to constitute any kind of
limitation on the City's right to terminate this Agreement for other reasons as
provided by and m accordance with this Agreement; provided, however, that
Company may not abandon the Pipeline without the approval of the Commission
or successor agency or othei regulatory authority with jurisdiction, if such action
without such approval is prohibited at the time by applicable federal or state law
or regulation
10.2.2. Legal Action against Company.
Upon the occurrence of an Uncured Default, the City may commence
against Company an action at law for monetary damages or in equity, for
injunctive relief or specific performance of any of the provisions of this
Agreement which, as a matter of equity, are specifically enforceable.
11. PROVISION OF INFORMATION.
11.1. Filings with the Commission.
Company shall provide copies to the City of all documents which Company files
with or sends to the Commission concerning o1 related to its transportation of Gas
through or othei operations in the City, including, but not limited to, filings related to (i)
tariffs; (ii) rules, regulations and policies requested, under consideration or approved by
the Commission; and (iii) applications and any supporting pre -filed testimony and
exhibits filed by Company or third parties on behalf of Company, on the same date as
such filings are made with the Commission. In addition, Company shall provide the City
upon request with copies of records, documents and othei filings that Company is
required to maintain or supply to the Commission under any applicable state or federal
law, rule or regulation concerning or related to its transportation of Gas through or other
operations in the City.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 19 of 27 042.07.01.01 042.07.02
11.2. Lawsuits.
Company shall provide the City with copies of all pleadings in all lawsuits to
which Company is a party and that pertain to the granting of this Agreement and/or the
transportation of Gas through the City within thirty (30) days of Company's receipt of
same.
12. COMPANY AS INDEPENDENT CONTRACTOR.
It is expressly understood and agreed that Company shall operate as an independent
contractor as to all rights and privileges granted by this Agreement, and not as an agent,
representative or employee of the City. Company shall have the exclusive right to control the
details of its business and other operations necessary or appurtenant to the transportation of Gas in
accordance with the terms and conditions of this Agreement, and shall be solely responsible for the
acts and omissions of its officers agents, servants, employees, contractors and subcontractors.
Company acknowledges that the doctrine of 1 espondeat superior shall not apply as between the
City and Company, its officers, agents, employees, contractors and subcontractors. Company
further agrees that nothing herein shall be construed as the creation of a partnership or joint
enterprise between the City and Company.
13. ASSIGNMENT PROHIBITED.
Company may not assign or otherwise transfer any of its rights or obligations under this
Agreement unless specifically authorized in writing by the City, which authorization shall not be
unreasonably withheld; provided, however, that Company may make such an assignment of its
rights to an affiliated company without the consent of City provided, that upon such assignment,
Company shall notify City within sixty (60) days of said assignment. An `affiliated company'
shall mean any parent, subsidiary or sister company or other legal entity that controls, is controlled
by, or is under common control with Company For purposes of this clause, `control' means direct
or indirect ownership of fifty percent (50%) or more of the voting rights of the subject entity.
Notwithstanding such an assignment to an affiliated company, Company shall remain hable to City
for any failure to perform hereunder by the affiliated assignee, and this provision shall thereafter be
applicable to Company and such affiliated assignee
14. NOTICES.
Notices required pursuant to the provisions of this Agreement shall be conclusively
determined to have been delivered when (i) hand -delivered to the other party its agents employees,
servants or representatives, or (ii) received by the other party by United States Mail, postage
prepaid, return receipt requested, addressed as follows:
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 20 of 27 042.07.01.01 042.07.02
To THE CITY:
City of Fort Worth
Parks and Community Services Director
1000 Throckmorton
Fort Worth, TX 76102
with a copy to:
City of Fort Worth
Department of Law
Attn Attorney for PACSD
1000 1'hrockmorton
Fort Worth, TX 76102
15. NON-DISCRIMINATION COVENANT.
To COMPANY:
Texas Midstream Gas Services, L L C
Mr. Dave Johns
Manager, Property Rights
100 Energy Way
Fort Worth, Texas 76102
with a copy to:
Texas Midstream Gas Services, L L C.
C T Corporation System
350 North St. Paul Street, Suite 2900
Dallas, TX 75201
Company shall not discriminate against any person on the basis of race, color, national
origin, religion, handicap, sex, sexual orientation or familial status in the receipt of benefits from
Company's business operations, in any opportunities for employment with Company or in the
construction or installation of the Pipeline.
16. NO WAIVER.
The failure of the City to insist upon the performance of any term or provision of this
Agreement or to exercise any rights that the City may have, either under this Agreement or the law,
shall not constitute a waiver of the City's right to insist upon appropriate performance or to assert
any such right on any future occasion.
17. GOVERNING LAW AND VENUE.
This Agreement shall be construed pursuant to and in accordance with the laws of the
United States of America and the State of Texas If any action, whether real or asserted, at law or in
equity, arise out of the terms of this Agreement, Company's transportation of Gas or Company's use
of the Palk, venue for such action shall lie exclusively in state courts located in Tarrant County,
Texas or the United States District Court for the Northern District of Texas, Fort Worth Division.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 21 of 27 042.07.01.01 042.07.02
18. CONFERENCES.
At the request of either the City or Company, the City and Company shall meet at
reasonable times and upon reasonable notice to discuss any aspect of this Agreement, Company's
Pipeline, Company's operations in the City, Company's transportation of Gas or Company's use of
the Park.
19. SEVERABILITY.
If any provision of this Agreement is held to be invalid, illegal or unenforceable by a final
order entered by a court of competent jurisdiction, the validity, legality and enforceability of the
remaining provisions shall not in any way be affected or impaired For purposes of this Agreement,
a court order shall be final only to the extent that all available legal rights and remedies pertaining to
such order, including, without limitation all available appeals, have been exhausted. In such an
event the City and Company agree that they shall amend or have amended this Agreement to
comply with such final order entered by a court of competent jurisdiction.
20. FORCE MAJEURE.
In the event Company's performance of any of the terms, conditions or obligations required
by this Agreement is prevented by a cause or event that is not within Company's reasonable control,
Company's non-performance shall be deemed excused for the period of such inability. Causes or
events that are not within the Company's control shall include, but not be limited to, acts of God,
strikes, sabotage, riots or civil disturbances, failure or loss of utilities, explosions and natural
disasters.
21. HEADINGS NOT CONTROLLING.
Headings and titles, other than those captions in Section 1, that are used in this Agreement
are for reference purposes only and shall not be deemed a part of this Agreement.
22. ENTIRETY OF AGREEMENT.
This Agreement, including the schedule of exhibits attached hereto and any documents
incorporated herein by reference, contains the entire understanding and agreement between the City
and Company as to the matters contained herein. Any prior or contemporaneous oral or written
agreement is hereby declared null and void to the extent in conflict with the terms and conditions of
this Agreement This Agreement shall not be amended unless agreed to in writing by both parties
and approved by the City Council of the City.
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 22 of 27 042.07.01.01 042.07.02
EXECUTED as of the later date below:
CITY OF FORT WORTH:
By:
00AMAA
By: , . ..41/4 A •tiA/C.c
Su an Tanis Greg Fla%rke,
As 'taint City Manager Area Manager
Date:
TEXAS MIDSTREAM GAS SERVICES, L.L.C.
Date: 5 / s / % �
APPROVED AS TO FORM AND LEGALITY:
By: A\ NO4,17
Assistant City Attorney
M&c: L-4110�
Attested by:
Marty Hendrix, C' Secre
Natural Gas Pipeline License Agreement Harmon Park -
Page 23 of 27
finir
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343% 834 )
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4��iti000040;As,
pFFIC1Al. RECORD
CITY SECRETARY
Ft WORTH, TX
TX-TARR- 2.02.01; 042.03.01;
042.07.01.01; 042.07.02
ACKNOWLEDGEMENT
THE STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on this 1 day of Maxi , 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.
. yr/4+4J:J•!r,Jt< a5a_ 3a 1. i.4 lea .a.:lIJ.J- ! Wit JY
•
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•
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LI NDA M. MALINGER
MY COMMISSION EXPIRES
February 2, 2014
t .• d 1. J, . �t
OD
•
uttoLL m ;IN/
otaiy Public, State of Texas
My commission expires:
Rio a, a-nkH
My commission number: /?fl I4LflV
ACKNOWLEDGMENT
THE STATE OF OKLAHOMA
COUNTY OF OKLAHOMA
This instrument was acknowledged before me on this day of
2011, by Greg Floerke, Area Manager for Texas Midstream Gas Services, L.L.C. an Oklahoma
limited liability company, on behalf of said company.
•
NOTARY 1 PUBLIC
S4os-I
State of Oklahoma
ANGELA HENRY
Comm. #09002126
Exp.Mar. 04, 2013
Natural Gas Pipeline License Agreement Harmon Park -
Page 24 of 27
044
State of Oklahoma
My commission expires:
My commission number: 0900 2-1
TX-TARR-MEAP- 042.02.01; 042.03.01;
042.07.01.01; 042.07.02
EXHIBIT "A"
PLATTED LEGAL DESCRIPTION
Company may only use approximately 2, 21 &• 3I linear feet crossing the Park as depicted
below:
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 25 of 27 042.07.01.01 042.07.02
ONCOR ELECTRIC
DELIVERY CO LLC
VOL 3339 PG 661
(IR I6A1)
EXHIBIT
CITIES OF DALLAS & FORT WORTH
TRACT 1X-TARR-MEAP-042.01
VOL 7726 PG 1848
(7R 26)
TY OF FORT WORTH
TRACT
TX--TARR-MEAP-042.02.01
VOL 2458 PG 84
(7R 16A)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.02.01
VOL 2458 PG 84
(7R 1sA)
FORT Ml7RTH
POWER & UGHT
PARCEL 10
VOL1108PG125
TARRANT COUNTY WATER at
CONTROL & IMPROVEMENT
DISTRICT NO. 1
VOL 2182 PG 87
TRACT NO. 9
(7R 3)
CITY OF' FORT WORTH
TRACT TX-TARR-MEAP-042.03.01
VOL 2473 PG 192
(IR 17)
TARRANT COUNTY WATER
CONTROL & IMPROVEMENT
DISTRICT NO. 1
VOL 2196 PG 209
(7R 3)
CITY OF FORT WORTH
TRACT
TX-TARRMEW-042.03.01
VOL 2473 PG 192
(7R 17)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
V: \52871\ACTIVE\187107355\DRAWING\2852AEAP\EXHIBITS\07355V_285-EXHIBIT-042.02.01.DWG
TEXAS MIDSTREAM GAS SERVICES
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax 817-744-7929
www.downtown—desion.com
5 02/28/11 JOH TF REVISED LICENSE AREA WIDTH
4 02/25/11 JSS TF I REVISED WORKSPACES
3 102/15/11I .MIA TF I REVISED LICENSE AREA
2 I12/14/I0ISJTIJI TF I REVISED WORKSPACE
108/17/101 JSS I TF I REVISED WORKSPACES
REV. I DATE I BY I APP.I DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SEC110N
HEAD
APPROVED
RY
JSS 01/12/10
PEN 01/13/10
SCALE: 1' = 200'
0 100' 200'
SHEET 1 OF 7
QWi
POINT OF
BEGINNING
N78'08'17"E
20.01'
N1323'49"W
139.71'
TEMPORARY
WORKSPACE #1
N76'37'09"E
128.91'
20' LICENSE
AREA
10,412 SF
0.239 AC
(0
0
n
0
4
wcr
z
FOUND 3/4"
IRON ROD/
(CM)
NO9'27104"W=__--rm
81.07'
EXHIBIT
N78'08'17"E
74.18'
(CM)
REFS
FOUND
ALUMINUM CAP
S13'23'49"E
159.18'
—1
TEMPORARY
WORKSPACE #2
DABS & FORT p42 V
GIlRACTFIX—TARE ME g4B
iR .01
VOI 77 UR 26)
ENCE BEARING 1478 pg 17 E
CITY OF FORT WORTH
TRACT 7X—TARR—MEAP-042.02.01
VOL 2458 PG 84
I 376'37'09"W (TR 1sA)
134.33'
ADDITIONAL
WORKSPACE #1
SO9'27'04"E
70.88'
S59'21'21"W
21.45'
FOUND 3/4"
IRON ROD
(CM)
CITY OF FORT WORTH
TRACT TX— TARR—MEAP— 042.02.01
VOL 2458 PG 84-
(TR 16A)
4
�O*se
J
CITY OF FORT WORTH
TRACT TX— TARR—MEAP-042.03.01
VOL 2473 PG 192
(TR 17)
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE
V: \52871 \ACTIVEV 87107355\DRAWING\285J.1EAP\EXHIBITS\07355V. 285—EXHIBIT-042.02.01.DWG
LICENSE AREA TABLE
CENTERLINE LENGTH 520.59' 31.55 RDS
LICENSE AREA 10,412 SF 0.239 AC
TEMP. WORKSPACE 20,479 SF 0.470 AC
ADD'L WORKSPACE 15,592 SF 0.358 AC
C Of'
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817 744-7927
Fax: 817-744-7929
www.downtown—desian.com
5
4
3
2
1
REV.
02/28/11( JDM
02/25/111 JSS
02/15/11I JIdM
12/14/10IS711
08/17/101 JSS
DATE I BY
TF
1F
TF
TF
TF
APP.
REVISED LICENSE AREA WMDTHI
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED WORKSPACE
REVISED WORKSPACES
DESCRIPTION
DRAWN
BY
CHEBYCKED I
PRGINEEOJECRT (
EN
SECTION I
HEAD
IAPPROVEDI
RY i
FORT WORTH
POWER & LIGHT
PARCEL 10
VOL 1108 PG 125
FACTOR: 1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX— TARR—MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
o1/tz/m I SCALE: 1' = 100'
01/13/10 I
0 50' 100'
JSS
PEM
I I�
I I SHEET 2 OF 7
EXHIBIT
PROPERTY DESCRIPTION OF LJCENSE AREA
A 20-FOOT LICENSE AREA ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME
2458 AT PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS,
IN THE BEN T CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID PARCEL FROM WHICH THE
NORTHWEST CORNER OF THE PARCEL DESCRIBED IN VOLUME 3339 AT PAGE 661 OF
THE TARRANT COUNTY RECORDS MONUMENTED BY A FOUND ALUMINUM CAP BEARS
N78'08'17'E 74.18 FEET;
THENCE S1323'49"E 159.18 FEET;
THENCE S76'37'09"W 134.33 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM THE EASTERLY
RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35W AS SHOWN ON STATE PROJECT
NUMBER I35W-5(5)425 THE FOLLOWING TWO (2) COURSES;
1. S0424'06"W 155.04 FEET;
2. THENCE S0927'04"E 70.88 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL
DESCRIBED IN VOLUME 2458 AT PAGE 84;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'21'21"W 21.45 FEET TO SAID EASTERLY
RIGHT-OF-WAY LINE;
THENCE ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING TWO (2) COURSES;
1. THENCE N09'27'04"W 81.07 FEET TO A FOUND 3/4" IRON ROD;
2. THENCE N04'24'06"E 172.06 FEET;
THENCE N7617'09"E 128.91 FEET;
THENCE N13'23'49"W 139.71 FEET TO THE NORTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID NORTHERLY BOUNDARY N78'08'17"E 20.01 FEET TO THE POINT
BEGINNING;
CONTAINING 10,412 SQUARE FEET OR 0.239 ACRES.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\285J4EAP\EXHIBITS\07355V-285-EXHIBIT-042.02.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
OCf f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5 02/28/11 JEW IF
4 02/25/11 JSS TF
3 02/15/11 JAM TF
2 12/14/10ISJ1M ff
1 08/17/10IJSS 7F
REVISED LICENSE AREA W1D1H
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED WORKSPACE
REVISED WORKSPACES
REV. DATE I BY APP. DESCRIPTION
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
Ay
PROPOSED PIPELINE GROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/12/10 SCALE: 1. =N/A
PEH Ot/I3/1O
SHEET 3 OF 7
POINT OF
BEGINNING
TEMPORARY
WORKSPACE #1
4,714 SF
0.108 AC
in 20' LICENSE
c7 AREA
W
1->
F�
co
F
z
FOUND 3/4"
IRON ROD
(CM)
r
1
1
1
1
I
N36'39'16"E
122.78'
FOUND 3/4"
IRON ROD
(CM)
EXHIBIT
pALLAS & FOpT042 oM
C1(tEAO�F.TAR6 PGE1848
VOL 77OR 26)
FOUND
ALUMINUM
CAP
(CM)
N29'50'25"E
108.25'
POINT OF
BEGINNING
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-04202.01
VOL 2458 PG 84
(1R 16A)
ADDITIONAL
WORKSPACE #1
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.02.01
VOL 2458 PG 84
(7R 16A)
4
oto *se
dtsie
� J
t
FORT WORTH
POWER & LIGHT
PARCEL 10
VOL 1108 PG 125
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.03.01
VOL 2473 PG 192
OR 17)
LINE TABLE
LINE BEARING
1 S1323'49"E
2 S76'38'09"W
3 N1324'19"W
4 N76'36'39"E
5 N76'36'18"E
6 S1323'42"E
7 N1325'54"W
8 N76'37'09"E
9 N13'23'49"W
DISTANCE
58.35'
80.82'
58.31'
80.83'
94.88'
120.00'
41.70'
105.07'
78.33'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V; \52871 \ACTIVE \187107355\DRAWING\285J.1EAP\EXHIBITS\07355V. 285-EXHIBIT-042.02.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
oof l
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5
4
3
2
1
REV.
02/28/11 JDM
02/25/11 JSS
02/15/111 MM
12/14/101SJTM
08/17/101 JSS
DATE I BY
REVISED LICENSE AREA WIDTH
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED WORKSPACE
REVISED WORKSPACES
APP. DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/12/10 SCALE: r =100'
PEM 01/13/10
0 50' 100'
1
SHEET 4 OF 7
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE #1
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT
PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING IN SAID PARCEL FROM WHICH THE NORTHWEST CORNER OF THE PARCEL DESCRIBED IN
VOLUME 3339 AT PAGE 661 OF THE TARRANT COUNTY RECORDS MONUMENTED BY A FOUND
ALUMINUM CAP BEARS N36'39'16"E 122.78 FEET;
THENCE S13'23'49"E 58.35 FEET;
THENCE S76'38'09"W 80.82 FEET;
THENCE N1324'19"W 58.31 FEET;
THENCE N7616'39"E 80.83 FEET TO THE POINT BEGINNING;
CONTAINING 4,714 SQUARE FEET OR 0.108 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE #2
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT
PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING IN SAID PARCEL FROM WHICH THE NORTHWEST CORNER OF THE PARCEL DESCRIBED IN
VOLUME 3339 AT PAGE 661 OF THE TARRANT COUNTY RECORDS MONUMENTED BY A FOUND
ALUMINUM CAP BEARS N29'50'25"E 108.25 FEET;
THENCE N76'36'18"E 94.88 FEET;
THENCE S1323'42"E 120.00 FEET;
THENCE S76'36'18"W 199.92 FEET;
THENCE N1325'54"W 41.70 FEET;
THENCE N76'37'09"E 105.07 FEET;
THENCE N1323'49"W 78.33 FEET TO THE POINT BEGINNING;
CONTAINING 15,765 SQUARE FEET OR 0.362 ACRES.
BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V: \52871 \ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V.285—EXHIBIT-042.02.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-74 —7927
Fax: 817-74 —7929
www.downtown—desian.com
5 02/28/11 MIA TF
4 02/25/11 JSS TF
3 IO2/15/11 JAIM TF
2 I12/14/10 SJDA TV
1 I08/17/10 JSS TF I
REV. I DATE BY APP.I
REVISED LICENSE AREA WIDTH
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED WORKSPACE
REVISED WORKSPACES
DESCRIPTION
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF' TARRANT, STATE OF TEXAS
TEMPORARY DESCRIPTION
MERCADO TO ARC PARK
JSS 01/12/10 SCALE: 1' =N/A
PELI 01/13/10
SHEET 5 OF 7
TEMPORARY
WORKSPACE #1
20' LICENSE
AREA
0
to
FOUND 3/4" z
IRON ROD
(CM)
N0927'04"W
70.88'
EXHIBIT
CITIEAOF DALIAS & FORT
WORTH
CT .6E1PT4
VOL.772PG848
(1R 26)
FOUND
ALUMINUM
CAP BPS
S OF 8
(CM)
\ \ Iv/
\ \ v97
A\ TEMPORARY \
WORKSPACE \
\ #2
_ POINT OF
f BEGINNING \
FOUND 3/4"
IRON ROD
(CM)
A
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.02.01
VOL 2458 PG 84
S02'57'09"W (TR 16A)
"c96.85'
SO9'48'30"E
45.79'
S1328'36"E
9.33'
ADDITIONAL
WORKSPACE #1
15,592 SF
0.358 AC
S59'21'21"W
96.68'
LINE
10
11
12
E
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.02.01
VOL 2458 PG 84
(TR 16A)
LINE TABLE
BEARING
N76'37'09"E
513'25'54"E
N7616'18"E
FORT WORTH
POWER & LIGHT
PARCEL 10
VOL 1108 PG 125
DISTANCE
29.26'
41.70'
40.89'
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V: \52871\ACTIVE\187107355\DRAWING\285J.IEAP\EXHIBITS\07355V-285-EXHIBIT-042.02.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
COf j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5
4
3
2
1
REV.
02/28/11 JDM TF REVISED LICENSE AREA WIDTH
02/25/11 JSS
02/15/11 AIM
12/14/10 SJTM
08/17/10 JSS
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED WORKSPACE
REVISED WORKSPACES
DATE BY APP. ) DESCRIPTION
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL WORKSPACE
MERCADO TO ARC PARK
JSS 01/12/10
REM 01/13/10
SCALE: 1' =100'
0 50' 100'
SHEET 6 OF 7
EXHIBIT
DESCRIPTION OF ADDITIONAL WORKSPACE
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2458 AT
PAGE 84 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING IN SAID PARCEL FROM WHICH THE NORTHWEST CORNER OF THE PARCEL DESCRIBED IN
VOLUME 3339 AT PAGE 661 OF THE TARRANT COUNTY RECORDS MONUMENTED BY A FOUND
ALUMINUM CAP BEARS N21'25'19"E 242.23 FEET;
THENCE S0757'09"W 96.85 FEET;
THENCE S09'48'30"E 45.79 FEET;
THENCE S13'28'36"E 9.33 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 2458 AT PAGE 84;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5921'21"W 96.68 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM THE EASTERLY RIGHT-OF-WAY LINE OF
INTERSTATE HIGHWAY 35W AS SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 THE FOLLOWING
TWO (2) COURSES;
1. N0927'04"W 70.88 FEET;
2. THENCE N04'24'06"E 155.04 FEET;
THENCE N7617'09"E 29.26 FEET;
THENCE S1325'54"E 41.70 FEET;
THENCE N76'36'18"E 40.89 FEET TO THE POINT OF BEGINNING;
CONTAINING 15,592 SQUARE FEET OR 0.358 ACRES.
BASIS OF' BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY:
02/26/09-08/06/10
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE
TODD FINCHER
R.P.LS. NO. 5633
DATE OF SIGNATURE: 02/28/11
V: \52871\ ACTIVE \187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.02.01.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5 102/28/111 A M TF REVISED LICENSE AREA WIDTH
4 102/25/111 JSS TF I REVISED WORKSPACES
3 IO2/15/111 JMIA TF I REVISED LICENSE AREA
2 j12/14/10ISJ11AI TF I REVISED WORKSPACE
1 108/17/10I JSS I TF I REVISED WORKSPACES
REV. I DATE I BY I APR.I DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-MEAP-042.02.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
ADDITIONAL DESCRIPTION
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RV
JSS 01/12/10
PEN 01/13/10
SCALE: 1' =N/A
SHEET 7 OF 7
EXHIBIT
I
gfI
OF DALL `R M TO O‘ foRM
G ACtVa- pG 18h8
CNCOR ELECTRIC
DELIVERY CO LLC
VOL 3339 PG 661
(TR 1641)
CITY OF FORT WORTH
TRACT
1X-TARR-MEAP-042.02.01
VOL 2458 PG 84
(TR 15.4)
TARRANT COUNTY WATER
CONTROL & IMPROVEMENT
DISTRICT NO. 1
VOL 2182 PAGE 87 TR. 9
(7R 3)
an OF FOR 0 02 01
TRACT (X 2456 6PG g4
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.03.01
VOL 2473 PG 195
(TR 17)
FORT WORTH
POHER & UGHT
PARCEL 10
VOL 1108 PG 125
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(7R 18)
BLK 4
BLK 5
EAST ADDITION \
VOL 106 PG 98
(SUED/ 10530)
4
o
Pr et
J
BLK 8
CITY OF FORT WORTH
TRACT
TX-TARR-AEAP-04203.01
VOL 2473 PG 192
OR 17)
BLK 7
BLK 8
ONCOR ELECTRIC
DELIVERY CO LLC
TRACT B
VOL 3339 PG 661
(TRS 17H, 28, 12, 22B)
BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE
V: \52871\ ACTIVE \187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.03.01.DWG
TEXAS MIDSTREAM GAS SERVICES
CC f j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
6
5
4
3
2
1
REV.
03/03/11I JSS
02/28/111 AIM
02/25/11I SJTMI
02/15/11ISJTMI
01/12/111 JSS I
12/14/10ISJ1MI
DATE I BY I APP. I
TF
TF
TF
TF
TF
TV
REVISED WORKSPACE
REVISED UCENSE AREA
REMSED WORKSPACES
REVISED LICENSE AREA
REMSED DEED NUMBER
'REVISED ADDITIONAL WORKSPACE
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042 03.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
AY
JSS 01/12/10 SCALE: 1' = 200'
PEM 01/13/10
0 100' 200'
SHEET 1 OF 5
i
I
d
FOUND 3/4"
IRON ROD r
(CM) CO
z -!
mt•
•
e m 4
in a
to
73Nrn
z0t,,
FOUND 3/4"
IRON ROD
(CM)
20' LICENSE AREA
10,829 SF
0.249 AC
INTERSTATE
HWY 35W
(ROW VARIES)
EXHIBIT
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.02.01
VOL 2458 PG 84
OR 16A)
POINT OF
BEGINNING
N59'21'21"E
21.45'
0
ca
0
La
co
S59'21'21"W
20.72'
ADDITIONAL
WORKSPACE
26,343 SF
0.605 AC
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.03.01
VOL 2473 PG 195
OR 17)
TEMPORARY
WORKSPACE
10,783 SF
0.248 AC
FORT WORTH
POWER & LIGHT
PARCEL 10
VOL 1108 PG 125
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SUED{ 10530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
OR 1a)
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(SUBD/ 10530)
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPRO)OMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V: 152871\ACTIVE\187107355\DRAVANG\2853AEAP\EXHIBITS\07355V_285-EXHIBIT-042.03.01.DWG
LICENSE AREA TABLE
CENTERLINE LENGTH 541.43 FT 32.81 RDS
LICENSE AREA 10,829 SF 0.249 AC
TEMP. WORKSPACE 10,783 SF 0.248 AC
ADD'L WORKSPACE 26,343 SF 0.605 AC
CCf'
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax 817-744-7929
www.downtown—desian.com
6
5
4
3
2
1
REV.
03/03/11 JSS 1F
02/28/11 AIM 1F
02/25/11ISJTMI TF
02/15/11ISJTMI TF I
Ot/12/11I JSS I IF I
REVISED WORKSPACE
REVISED UCENSE AREA
REMSED WORKSPACES
REVISED LICENSE AREA
REMSED DEED NUMBER
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
12/14/10ISJ1MI TF I REMSED ADDITIONAL WORKSPACE HEAD
DATE I BY I APP.I DESCRIPTION APPROVED
RY
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.03.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
JSS 01/12/10 SCALE: t" =100'
PEN 01/13/10
0 50' 100'
SHEET 2 OF 5
EXHIBIT
1
�i
PROPERTY DESCRIPTION OF LICENSE AREA
A 20.00 FOOT LICENSE AREA ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2473 AT
PAGE 195 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 2473 AT PAGE 195 AND THE EASTERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35W AS
SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 FROM WHICH A FOUND 3/4" IRON ROD BEARS
N0927'04"W 81.07 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N5921'21"E 21.45 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT-OF-WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. THENCE S09'27'04"E 117.76 FEET;
2. THENCE S15'30'30"E 423.78 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5921'21"W 20.72 FEET TO SAID EASTERLY
RIGHT-OF-WAY LINE;
THENCE ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING TWO (2) COURSES;
1. THENCE N15'30'30"W 430.25 FEET TO A FOUND 3/4" IRON ROD;
2. THENCE N09'27'04"W 111.06 FEET TO THE POINT BEGINNING;
CONTAINING 10,829 SQUARE FEET OR 0.249 ACRES.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
V: \52871\ACTIVE\187t07355\DRAWING\285JAEAP\EXHIBITS\07355V-285-EXHIBIT-042.03.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
CC(j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-74 —7927
Fax: 817-744-7929
www.downtown—desion.com
6 03/03/11 JSS I TF REVISED WORKSPACE
5 02/28/11 AIM I IF REVISED LICENSE AREA
4 02/25/1tjSJTMI TF
3 02/15/11ISJIt4l TF
2 I01/12/11 I JSS I TF I REVISED DEED NUMBER
1 I12/14/10ISJTMI TF IREVISED ADDIRONAL WORKSPACE
REV. I DATE I BY I APP.I DESCRIPTION
REVISED WORKSPACES
REVISED LICENSE AREA
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042 03 01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/12/10 SCALE: 1' =N/A
PELU 01/13/10
SHEET 3 OF 5
FOUND 3/4"
(CM) IRON ROD
0 133m
I ttO%)-4Am
�
W �°� fn
t
FOUND 3/4"
IRON ROD
(CM)
N23'28'43"W
144.24'
20' LICENSE AREA
10,829 SF
0.249 AC
INTERSTATE
HWY 35W
(ROW VARIES)
POINT OF
BEGINNING
S59'21'21"W
20.72'
S5921'21"W
24.55'
EXHIBIT
11
N73'52'53"E
45.2$'
ADDITIONAL
WORKSPACE
26,343 SF
0.605 AC
Ct. et
44)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.03.01
VOL 2473 PG 195
(TR 17)
TEMPORARY
WORKSPACE
10,783 SF
0.248 AC
S73'33'01 "W
32.29'
S15'29'01 "E
41.59'
S5012'58"E
18.83'
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SUBDo 10530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(TR 18)
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(suss/ 10530)
DESCRIPTION OF TEMPORARY WORKSPACE
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED iN VOLUME 2473 AT PAGE 195 OF
THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT
307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID PARCEL FROM WHICH THE INTERSECTION OF SAID
SOUTHERLY BOUNDARY AND THE EASTERLY RIGHT—OF—WAY LINE OF INTERSTATE 35W AS SHOWN ON STATE
PROJECT NUMBER I35W-5(5)425 BEARS S59'21'21"W 20.72 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT—OF—WAY LINE N15'30'30"W
282.00 FEET FROM WHICH A FOUND 3/4" IRON ROD MONUMENTING SAID EASTERLY RIGHT—OF—WAY LINE
BEARS N23'28'43"W 144.24 FEET;
THENCE N73652'53"E 45.28 FEET;
THENCE S1529'01"E 218.54 FEET;
THENCE S7313'01"W 32.29 FEET;
THENCE S1529'01"E 41.59 FEET;
THENCE S50'32'58"E 18.83 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY 559'21'21"W 24.55 FEET TO THE POINT OF BEGINNING;
CONTAINING 10,783 SQUARE FEET OR 0.248 ACRES.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ ACTIVE \187107355\DRAWING\285..11EAP\EXHIBITS\07355V.285-EXHIBIT-042.03.01.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
I6
5
DOWNTOWN DESIGN SERVICES, INC. 4
2333 MINNIS DRIVE, SUITE F 3
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax 817-744-7929
www.downtown—desian.com
2
1
REV.
03/03/11 JSS
02/28/11 AIM
02/25/11 SJDA
02/15/11 SJTM
01/12/11 JSS
12/14/10 SJDA
DATE BY
TF
TF
TF
TF
TF
Tf
APP.
REVISED WORKSPACE
REVISED LICENSE AREA
REVISED WORKSPACES
REVISED LICENSE AREA
REVISED DEED NUMBER
REVISED ADDITIONAL WORKSPACE ( SECTIDON
HEA
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.03.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
1 DRAWN
BY
1 CHECKED
1 By
NGINEER'
I
IAPPROVEDI I
BY
JSS Ot/I2/I0
PE4 01/13/10
SCALE; Y =t00'
0 50' 100'
SHEET 4 OF 5
�1
FOUND 3/4"
IRON ROD
(CM) \
z73
•1
•to
m
S59'21'21"W
21.45'
FOUND 3/4"
IRON ROD
(CM)
INTERSTATE
HWY 35W
(ROW VARIES)
20' LICENSE AREA
10,829 SF
0.249 AC
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.02.01
VOL 2458 PG 84
OR 16A)
N24'42'38"W
75.99
POINT OF
BEGINNING
9
ADDITIONAL
WORKSPACE
26,343 SF
0.605 AC
4
el Se
Sy* crice
J
•
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.03.01
VOL 2473 PG 195
(1R 17)
TEMPORARY
WORKSPACE
10,783 SF
0.248 AC
FORT WORTH
POWER & LIGHT
PARCEL 10
VOL 1108 PG 125
Q $CRIPTION OF ADDITIONAL WORKSPACE
AN ADDITIONAL WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2473 AT PAGE 195 OF
THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT 307,
DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF SAID PARCEL FROM WHICH THE INTERSECTION OF SAID BOUNDARY
AND THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 35W AS SHOWN ON STATE PROJECT NUMBER
I35W-5(5)425 BEARS S5921'21"W 21.45 FEET AND A FOUND 3/4" IRON ROD BEARS N2442'38"W 75.99 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'21'21"E 96.68 FEET;
THENCE S13'28'17"E 283.29 FEET;
THENCE S73'52'53"W 95.69 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING
TWO (2) COURSES;
1. THENCE N15'30'30"W 141.79 FEET;
2. THENCE N09'27'04'W 117.76 FEET TO THE POINT BEGINNING;
CONTAINING 26,343 SQUARE FEET OR 0.605 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES STATE
OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY:
2/26/09-01/04/10
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
001
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
- - - APPROXIMATE ABSTRACT LINE
TODD FINCHER
R.P.L.S. NO. 5633
DATE OF SIGNATURE: 03/03/11
COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ACTIVE\187107355\DRAWING\285_HEAP\EXHIBITS\07355V_285-EXHIBIT-042.03.01.DWG
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR- M EAP-042.03.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
5 MER ADOAL TO ARCSPACE PARK
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F 3
HALTOM CITY, TX 78117
Tel 817-74 —7927
Fax' 817-741-7929
www.downtown—desian.Com REV.
6
4
2
1
03/03/11 JSS TF
02/28/11 AIM TF
02/25/11 SJTL1 TF
02/15/11 SJDA TF
01/12/11 JSS TF
12/14/10 SJTU TF
DATE BY APP.
REVISED WORKSPACE
REVISED LICENSE AREA
REVISED WORKSPACES
REVISED UCENSE AREA
REVISED DEED NUMBER
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
REVISED ADDITIONAL WORKSPACE SECTION
HEAD
DESCRIPTION APPROVEDI
RY
JSS 01/12/10
PEU 01/13/10
SCALE: 1' =100'
0 50' 100'
SHEET 5 OF 5
•
INTERSTATE
HWY 35W
(ROW VARIES)
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.03.01
VOL 2473 PG 192
(7R n)
4
Osve041.444
0
CITY OF FORT WORTH
BLOCK 4
EAST ADDITION
VOL 106 PG 98
(SUED/' 10530)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(7R 18 & 18A)
ckOst'
ti5
CITY OF FORT WORTH
BLOCK 15
EAST ADDITION
VOL 106 PG 98
(suBD,F' 10530)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.04.02
WEST 80' BLK 16
EAST ADDITION
VOL 106 PG 98
VOL 2899 PG 64
(SUED# 10530)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.04.01.DWG
TEXAS MIDSTREAM GAS SERVICES
CCf f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
3 102/28/11I JSS TF I REVISED UCENSE AREA
2 102/25/11I JDM TF IREWSED TEMPORARY WORKSPACE
1 102/15/11 SJTMI TF I REVISED LICENSE AREA
REV. I DATE BY APP. I DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.04.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS
PEN
01/13/10 SCALE: 1' = 50'
01/14/10
0 25' 50'
SHEET 1 OF 5
i
EXHIBIT
FOUND 1/2"
IRON ROD
(CM)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.03.01
VOL 2473 PG 192
(TR 17)
N59'21'21 "E
20.72'
0
N
3,
o.
LA
20' LICENSE AREA
4,386 SF
0.101 AC
POINT OF
BEGINNING
INTERSTATE HWY 35W
(ROW VARIES)
LICENSE
CENTERLINE LENGTH
LICENSE AREA
TEMP. WORKSPACE
ADD'L WORKSPACE
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
CITY OF FORT WORTH \
BLOCK 4 EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(TR 18 & 18A)
TEMPORARY
WORKSPACE
9,502 SF
0.218 AC
S59'24'11 "W
20.71'
FOUND 1/2" (CM)
IRON ROD
v+��2
o.P�
tC``3 0tO
*0
Xt
2c
FOUND 4"X4"
TX DOT
ALUMINUM CAP
CITY OF
FORT WORTH \
BLOCK 15
EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
BLOCK 14
EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(TR 22)
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.04.02
BLK 16
EAST ADDITION
VOL 106 PG 98
(suSD#f t o530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.06.01
VOL 2186 PG 37
(7R 23)
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V-285-EXHIBIT-042.04.01.DWG
AREA TABLE
219.29 FT
4,386 SF
9,502 SF
N/A
00f
13.29 RDS
0.101 AC
0.218 AC
N/A
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.04.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
DRAWN
BY
3 102/28/11 JSS TF I REVISED UCENSE AREA CH BgCEO
2 IO2/25/III JDM TF I REVISED TEMPORARY WORKSPACE FNq EER
1 IO2/15/11ISJDAI TF I REVISED LICENSE AREA SECTIONHEAD
REV, I DATE I BY I APP. ' DESCRIPTION APPROVED
BY
JSS 01/13/10
PEN 01/14/10
SCALE: 1' = 100'
0 50' 100'
SHEET 2 OF 5
EXHIBIT
PROPERTY DESCRIPTION OF UCENSE AREA
A 20-FOOT LICENSE AREA ACROSS A PORTION OF TRACTS 2 AND 3 AS DESCRIBED IN
VOLUME 2458 AT PAGE 75 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF
TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID TRACT 2 COMMON WITH THE
NORTHERLY RIGHT-OF-WAY LINE OF FORMER WATER STREET FROM WHICH A FOUND 1/2"
IRON ROD MONUMENTING THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 35W AS
SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 BEARS S17'29'01"E 288.73 FEET;
THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE N15'30'30"W 219.28 FEET TO THE
NORTHERLY BOUNDARY OF SAID TRACT 3;
THENCE ALONG SAID NORTHERLY BOUNDARY N5921'21"E 20.72 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM THE EASTERLY RIGHT-OF-WAY
LINE OF SAID INTERSTATE 35W S15'30'30"E 219.30 FEET;
THENCE ALONG SAID COMMON BOUNDARY S5924'11"W 20.71 FEET TO THE POINT
BEGINNING;
CONTAINING 4,386 SQUARE FEET OR 0.101 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
---- - APPROXIMATE ABSTRACT UNE
V: \52871 \ACTIVE\187107355\DRAWING\285J.1EAP\EXHIBITS\07355V_285 EXHIBIT-042.04.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
COf'
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
7I
TF 'REVISED 71APORARY WORKSPACE
1 02/15/11 SJRA TF I REVISED UCENSE AREA
REV. DATE BY APP. I DESCRIPTION
3 02/28/11 JSS
2 02/25/11 JOH
REVISED LICENSE AREA
PROPOSED PIPELINE GROSSING
TRACT TX-TARR-MEAP-042 04.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RV
JSS 01/13/10
PEN 01/14/10
SCALE: 1" =N/A
SHEET 3 OF 5
4
gain
1
FOUND 1/2"
IRON ROD
(CM)
0
N
N15'30'30"W
219.30'
20' LICENSE AREA
4,386 SF
0.101 AC
POINT OF
BEGINNING
EXHIBIT
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.03.01
VOL 2473 PG 192
OR 17)
_N59'21'21 "E
24.55'
INTERSTATE HWY 35W
(ROW VARIES)
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(BUBO/ 10530)
CITY OF FORT WORTH \
BLOCK 4 EAST ADDITION
VOL 106 PG 98
S50'32'58"E (SUBDI 10530)
37.45'
TRACT 1
TRACT 3
CITY OF FORT WORTH
TRACT
TX- TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(TR 18 & 18A)
.515'26'46"E
182.91'
TRACT 2
TEMPORARY
WORKSPACE
9,502 SF
0.218 AC
S59'24'11 "W
46.61'
FOUND 1/2"
IRON ROD
13
O.
IA 2
0
FOUND 4"X4
TX DOT
ALUMINUM CAP
(CM)
CITY OF
FORT WORTH \
BLOCK 15
EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
BLOCK 14
EAST ADDITION
VOL 106 PG 98
(BUBO¢' 10530)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(TR 22)
CITY OF FORT WORTH
TRACT
TX-TARR-M EAR- 042.04.02
BLK 16
EAST ADDITION
VOL 106 PG 98
(suBDg 10530)
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.06.01
VOL 2186 PG 37
(7R 23)
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285—EXHIBIT-042.04.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
3 02/28/1
2 IO2/25/1
1 102/15/1
REV.I DATE
JSS
JDM
SJTM
BY
APP.I
REVISED LICENSE AREA
PROPOSED PIPELINE CROSSING
TRACT TX- TARR-MEAP-042.04.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAWL.
BY
CHECKED
BY
TF I REVISED TEMPORARY WORKSPACE PROJECT
ENGINEER
SECTION
HEAD
APPROVED
AY
REVISED LICENSE AREA
DESCRIPTION
JSS 01/13/10
PEM 01/14/10
SCALE: Is =100'
0 50' 100'
SHEET 4 OF 5
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE
A TEMPORARY WORKSPACE ACROSS A PORTION OF TRACTS 1, 2 AND 3 AS DESCRIBED IN
VOLUME 2458 AT PAGE 75 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF
TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID TRACT 2 COMMON WITH NORTHERLY
RIGHT-OF-WAY LINE OF FORMER WATER STREET FROM WHICH A FOUND 1/2" IRON
MONUMENTING THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 35W AS SHOWN ON
STATE PROJECT NUMBER 135W-5(5)425 BEARS S13'33'03"E 294.13 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM THE EASTERLY RIGHT-OF-WAY
LINE OF SAID INTERSTATE 35W N1510'30"W 219.30 FEET TO THE NORTHERLY BOUNDARY
OF SAID TRACT 3;
THENCE ALONG SAID NORTHERLY BOUNDARY 1459'21'21"E 24.55 FEET;
THENCE S50'32'58"E 37.45 FEET;
THENCE S15'26'46"E 182.91 FEET TO THE SOUTHERLY BOUNDARY OF SAID TRACT 2;
THENCE ALONG SAID COMMON BOUNDARY S59'24'11"W 46.61 FEET TO THE POINT
BEGINNING;
CONTAINING 9,502 SQUARE FEET OR 0.218 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVgYQR'S CgRTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: TODD PINCHER
02/26/09-01/04/10 R.P.L.S. NO. 5633
DATE OF SIGNATURE: 02/28/11
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
• APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V.285-EXHIBIT-042.04.01.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
C0f j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, 1X 76117
Tel 817-744-7927
Fax 817-744-7929
www.downtown—deslon.com
3 02/28/11
2 02/25/11
1 02/15/11
REV. DATE
JSS TF
JDM 1F
SJ1FI TF
8Y APP.
REVISED LICENSE AREA
1 DRBYANN!
1
I CHECKEDY I B
REVISED TD/PORARY WORKSPACE PROJECT
EER ENGIN
REVISED LICENSE AREA
DESCRIP11ON
IsECJWN
HEAD
YAPPROVED
!1 RY
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX- TARR-MEAP- 042.04.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/13/10 SCALE: 1. =N/A
PEM 01/14/10
SHEET 5 OF 5
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.03.01
VOL 2473 PG 192
(7R 17)
4
J
4>
INTERSTATE HWY 35W
(ROW VARIES)
Cjal
CITY OF FORT WORTH \
BLOCK 4 EAST ADDITION
VOL 108 PG 98
(SUED# 10530)
aTY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(7R 18)
BLOCK 5
EAST ADDITION
VOL 106 PG 98
(SUBDl 10530)
CITY OF FORT WORTH \
BLOCK 15
EAST ADDITION
VOL 106 PG 98
(suBO#' 10530)
BLOCK 14
EAST ADDITION
VOL 108 PG 98
(susol 10530)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(7R 22)
aTY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.04.02
BLK 16
EAST ADDITION
VOL 108 PG 98
(SUBD( 10530)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(7R 23)
BASIS OF BEARING: THE NORTHERLY RIGHT-OF-WAY LINE OF FORMER WATER STREET
EA ADDITION FILED IN VOLUME 106 AT PAGE 98 OF THE TARRANT COUNTY RECORDS
S S5924'11"W (GRID) IN THE STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V: \52871 \ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285—EXHIBIT-042.04.02.DWG
DOWNTOWN DESIGN SERVICES, INC.
aantec
Stantec Consulting Inc.
2830 SE Loop 820
FL Worth. 1X 78140
Tel. 817.293.1910
Fox. 817.293.1990
F
..tantsc.com
' REV. DATE BY
APP.
DESCRIP110N
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.04.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRANK
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/13/10
PEM 01/14/10
SOME: 1' m 50'
0 25' 50'
SWEET 1 OF 5
N59'24'11 "E
20.71'
20' UCENSE
AREA
3,621 S.F.
0,083 AC±
CITY OF FORT WORTH
TRACT
TX —TAR R—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3 559
(7R 1B) �G
F0
s°
S�
POINT OF
BEGINNING
FOUND 1/2"
IRON ROD
INTERSTATE HWY 35W
(ROW VARIES)
I-/,3--/0
F
400
EXHIBIT
CITY OF FORT WORTH
BLOCK 15 EAST ADDITION
VOL 106 PG 98
(SUED/ 10530)
— CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.02
BLK 16
EAST ADDITION
VOL 106 PG 98
(SUED{ t0530)
S59'2491 "W
20.40'
(CM)
s
0.
os
FOUND 4"X4"
TX DOT ALUMINUM
CAP
(CM) CONTROL MONUMENT
(AS.ita.OR'S DATA)
APPROXIMATE ABSTRACT LINE
F
45' TEMPORARY
WORKSPACE
4
AV
crice
0 J
4,
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(7R 22)
i•
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.06.01
VOL 2186 PG 37
OR 23)
(CIA)
COMBINED SCALE FACTOR: 1.0001391
V:\52871\ACTIVE\187107355\DRAWING\285JdEAP\EXHIBITS\07355V.285-EXHIBIT-042.04.02.DWG
EASEMENT TABLE
CENTERLINE LENGTH 181.05'
UCENSE AREA 3,621 SF
TEMP. WORKSPACE 8,153 SF
ADD'L WORKSPACE N/A
pig/1
10.97 RDS
0.083 AC
0.187 AC
N/A
DOWNTOWN DESIGN SERVICES, INC.
Stantec Consulting Inc.
2830 SE Loop 820
Ft Worth, TX 78140
Td. 8 7.203.1910
Fax. 817.2911990
m,.etant.o.com
REV.
DATE I BY
APP,
DESCRIPIIDN
1
DRAWN
HY
'CHEBCKEDY
PROJECT
EHGNW
15EHEC11A➢ON
'APPROVED
WY
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.04.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
UCENSE AREA
MERCADO TO ARC PARK
JSS
01/13/10
PERT 01/14/10
SCALE: C — 50'
0 25' 50'
SHEET 2 OF 5
EXHIBIT
PROPERTY DESCRIPTION OF LICENSE AGREEMENT
A 20—FOOT LICENSE AGREEMENT ACROSS A PORTION OF BLOCK 16 AND THE 25' RIGHT—OF—WAY
OF FORMER WATER STREET EAST ADDITION FILED IN VOLUME 106 AT PAGE 98 OF THE RECORDS
OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT 307,
DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID BLOCK 16 FROM WHICH A FOUND 1/2" IRON
MONUMENTING THE EASTERLY RIGHT—OF—WAY UNE OF INTERSTATE 35W SHOWN ON STATE PROJECT
NUMBER I35W-5(5)425 BEARS S1915'13"E 107.87 FEET;
THENCE ALONG SAID EASTERLY RIGHT—OF—WAY LINE THE FOLLOWING TWO (2) COURSES;
1. N19'15'13"W 44.49 FEET;
2. THENCE N15'30'30"W 136,53 FEET TO THE NORTHERLY RIGHT—OF—WAY LINE OF FORMER
WATER STREET FILED IN VOLUME 106 AT PAGE 98;
THENCE ALONG SAID RIGHT—OF—WAY LINE OF FORMER WATER STREET N59'24'11"E 20.71 FEET;
THENCE PARALLEL WITH AND 20 FEET EASTERLY FROM SAID EASTERLY RIGHT—OF—WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. S15'30'30"E 141.28 FEET;
2. THENCE 51915'13"E 39.82 FEET TO THE SOUTHERLY BOUNDARY OF SAID BLOCK 16;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5924'11"W 20.40 FEET TO THE POINT BEGINNING;
CONTAINING 3,621 SQUARE FEET OR 0.083 ACRES, MORE OR LESS.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE
V: \52671 \ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.04.02.DWG
SEE SHEET 2 FOR
EASEMENT INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
eptl
gipp'
Stantec Consulting Inc.
2830 SE Loop 820
Ft. Worth, TX 76140
Tel. 617.293.1910
Fax. 817.293.1090
wn..tantx.00rn
REY. DATE
DESCRIPTION
1
1
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECDON
HEAD
APPROVED
RY
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.04.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/13/10 SCALE: 1' es N/A
PEM 01/14/10
SHEET 3 OF 5
CITY OF FORT WORTH
TRACT
TX— TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 1, 2 AND 3
(m tB)
6N
p6•
pc,
N1915'13"W
39.82'
POINT OF
BEGINNING
FOUND 1/2"
IRON ROD
INTERSTATE HWY 35W
(ROW VARIES)
l5—/o
EXHIBIT
CITY OF FORT WORTH
BLOCK 15 EAST ADDITION
VOL 106 PG 98
(SURD/ 10530)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.04.02
BLK 16
EAST ADDITION
VOL 106 PG 98
(SURD/ 10530)
45' TEMPORARY
WORKSPACE
8,153 S.F.
0.187 AC±
S19'15'13"E
29.33'
4
cott
J
•
S59'24'11 "W
45.90' CITY OF FORT WORTH
TRACT TX— TARR—MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(1R 22)
FOUND 4"X4"
TX DOT ALUMINUM
CAP
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
tot
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.06.01
VOL 2186 PG 37
OR 23)
(CM)
COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ACTIVE\187107355\DRAWL NG\2B5JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.04.02. DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
EASEMENT INFORMATION
C3S1
DOWNTOWN DESIGN SERVICES, INC.
Stanton Consulting Inc.
2830 SE Lnap 820
R. Worth, IX 76140
TN. 817.283.1910
Fax. 817.293.1990
matontac.ccm
REV. DATE
BY' APP.
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—M EAP— 042. 04.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRANK
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
AY
JSS 01/13/10
PEJ1 01/14/10
SCALE: 1' a 100'
0 50' 100'
SHEET 4 OF 5
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE
A 45-FOOT TEMPORARY WORKSPACE ACROSS A PORTION OF BLOCK 16 AND THE 25'
RIGHT-OF-WAY OF FORMER WATER STREET EAST ADDITION FILED IN VOLUME 106 AT PAGE 98 OF
THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF SAID BLOCK 16 FROM WHICH A FOUND 1/2" IRON
MONUMENTING THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT
NUMBER 135W-5(5)425 BEARS S09'07'07"E 113.66 FEET;
THENCE PARALLEL WITH AND 20 FEET EASTERLY FROM SAID EASTERLY RIGHT-OF-WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. N19'15'13"W 39.82 FEET;
2. THENCE N15'30'30"W 141.26 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF FORMER
WATER STREET FILED IN VOLUME 106 AT PAGE 98;
THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE N5924'11"E 46.61 FEET;
THENCE PARALLEL WITH AND 65 FEET EASTERLY FROM SAID EASTERLY RIGHT-OF-WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. S15'30'30"E 151.93 FEET;
2. THENCE S19'15'13"E 29.33 FEET TO THE SOUTHERLY BOUNDARY OF SAID BLOCK 16;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5924'11"W 45.90 FEET TO THE POINT BEGINNING;
CONTAINING 8,153 SQUARE FEET OR 0.187 ACRES, MORE OR LESS.
BASIS OF BEARING: THE NORTHERLY RIGHT-OF-WAY LINE OF FORMER WATER STREET EAST
ADDITION FILED IN VOLUME 106 AT PAGE 98 OF THE TARRANT COUNTY RECORDS BEARS
S59'24'11"W (GRID) IN THE STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM
AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND
CORRECT.
DATE OF SURVEY:
2/26/09-1/04/10
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
PAUL E. MANNEL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5533
DATE OF SIGNATURE: /-i5'-20/0
COMBINED SCALE FACTOR: 1.0001391
V: \52871\ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.04.02.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
EASEMENT INFORMATION
col
DOWNTOWN DESIGN SERVICES, INC.
f " Stantec Consulting Inc.
28- Ft. SE leap 720
61
t Fa Worth. 3. 710140
TFar. 817.293. 90
Pox. toMtc.con
90
�a".alaMec.<om
REV.
DATE
BY APP.
DESCRIPTION
PROPOSED PIPEIJNE CROSSING
TRACT TX- TARR-MEAP-042.04.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
DRBYAWN
CHECKED
DY
IPROJECT
ENGINEER
SECTION
EAD N
IAPPROYED
RY
JSS
PEN
SCALE: 1' -N/A
SHEET 5 OF 5
EXHIBIT
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.03.01
VOL 2473 PG 192
(TR 17)
4
A ate
A le
� J
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(7R 18)
BLK 7
TARRANT COUNTY WATER
CONTROL AND IMPROVEMENT
DISTRICT N0. 1
VOL 2182 PG 48
(TR 3)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.05.01-042.07.01
VOL 1981 PG 622
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042 04.02
EAST ADDITION
VOL 106 PG 98
(suBDO 10530)
r
0 is
4.
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.07.01.01
LOTS 1-6 BLK 1
WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBDJ' 45290)
1304
3 %d'
"?`
CITY OF FORT WORTH
TRACT
TX—TARR—MEAP-042.07
BLK 7
WATSONS ADDITION
VOL 204A PG 83
(SUBD# 45290)
TARRANT COUNTY
6*) WATER CONTROL
AND IMPROVEMENT
DISTRICT NO. 1
VOL 2195 PG 565
(SUBD# 45290)
CITY OF FORT WORTH
LOTS 5 & 6 BLK 6
WATSONS ADDITION
VOL 204A PG 83
VOL 2583 PG 416
(SUED; 45290)
CITY OF FORT WORTH
TRACT TX—TARR—MEAP-042.07.02
LOTS 1-4 & 7-9 BLK 6 WATSONS
ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBD/ 45290)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
--APPROXIMATE ABSTRACT UNE
V: \52871\ACTIVE\187107355\DRAWING\2B5JAEAP\EXHIBITS\07355t285-EXHIBIT-042.05.01-42.07.01.DWG
TEXAS MIDSTREAM GAS SERVICES
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel: 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
2 103/02/11 JSS I TF
1 IO2/25/11SJDAI TF
REV. I DATE I BY I APP.
REVISED WORKSPACES
REVISED WORKSPACES
DESCRIPTION
83
PROPOSED PIPELINE CROSSING
TRACT TX—TARR—MEAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRANK
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/14/10) SCALE: 1' = 150'
PEH 01/15/10
0 75' 150'
1
SHEET 1 OF 7
i
GGfj
i
N59'24'11 "E
20.40'
FOUND 1/2"
IRON ROD (CM)
W/ ALUMINUM
DISK
N30'09'33"W
38.34'
POINT OF
BEGINNING
INTERSTATE 35W
(ROW VARIES)
FOUND 4"X4"
ALUMINUM CAP
TXDOT
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.02
EAST ADDITION
VOL 106 PG 98
(SUBD# 10530)
45' TEMPORARY
WORKSPACE #1
20' LICENSE
AREA #1
2,925 S.F.
\ 0.067 AC
\
S30'09'33"E
36.28'
\,
O
S59'24'11 "W
20.00'
(CM)
t S34'46'34"E
.s irk, 26.97'
'S
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
OR 22)
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.07.02
LOTS 1-4 & 7-9 BLK 6 WATSONS
ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUED# 45290)
CITY OF FORT WORTH
TRACT TX- TARR-M EAP- 042.06.01
VOL 2186 PG 37
OR 23)
N5924'11 "E
20.05'
POINT OF
BEGINNING
N34'46'34"W
38.84'
TEMPORARY
WORKSPACE #3
FOUND 2-1/2"
BRASS CAP
TXDOT
(CM)
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.07.01.01
LOTS 1-6 BLK 1
WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBDJ 45290)
_ LICENSE AREA #2
1,396 S.F.
0.032 AC
\
Aker bR 1.
'C` OF-0:4`PG
t� €1y'L
P
TEMPORARY O` y \claa 27)
2 WORKSPACE K,39-' JO\' t
S89'46'32"E
48.35'
S5915'42"W
38.87'
1
N89'46132"W
25.43' - BLOCK 1
2
3
N‘
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE FACTOR: 1.0001391
V: \52871 \ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.05.01-42.07.O1.DWG
LICENSE AREA TABLE
CENTERLINE LENGTH 216.02 FT 13.09 RDS
LICENSE AREA 4,321 SF 0.099 AC
TEMP. WORKSPACE 46,478 SF 1.067 AC
ADD'L WORKSPACE N/A N/A
00f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
2 I0003/02/1� JSS 11F
1 ry2/25/1 SJTMI
��I7F
REV. DATE BY I APP.
REVISED WORKSPACES
REVISED WORKSPACES
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP- 042.05.01- 042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/14/10 SCALE 1' =60'
PE4 01/15/10
0 30' 60'
SHEET 2 OF 7
d
EXHIBIT
PROPERTY DESCRIPTION OF LICENSE AREA #1
A 20-FOOT LICENSE AREA ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT
PAGE 622 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T
CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 2186 AT PAGE 37 OF THE TARRANT COUNTY RECORDS AND THE EASTERLY RIGHT OF WAY
LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 FROM WHICH A
FOUND 4"X4" ALUMINUM CAP MONUMENTING SAID EASTERLY RIGHT OF WAY LINE BEARS
S30'09'33"E 113.68 FEET;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING TWO (2) COURSES;
1. N30109'33"W 38.34 FEET TO A FOUND 1/2" IRON ROD WITH AN ALUMINUM DISK;
2. THENCE N1915'13"W 107.87 FEET TO THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED
IN VOLUME 1961 AT PAGE 622;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'24'11"E 20.40 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. S1915'13"E 109.97 FEET;
2. THENCE S30'09'33"E 36.28 FEET TO THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED
IN VOLUME 2186 AT PAGE 37;
THENCE ALONG SAID NORTHERLY BOUNDARY S5924'11"W 20.00 FEET TO THE POINT BEGINNING;
CONTAINING 2,925 SQUARE FEET OR 0.067 ACRES.
PROPERTY DESCRIPTION OF LICENSE AREA #2
A 20 FOOT LICENSE AREA ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT
PAGE 622 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T
CROWLEY SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 21886 AT PAGE 37 OF THE TARRANT COUNTY RECORDS AND THE EASTERLY RIGHT OF WAY
LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 FROM WHICH A
FOUND 4"X4" ALUMINUM CAP MONUMENTING SAID EASTERLY RIGHT OF WAY LINE BEARS
N34'46'34"W 70.51 FEET;
THENCE ALONG SAID SOUTHERLY BOUNDARY N5924'11"E 20.05 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE
S34'46'34"E 26.97 FEET;
THENCE S89'46'32"E 48.35 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 1961 AT PAGE 622;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5915'42"W 38.87 FEET;
THENCE N89'46'32"W 25.43 FEET TO SAID EASTERLY RIGHT OF WAY LINE;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE N34'46'34"W 38.84 FEET TO THE POINT
BEGINNING;
CONTAINING 1,396 SQUARE FEET OR 0.032 ACRES.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR:
V: \52871\ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V,285-EXHIBIT-042.05.01-42.07.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
OC/ j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax' 817-744-7929
www.downtown—desian.com
2 I03/02/11 JSS TF
1 IO2/25/11ISJIU TF I
REV.I DATE I BY APP.I
REVISED WORKSPACES
REVISED WORKSPACES
DESCRIPTION
DRAM
BY
CHECKED
BY
PROJECT
-ENGINEER
SECTION
HEAD
APPROVED
AY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-M EAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/14/10 SCALE: 1' =N/A
PEN 01/15/10
SHEET 3 OF 7
I
�1
20' LICENSE
AREA #1
FOUND 1/2"
IRON ROD (CM)
W/ ALUMINUM
DISK
N30'09'33"W
36.28'
LINE
1
2
3
4
5
6
7
8
9
INTERSTATE 35W
(ROW VARIES)
FOUND 4"X4"
ALUMINUM CAP
TXDOT
LINE TABLE
BEARING
N59'24'11"E
S44'52'13"E
N89'46'32"W
N34'46'34"W
S89'46'32"E
S5915'42"W
N3446'34"W
S5924'11"W
N34'46'34"W
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.02
EAST ADDITION
VOL 106 PG 98
(SUED# 10530)
TEMPORARY
WORKSPACE #1
6,281 SF
0.144 AC
S21'37'18"E
17.29'
POINT OF
BEGINNING
S5924'11 "W
20.00'
0<6 Y' POINT OF
13 CPA BEGINNING
0
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(TR 22)
CITY OF FORT WORTH -
TRACT TX-TARR-MEAP-042.07.02
LOTS 1-4 & 7-9 BLK 6 WATSONS
ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SURD/ 45290)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(TR 23)
DISTANCE
17.24'
43.81'
30.36'
26.97'
25.43'
20.88'
13.11'
20.05'
38.84'
(CM)
V55
POINT OF
BEGINNING
TEMPORARY
WORKSPACE #3
137 SF
0.003 AC
FOUND 2-1/2"
BRASS CAP
TXDOT
(CM)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.07.01.01
LOTS 1-6 BLK 1
WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBD/ 45290)
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
TEMPORARY
WORKSPACE #2
701 SF
0.016 AC
1
20' LICENSE
BLOCK 1
3
e 1 p1
ONek
Cy pF 'coOk`Lpp 09.
e
C'\ t�Pe*avi ti21
;Cr
�� l�
AREA #2
COMBINED SCALE FACTOR: 1.0001391
V; \52871\ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V-285—EXHIBIT-042.05.01-42.07.01.DWG
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
CCfj
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desion.com
2 103/02/11 JSS
1 IO2/25/11ISJTM
REV. I DATE I BY
h
TF
APP.
REVISED WORKSPACES
REVISED WORKSPACES
DESCRIPTION
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAM
BY
CHECKED
BY
PROJECT
ENGINEER
SEC11ON
HEAD
APPROVED
RY
JSS 01/14/10 SCALE: Y =60'
PELT 01/15/10
0 30' 60'
SHEET 4 OF 7
LICENSE
AREA #1
•
FOUND 1/2"
IRON ROD
W/ ALUMIDISK (CM)
\
EXHIBIT
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
OR 22)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.02
EAST ADDITION
VOL 106 PG 98
(SURD{ 10530)
TEMPORARY
- WORKSPACE #1
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.07.02
LOTS 1-4 & 7-9 BLK 6 WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBD/ 45290)
CITY OF FORT WORTH
Fy TRACT TX- TARR-MEAP-042.06.01
VOL 2186 PG 37
'•p�u'� r G7� OR 23)
FOUND 4"X4"
ALUMINUM CAP
TX DOT
LICENSE AREA #2
INTERSTATE 35W
(ROW VARIES)
TEMPORARY
WORKSPACE #3
FOUND 2-1/2
BRASS CAP
TXDOT
(CM)
CITY OF FORT WORTH
TRACT TX- TARR-MEAP-042.07.01.01
LOTS 1-6 BLK 1
WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBD# 45290)
•
11i
TEMPORARY „\\X
WORKSPACE #2 lep
95<Pe"- BLOCK 63
2 \
POINT OF -
BEGINNING
(CM)\
1
- 0.-
� AG
BLOCK 1 P y
2 %
LINE#
L10 N1419'2811W
L11 N59424'11"E
L12 N34'06'04'W
L13 N1419'28'W
L14 N74'13'56'E
L15 S1110'45'W
kik
4
TEMPORARY
WORKSPACE #4
39,359 SF
0.904 AC
LINE TABLE
z
12
v
ApR�p� p2
P
.(oPGS t1vzcsO gNi 29\
i
BLOCK 5 17
BEARING DISTANCE
53.18'
10.46'
29.68'
207.83'
186.33'
53.07'
LINE#
L16
L17
L18
L19
4
3 \
LINE TABLE
BEARING
S11636'29'E
S27'08'33"W
N6502'38'W
S4738'15"W
L20 S3719'02'E
L21 S5915'43"W
K
DISTANCE
115.04'
40.24'
37.02'
18.55'
89.91'
126.29'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871\AC1IVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.05.01-42.07.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
CC f f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 78117
Tel 817-744-7927
Fax 817-744-7929
www.downtown—desian.com
2 I03/02/14 JSS
1 IO2/25/11ISJi1A
REV.I DATE I BY
TF
TF
APP.
REVISED WORKSPACES
REVISED WORKSPACES
DESCRIPTION
PROPOSED PIPEUNE CROSSING
TRACT TX-TARR-MEAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
AY
JSS 01/14/10
PEN 01/15/10
SCALE: 1' =100'
0 50' 100'
SHEET 5 OF 7
N
EXHIBIT
DFSCRIPTION OF TEMPORARY WORKSPACE #1
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT PAGE 622
OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37 OF THE
TARRANT COUNTY RECORDS FROM WHICH THE INTERSECTION OF SAID NORTHERLY BOUNDARY AND THE
EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER 135W-5(5)425
BEARS S5924'11"W 20.00 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. N30'09'33"W 36.28 FEET;
2. THENCE N1915'13"W 109.97 FEET TO THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN
VOLUME 1961 AT PAGE 622;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'24'11"E 45.90 FEET;
THENCE S18'06'59"E 130.09 FEET;
THENCE S21'37'18"E 17.29 FEET TO THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186
AT PAGE 37;
THENCE ALONG SAID NORTHERLY BOUNDARY S59'24'11"W 36.99 FEET TO THE POINT BEGINNING;
CONTAINING 6,281 SQUARE FEET OR 0.144 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE #2
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT PAGE 622
OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS
BEGINNING ON THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37 OF THE
TARRANT COUNTY RECORDS FROM WHICH THE INTERSECTION OF SAID SOUTHERLY BOUNDARY AND THE
EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425
BEARS S59'2411"W 20.05 FEET;
THENCE ALONG SAID SOUTHERLY BOUNDARY N5924'11"E 17.24 FEET;
THENCE S44'52'13"E 43.81 FEET;
THENCE N89'46'32"W 30.36 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE N34'46'34"W
26.97 FEET TO THE POINT BEGINNING;
CONTAINING 701 SQUARE FEET OR 0.016 ACRES.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
- APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR:
V: \52871\ACTIVE\187107355\DRAWING\2853MEAP\EXHIBITS\07355V 285-EXHIBIT-042.05.01-42.07.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
2 03/02/11I JSS I TF
1 02/25/1 SJ11A TF
REV. DATE BY APP.
REVISED 1ORKSPACES
REVISED WORKSPACES
DESCRIPTION
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF' TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/14/10 SCALE: 1' =N/A
PEN 01/15/10
SHEET 6 OF 7
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE #3
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT PAGE
622 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS
BEGINNING ON THE EASTERLY RIGHT OF WAY OF INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER
135W-5(5)425 FROM WHICH THE INTERSECTION OF SAID EASTERLY RIGHT OF WAY AND THE SOUTHERLY
BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37 OF THE TARRANT COUNTY
RECORDS BEARS N34'46'34"W 38.84 FEET;
THENCE S89'46'32"E 25.43 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
1961 AT PAGE 622;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5915'42"W 20.88 FEET TO SAID EASTERLY RIGHT OF WAY;
THENCE ALONG SAID EASTERLY RIGHT OF WAY N34'46'34"W 13.11 FEET TO THE POINT BEGINNING;
CONTAINING 137 SQUARE FEET OR 0.003 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE #4
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 1961 AT PAGE
622 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS
BEGINNING ON THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 1961 AT PAGE 622
FROM WHICH AN ANGLE POINT IN INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425
MONUMENTED BY A FOUND 2-1/2" TXDOT BRASS CAP BEARS S56'00'21"W 310.11 FEET;
THENCE N14'19'28"W 53.18 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
2186 AT PAGE 37 OF THE TARRANT COUNTY RECORDS;
THENCE ALONG THE SOUTHERLY AND EASTERLY BOUNDARY OF SAID PARCEL THE FOLLOWING TWO (2)
COURSES;
1. THENCE N59'24'11"E 10.46 FEET;
2. THENCE N34'06'04"W 29.68 FEET;
THENCE N1419'28"W 207.83 FEET;
THENCE N7413'56"E 186.33 FEET;
THENCE S11'30'45"W 53.07 FEET;
THENCE S1116'29"E 115.04 FEET;
THENCE S27'08'33"W 40.24 FEET;
THENCE N65'02'38"W 37.02 FEET;
THENCE S4718'15"W 18.55 FEET;
THENCE S3719'02"E 89.91 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
1961 AT PAGE 622;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'15'43"W 126.29 FEET TO THE POINT OF BEGINNING;
CONTAINING 39,359 SQUARE FEET OR 0.904 ACRES.
BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: TODD FINCHER
02/26/09-01/04/10 R.P.L.S. NO. 5633
DATE OF SIGNATURE: 03/02/11
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
- APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR:
V: \52871\ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285—EXHIBIT-042.05.01-42.07.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
CC(j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
2 03/02/11I JSS I TF
1 02/25/11ISJDAI IF
REV. DATE I BY I APP.
REVISED VIORKSPACES
REVISED WORKSPACES
DESCRIPRON
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECnoN
HEAD
APPROVED
PY
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.05.01-042.07.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
JSS 01/14/10 SCALE: 1' =N/A
PELT 01/15/10
SHEET 7 OF 7
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.03.01
VOL 2473 PG 192
(7R 17)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.04.01
VOL 2458 PG 75
TRACTS 2 AND 3
(7R t8)
BLK 7
TARRANT COUNTY WATER
CONTROL AND IMPROVEMENT
DISTRICT NO. 1
VOL 2182 PG 48
(7R3)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(7R 22)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.04.02
EAST ADDITION
VOL 106 PG 98
(SURD; 10530)
r eA
p
tuk
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.07.01.01
LOTS 1-6 BLK 1
WATSONS ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SUBDif 45290)
0.44
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.07
BLK 7
WATSONS ADDITION
VOL 204A PG 83
(SUED/ 45290)
TARRANT COUNTY
WATER CONTROL
AND IMPROVEMENT
DISTRICT NO. 1
VOL 2195 PG 565
(SURD/ 45290)
CITY OF FORT WORTH
LOTS 5 & 6 BLK 6
WATSONS ADDITION
VOL 204A PG 83
VOL 2583 PG 416
(SUBDIf 45290)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.07.02
LOTS 1-4 & 7-9 BLK 6 WATSONS
ADDITION
VOL 204A PG 83
VOL 2771 PG 53
(SURD 45290)
BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83
COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
V: \52871\ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.06.01.DWG
TEXAS MIDSTREAM GAS SERVICES
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
2 103/02/11 JAMI 1F ADD TEMP WORKSPACE
1 102/25/11 SCO I TF CHANGED TEMP WORKSPACE
www.downtown—desian.com ' REV. I DATE BY I APP.
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.06.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRAM
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/15/10 SCALE; 1' =150'
PEM 01/15/10
0 75' 150'
SHEET 1 OF 4
i
EXHIBIT
CITY OF FORT WORTH
�1 TRACT TX- TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(TR 22)
FOUND 1/2"
IRON ROD (CM)
W/ ALUMINUM
DISK
N30'09'33"W
38.34'
N59'24'11"E
20.00'
POINT OF
BEGINNING 0
TEMPORARY
WORKSPACE
2G0 TINF o
nF
INTERSTATE 35W
(ROW VARIES)
R.
FOUND
4"X4" TXDOT
ALUMINUM CAP
20' LICENSE AREA
3,684 S.F.
0.085 AC
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(TR 23)
S59'24'11 "W
20.05'
O0� *uc 1/Gk2.
o' KO:YD& Gl-ct
pQ roN 0)
Fe/ 4G� 19(
PROPERTY DESCRIPTION OF LICENSE AREA
A 20.00 FOOT LICENSE AGREEMENT ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2186 AT
PAGE 37 OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY
SURVEY, ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
2186 AT PAGE 37 OF THE TARRANT COUNTY RECORDS AND THE EASTERLY RIGHT OF WAY LINE OF
INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER 135W-5(5)425 FROM WHICH A FOUND 1/2" IRON ROD
WITH ALUMINUM DISK MONUMENTING SAID EASTERLY RIGHT OF WAY LINE BEARS N30'09'33"W 38.34 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'24'11"E 20.00 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. S30'09'33"E 113.03 FEET;
2. THENCE S34'46'34"E 71.17 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'24'11"W 20.05 FEET TO SAID EASTERLY RIGHT OF WAY
LINE;
THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE THE FOLLOWING TWO (2) COURSES;
N34'46'34"W 70.51 FEET TO A FOUND 4"X4" ALUMINUM TX DOT CAP;
2. THENCE N30'09'33"W 113.68 FEET TO THE POINT BEGINNING;
LICENSE
CENTERLINE LENGTH
LICENSE AREA
TEMP. WORKSPACE
ADD'L WORKSPACE
CONTAINING 3,684 SQUARE FEET OR 0.085 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE COMBINED SCALE
V: \52871 \ACTIVE\187107355\DRAW NG\285-MEAP\EXHIBITS\07355V_285-EXHIBIT-042.06.01.DWG
AREA TABLE
184.19' 11.16 RDS
3,684 SF 0.085 AC
4,566 SF 0.105 AC
N/A N/A
0 0r
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE SUITE F
HALTOM CITY, TX 76117
Tel 817-74 —7927
Fax: 817-74 —7929
www.downtown—desian.com
2
1
REV.
03/02/ill A U 1F
02/25/111 SCO TF
DATE I BY APP.
ADD TEMP WORKSPACE
CHANGED TEMP WORKSPACE
DESCRIPTION
FACTOR: 1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX- TARR- MEAP-042 06 01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RV
JSS 01/15/10
PEN 01/15/10
SCALE: 1e =60'
0 30' 60'
SHEET 2 OF 4
(CM)
N57'48'10"W
43.11'
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042 05 01-042.07.01
VOL 1961 PG 622
OR 22)
FOUND 1/2" IRON ROD
W/ ALUMINUM DISK
POINT OF BEGINNING
N59'24'11"E
36.99'
o+.
(CM)
FOUND
4"X4" TXDOT
ALUMINUM CAP
20' LICENSE
AREA
TEMPORARY
WORKSPACE #1
4,411 S.F.
0.101 AC
CITY OF FORT WORTH /
TRACT TX-TARR-MEAP-042.06.01/ y'IZ
VOL 2186 PG 37
OR 23) /40
566 09
/
s
S44'52'13"E
12.42'
S59'24'11 "W
17.24'
POINT OF
BEGINNNING
TEMPORARY
WORKSPACE #2
155 SF
0.004 AC
01
AP ON2•
01 .
\� OF 4okq,QG 69,2
G
LINE TABLE
I LINE# BEARING DISTANCE
I L1 N14'19'28"W 30.86'
I L2 S34'06'04"E 29.68'
I L3 S5924'11"W 10.46'
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871\ ACTIVE \187107355\DRAWING\285_)AEAP\EXHIBITS\07355V_285-EXHIBIT-042.06.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
00t1
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-74 —7927
Fax: 817-744-7929
www.downtown—desian.com
2 03/02/11 AIM
1 02/25/11 SCO
REV. DATE BY
TP
ADD TEMP WORKSPACE
TF I CHANGED TRAP WORKSPACE
APP. ( DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.06.01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAM
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
AY
JSS 01/15/10
PE1A 01/15/10
SCALE: 1' = 60'
0 30' 60'
SHEET 3 OF 4
EXHIBIT
i
�i
DESCRIPTION OF TEMPORARY WORKSPACE #1
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37
OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37
FROM WHICH A FOUND 1/2" IRON MONUMENTING THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 35W
SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 BEARS N57'48'10"W 43.11 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'24'11"E 36.99 FEET;
THENCE S21'36'11"E 122.38 FEET;
THENCE S3118'53"E 51.10 FEET;
THENCE S44'52'13"E 12.42 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S5924'11"W 17.24 FEET;
THENCE PARALLEL WITH AND 20.00 FEET EASTERLY FROM SAID EASTERLY RIGHT OF WAY LINE THE
FOLLOWING TWO (2) COURSES;
1. N34'46'34"W 71.17 FEET;
2. THENCE N30'09'33"W 113.03 FEET TO THE POINT BEGINNING;
CONTAINING 4,411 SQUARE FEET OR 0.101 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE #2
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37
OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE EASTERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2186 AT PAGE 37 FROM
WHICH A FOUND 4"X4" TXDOT ALUMINUM CAP MONUMENTING THE EASTERLY RIGHT OF WAY LINE OF
INTERSTATE 35W SHOWN ON STATE PROJECT NUMBER I35W-5(5)425 BEARS S66'09'50"W 345.72 FEET;
THENCE ALONG SAID EASTERLY BOUNDARY S34'06'04"E 29.68 FEET TO THE SOUTHERLY BOUNDARY OF
SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S59'24'11"W 10.46 FEET;
THENCE N1419'28"W 30.86 FEET TO THE POINT OF BEGINNING;
CONTAINING 155 SQUARE FEET OR 0.004 ACRES.
BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY: TODD FINCHER
02/26/09-01/04/10 R.P.L.S. NO. 5633
DATE OF SIGNATURE: 03/02/11
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
- APPROXIMATE ABSTRACT LINE
COMBINED SCALE FACTOR: 1.0001391
V: \52871\ACTIVE\187107355\DRAWING\285-HEAP\EXHIBITS\07355V_285-EXHIBIT-042.06.01.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
CCf j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
DRAWN
BY
CHECKED
BY
PROECT
ENGINEER
1 102/25/11I SCOT IF I CHANGED TEMP WORKSPACE SECTION
HERD
REV. I DATE I BY I API'.I DESCRIPTION APPROVED
BY
PROPOSED PIPELINE CROSSING
TRACT DC- TARR-MEAP-042 06 01
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
JSS 01/15/10 SCALE 1' = 60'
PELI 01/15/10
0 30' 60'
SHEET 4 OF 4
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.05.01-042.07.01
VOL 1961 PG 622
(7R 22)
yJQ- CITY OFTRFOORRT WORTH
• TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(7R 23)
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.07.02
LOTS 1-9 BLK 6
WATSONS ADDITION
VOL 204A PG 83
(SUED! 45290)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.07.01.01
BLOCK 1
WATSONS ADDITION
VOL 204A PG 83
(SURD/ 45290)
CITY OF FORT WORTH
BLOCK 2
WATSONS ADDITION
VOL 204A PG 83
VOL 2214 PG 249
(SURD/ 45290)
2 \\
TARRANT COUNTRY
WATER CONTROL
AND IMPROVEMENT
DISTRICT NO. 1
LOT 10 8LK 6
WATSONS ADDITION
VOL 204A PG 83
VOL 2195 PG 565
(SURD/ 45290)
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE
NAD 83 COORDINATES STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT UNE
V: \52871\ACTIVE\187107355\DRAWING\285_MEAP\EXHIBITS\07355V_285-EXHIBIT-042.07.01.01-042.07.02.DWG
TEXAS MIDSTREAM GAS SERVICES
CC/ j
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5
4
3
2
1
REV.
03/02/11 SJTM TF
02/25/11 JMM TF
02/14/11 SJ,MI TF
01/18/11 ADA I TF
08/17/10 JSS I TF
DATE BY I APP.
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
DESCRIP110N
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.07.01.01-042.07.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/15/10 SCALE: Y =100'
PEM 01/15/10
0 50' 100'
SHEET 1 OF 5
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(7R 23)
CITY OF FORT WORTH
TRACT
TX-TARR-M EAP-042.07.02
LOTS 1-9 BLK 6
WATSONS ADDITION
VOL 204A PG 83
(SUBDI 45290)
POINT OF
BEGINNING
N5915'42"E
38.87'
S89'46'32"E
16.26'
•-
4
Olt 44v
)
•
LICENSE AREA TABLE
CENTERLINE LENGTH
LICENSE AREA
TEMP. WORKSPACE
ADD'L. WORKSPACE
353.74 FT
7,075 SF
25,002 SF
N/A
C Cf'
(CM)
FOUND 3/4"
IRON ROD
FOUND 2-1/2"
TXDOT BRASS CAP
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT UNE
21.44 RDS
0.162 AC.
0.574 AC
N/A
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5 03/02/11 SJTM TF
4 02/25/11 JMM TF I
3 02/14/11 SJTM TF I
2 01/18/11 AIM TF
1 08/17/10 JSS TF
REV. DATE BY APP.I
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
DESCRIPTION
p,
co?' pEy 00,
O
of *ott�ep by2
G\ct oc,\scaN 1,21
O�
GOOD4. G� 50\�p3
PG�e �P E Ps('
0 P eo )
0
1� 0� >O
fit �1 Pe
COMBINED SCALE FACTOR: 1.0001391
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.07.01.01 042.07.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AREA
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/15/10
PEM 01/15/10
SCALE: 1" = 80•
0 30' 60'
SHEET 2 OF 5
EXHIBIT
PROPERTY DESCRIPTION OF LICENSE AREA
A 20.00 FOOT LICENSE AREA ACROSS A PORTION OF LOT 1 BLOCK 1, LOTS 1-5 BLOCK 6, FORMER
PURVIS AVENUE AND FORMER LYONS AVENUE WATSON ADDITION FILED IN VOLUME 204A AT PAGE 83
ALSO DESCRIBED IN VOLUME 2771 AT PAGE 53 AND VOLUME 2583 AT PAGE 416 ALL OF THE
RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF LOT 1 BLOCK 1 WATSON ADDITION FILED IN VOLUME
204A AT PAGE 83 FROM WHICH A FOUND 2-1/2" TXDOT BRASS CAP ON THE EASTERLY RIGHT OF
WAY LINE OF HIGHWAY 287 FILED IN VOLUME 3529 AT PAGE 562 OF THE TARRANT COUNTY RECORDS
BEARS S1738'52"W 26.28 FEET;
THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT 1 N5915'42"E 38.87 FEET;
THENCE S89'46'32"E 16.26 FEET;
THENCE N69'53'51"E 248.99 FEET;
THENCE S5615'50"E 83.34 FEET TO THE TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED
IN VOLUME 2583 AT PAGE 416;
THENCE ALONG SAID SOUTHERLY BOUNDARY S60'03'24"W 22.31 FEET;
THENCE N5615'50"W 63.29 FEET;
THENCE S69'53'S1"W 242.42 FEET;
THENCE N89'46'32"W 53.18 FEET TO THE POINT BEGINNING;
CONTAINING 7,075 SQUARE FEET OR 0.162 ACRES.
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE
V: \52871\ ACTIVE \187107355\DRAVANG\285_MEAP\EXHIBITS\07355V-285-EXHIBIT-042.07.01.01-042.07.02.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
flO f f
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
REV.
5 03/02/11 SJ1M' TF
4 02/25/I1l AIM I TF
3 02/14/11ISJTMI lF
2 01/18/11 LRAM I IF
1 08/17/1ol JSS I TF I
DATE I BY I APP.I
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.07.01.01 042.07.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RV
JSS 01/15/10
PEM 01/15/10
SCALE: 1" = N/A
SHEET 3 OF 5
EXHIBIT
CITY OF FORT WORTH
TRACT TX-TARR-MEAP-042.06.01
VOL 2186 PG 37
(TR 23)
CITY OF FORT WORTH
TRACT
TX-TARR-MEAP-042.07.02
LOTS 1-9 BLK 6
WATSONS ADDITION
VOL 204A PG 83
(SUBD/ 45290)
POINT OF
BEGINNING #1 oct ,ph QG
409\cps 221
*et-
gyp\ . (Sit
a*��PR
N5915'42"E
20.88'
89°46'32"E
53.18'
CM)
N89'46'32"W
55.46'
-p
•
4
tit 441v
4
FOUND 3/4"
IRON ROD
pN2.
ORS p1 OF p.c
(CM)
01
FOUND 2-1/2"
TXDOT BRASS CAP
\5
L9. G�\
d%0
F
POINT OF
BEGINNING #2
S60'03'24"W
25.98'
S29'56'36"E
37.70'
Nk
Lss, p O Z \
Lis
Q
P4'
NOS
cootd
(CM) CONTROL MONUMENT
(ASSESSOR'S DATA)
APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR: 1.0001391
V: \52871\ACTIVE \187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.07.01.01-042.07.02.DWG
TEXAS MIDSTREAM GAS SERVICES
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE SUITE F
HALTOM CITY, TX 76117
Tel 817-744-7927
Fax: 817-744-7929
www.downtown—desian.com
5 03/02/11 SJTM
4 IO2/25/11 JMM
3 IO2/14/1fISJTM
2 101/18/11 I .1MM
1 I08/17/10I JSS
REV.I DATE I BY
TF REVISED TEMP WORKSPACE
TF I REVISED TEMP WORKSPACE
TF I REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
APP. I DESCRIPTION
TF I
Tr
PROPOSED PIPELINE CROSSING
TRACT TX-TARR-MEAP-042.07.01.01 042.07.02-
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
MERCADO TO ARC PARK
DRAWN
BY
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/15/10
PEM 01/15/10
SCALE: I. = 80•
0 30' 60'
SHEET4 0F5
EXHIBIT
DESCRIPTION OF TEMPORARY WORKSPACE #1
A TEMPORARY WORKSPACE ACROSS A PORTION OF BLOCKS 1, 5, AND 6 AND FORMER LYONS AVENUE
AND FORMER PURVIS AVE WATSON ADDITION FILED IN VOLUME 204A AT PAGE 83 ALSO DESCRIBED IN
VOLUME 2771 AT PAGE 53, VOLUME 2583 AT PAGE 416 AND VOLUME 2691 AT PAGE 594 ALL OF THE
RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY, ABSTRACT
307, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID BLOCK 1 FROM WHICH A FOUND 2-1/2" TXDOT
BRASS CAP ON THE WESTERLY BOUNDARY OF SAID BLOCK 1 BEARS S37'41'47"E 17.49 FEET;
THENCE ALONG THE NORTHERLY BOUNDARY OF SAID BLOCK 1 N59'15'42"E 20.88 FEET;
THENCE S89'46'32"E 53.18 FEET;
THENCE N69'53'51"E 242.42 FEET;
THENCE S5615'50"E 63.29 FEET TO THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME
2583 AT PAGE 416;
THENCE ALONG SAID SOUTHERLY BOUNDARY S60'03'24"W 25.98 FEET TO THE EASTERLY BOUNDARY OF
THE PARCEL DESCRIBED IN VOLUME 2691 AT PAGE 594;
THENCE ALONG SAID EASTERLY BOUNDARY 329'56'36"E 37.70 FEET;
THENCE N56'15'50"W 65.26 FEET;
THENCE S69'53'51"W 229.28 FEET;
THENCE N89'46'32"W 55.46 FEET TO THE WESTERLY BOUNDARY OF SAID BLOCK 1;
THENCE ALONG SAID WESTERLY BOUNDARY N37'41'47"W 37.09 FEET TO THE POINT OF BEGINNING;
CONTAINING 14,072 SQUARE FEET OR 0.323 ACRES.
DESCRIPTION OF TEMPORARY WORKSPACE #2
A TEMPORARY WORKSPACE ACROSS A PORTION OF BLOCK 6 AND FORMER LYONS AVENUE WATSON
ADDITION FILED IN VOLUME 204A AT PAGE 83 ALSO DESCRIBED IN VOLUME 2583 AT PAGE 416 ALL OF
THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE BEN T CROWLEY SURVEY,
ABSTRACT 307, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED IN VOLUME 2583 AT PAGE 416
FROM WHICH THE EASTERLY RIGHT OF WAY LINE OF HIGHWAY 287 FILED IN VOLUME 3529 AT PAGE
562 MONUMENTED BY A FOUND 3/4" IRON ROD BEARS S3611'53"W 349.82 FEET;
THENCE N5615'50"W 83.34 FEET;
THENCE S69'53'51"W 22.72 FEET;
THENCE N14'19'28"W 52.26 FEET TO THE NORTHERLY BOUNDARY OF SAID BLOCK 6;
THENCE ALONG SAID NORTHERLY BOUNDARY N59'15'42"E 96.99 FEET;
THENCE S29"56'36"E 130.25 FEET TO THE SOUTHERLY BOUNDARY OF SAID PARCEL;
THENCE ALONG SAID SOUTHERLY BOUNDARY S607)3'24"W 51.71 FEET TO THE POINT OF BEGINNING;
CONTAINING 10,930 SQUARE FEET OR 0.251 ACRES.
BASIS OF BEARING: BEARINGS SHOWN HEREON ARE BASED ON US STATE PLANE NAD 83 COORDINATES
STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYOR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ATTACHED LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS
WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE AND FROM AN ACTUAL
AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND CORRECT.
DATE OF SURVEY:
02/26/09-08/06/10
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
V: \52871\ACTIVE\187107355\DRAWING\285JAEAP\EXHIBITS\07355V_285-EXHIBIT-042.07.01.01-042.07.02.DWG
TEXAS MIDSTREAM GAS SERVICES
TODD FINCHER
R.P.L.S. NO. 5633
DATE OF SIGNATURE: 03/02/11
SEE SHEET 2 FOR
LICENSE AREA INFORMATION
DOWNTOWN DESIGN SERVICES, INC.
2333 MINNIS DRIVE, SUITE F
HALTOM CITY TX 76117
Tel 817-744-7927
For 817-744-7929
www.downtown—desion.com
5
4
3
2
1
REV.
03/02/11 SJTM TF
02/25/11I JAM I TF
02/14/11ISJDAI 7F
01/18/11 I JMM I TF
08/17/10I JSS 1F
DATE I BY APP.
REVISED TEMP WORKSPACE
REVISED TEMP WORKSPACE
REVISED 7E1P WORKSPACE
REVISED MAP WORKSPACE
REVISED TEMP WORKSPACE
DESCRIPTION
PROPOSED PIPELINE CROSSING
TRACT 1X-TARR-MEAP-042.07.01.01-042.07.02
CITY OF FORT WORTH
COUNTY OF TARRANT, STATE OF TEXAS
DESCRIPTION
MERCADO TO ARC PARK
DRAWN
8Y
CHECKED
BY
PROJECT
ENGINEER
SECTION
HEAD
APPROVED
RY
JSS 01/15/10
PEA 01/15/10
SCALE: 1' =N/A
SHEET 5 OF 5
EXHIBIT "B"
ALIGNMENT SHEET(S)
Open trench and boring areas
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 26 of 27 042.07.01.01 042.07.02
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EXHIBIT "C"
PARK RESTORATION AND RESEEDING SPECIFICATIONS
Natural Gas Pipeline License Agreement Harmon Park- TX-TARR-MEAP- 042.02.01; 042.03.01;
Page 27 of 27 042.07.01.01 042.07.02
SECTION 02300 - EARTHWORK
PART 1 -GENERAL
1.01 SCOPE* Work in this section includes furnishing all labor, materials, equipment, and services
required to construct, shape, and finish earthwork to the required lines, grades, and cross
sections as specified herein and on the plans.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 - Site Preparation.
B. Grading Plan: Refer to plan sheets.
1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The
total cost will be included in the Bid Proposal. Payment will be made on a Lump Sum basis
only.
PART 2 - PRODUCTS
2.01 UNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation,
unless separately designated, withm the limits of the work. Unclassified excavation includes
all material encountered regardless of its nature, or the manner in which it is to be excavated.
2.02 UNCLASSIFIED FILL
A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native
materials removed in unclassified excavation, or similar imported materials, shall be
used insofar as practicable as unclassified fill. Properly deposited, conditioned, and
compacted fill is hereinafter referred to as "earth embankment."
Rock: Minor quantities of rock not greater than four inches in greatest dimension are
pezrziissible in fill materials used to construct earth embankment. Minor quantities of
rock of greater dimensions may be placed in the deeper fills in accordance with the
State Department of Highways and Public Transportation requirements for construction
of rock embankments provided such placement of rock is not immediately adjacent to
structures or piers. Also, rock may be placed in the portions of embankments outside
the limits of the completed graded width where the size of the rock prohibits their
incorporation in the normal embankment layers.
2.03 TOPSOIL - On -Site Topsoil: Topsoil shall consist of an average depth of six inches of native
surface soil left in place after the ground cover of herbaceous vegetation and other -
objectionable matter has been cleared by "blading " as specified in Section 02200 "Site
Preparation " Topsoil may be greater or less than the upper six inches (6") in depth.
EARTHWORK
02300
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1
1
1
1
1
4
1
4
4
4
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4
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0
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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.
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.
Wet Material: If fill material is unsatisfactory for use as embankment solely because of
high moisture content, the Owner may grant the Developer/Contractor permission to
process the material to reduce the moisture content to a usable optimum condition.
EARTHWORK
02300
2-
PART 3 - EXECUTION
3.01 SITE PREPARATION: In general, "site preparation,' as specified in Section 02200, shall be
performed in advance of grading and earthwork operations and shall be completed over the
entire area of earthwork operations.
3.02 TOPSOIL
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.
D. Timing Topsoil will not be replaced (deposited) until construction activities are
complete that would create undesirable conditions in the topsoil, such as
overcompaction or contamination. Trenching for items such as electrical conduit and
irrigation pressure lines must be complete before topsoil replacement may begin.
E Replacement: Topsoil will be deposited in a single layer or lift. It will be placed,
processed, compacted and graded to leave a finished layer of topsoil not less than five
inches in depth. Unless otherwise indicated topsoil will be replaced over all areas of
earthwork (including slopes), except where pavement is planned.
F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine
grading will be accomplished with a weighted spike harrow weighted drag tractor box
blade light maintainer, or other acceptable machinery. All particles of the finish grade
shall be reduced to less than one half inch (1-1/2") in diameter or they shall be removed.
All rocks of one inch or greater shall also be removed. Grading operations and
equipment will be such that topsoil does not become overcompacted. Bulldozer blades
and front-end loader buckets are not acceptable devices for topsoil grading operations.
Final grading within five feet of constructed or installed elements shall be hand
raked.
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.
EARTH WORK
02300
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3.03 UNCLASSIFIED EXCAVATION
A. All excavated areas shall be maintained in a condition to assure proper drainage at all
times, and ditches and sumps shall be constructed and maintained to avoid damage to
the areas under construction.
B. Surplus Material.
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 peunitted. Unless otherwise
indicated on the plans, excavation in solid rock shall extend six inches below required
subgrade elevation for the entire width of the area under construction and shall be
backfilled with suitable materials as indicated on the plans.
3.04 EARTH EMBANKMENT
A. Earth embankment is defined as embankment composed of suitable materials removed
in unclassified excavation and/or imported fill. The construction of embankment
includes preparing the area_on which fill is to be placed and the depositing,
conditioning, and compaction of fill material.
B. General: Except as otherwise required by the plans, all embankment shall be
constructed in layers approximately parallel to the finished grade of the graded area, and
each -layer shall be so constructed as to provide a uniform slope as shown on the grading
plan. Embankments shall be constructed to correspond to the general shape of the
typical sections shown on the plans, and each section of the embankment shall
correspond to the detailed section or slopes established by the drawings After
completion of the graded area, embankment shall be continuously maintained to its
finished section and grade until the project is accepted.
Preparation: Prior to placing any embankment, all preparatory operations will have
been completed on the excavation sources and areas over which the 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
EARTHWORK
02300
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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 shallnotbe 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 other 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.
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
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 (95%) to ninety eight percent (98%) of Standard Density ASTM
EARTHWORK
02300
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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
EARTHWORK
02300
&-6-
SECTION 02830 - SEEDING
PART 1- GENERAL
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.
2. For native materials
Manual of the Vascular Plants of Texas by Correll and Johnston
Check List of Vascular Plants of Texas by Hatch
Flora of North Central Texas by Shinners and Moller
B Texas Highway Department: Standard Specifications for Construction, Item 164,
Seeding for Erosion Control" and,Item,180, "Wildflower Seeding".
1.03 SUBMITTALS
A. Seed
1. Vendors' certification that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS)
b. Name and type of seed
2. If using native grass or wildflower seed, seed must have been harvested within one
hundred (100) miles of the construction site
3. All seed shall be tested in a laboratory with certified results presented to the City, in
writing, prior to planting.
4. All seed to be of the previous season's crop and the date on the container shall be
within twelve months of the seeding date.
5. Each species of seed shall be supplied in a separate, labeled container for acceptance
by the City.
Fertilizer
1. Unopened bags labeled with the analysis
2. Conform to Texas fertilizer law
1.04 JOB CONDITIONS
A. Planting Season: The season varies according to species (see Part 2 - Products). Do not
seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour.
Schedule after all other construction is complete.
SECTION 02930 - SEEDING
-I-
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
sle
sei
All seed, shall be planted at rates based on pure live seed (PLS = purity x germination) per
acre.
Substitution of individual seed types due to lack of' availability shall be determined only by
the City at the time of planting. The Developer/Contractor shall notify the City of
difficulties locating certain species. Only those areas indicated on the plans and areas
disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in
the field and approved by the City.
Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and
other material in the mixture Johnsongrass and nutgrass seed shall not be allowed.
The seed shall be clean, dry and harvested within one year of planting.
1. Non-native grass seed shall consist of:
If planted between April 15 and September 10:
Lbs./Acre Common Name Scientific Name. Purity Germination
re 25 Bermuda (unhulled) Cynodon dactylon 85% 90%
75 Bermuda (hulled) Cynodon dactylon 95% 90%
re
NO 220 Rye Grass Lolium multiflorum 82% 80%
a 40 Bermuda (unhulled), Cynodon. dactylon 84% 85%
ma 2 Native grass seed - The seed shall be planted between February 1 and October 1
sia and shall consist of:
Substitute the following if planted between September 10 and April 15:
mafr Lbs. PLS/Acre Common Name Botanical Name
Se SECTION 02930 - SEEDING
sa -2-
•
16 Green Sprangletop
40 Sideoats Grama*
64 Little Bluestem*
200 Buffalograss
40 Indian Grass*
16 Big Top Lovegrass*
16 Weeping Lovegrass
80 Canada Wild Rye*
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dactyloides
Sorghastrum avenaceum
Eragrostis hirsuta
Eragrostis curvula
Elymus canadensis var.
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
10
20
50
10
10
20
10
3
10
10
Common Name
Foxglove*
Lanceleaf Coreopsis
Bluebonnet
Pink Evening Primrose
Purple Coneflower*
Indian Blanket
Mexican Hat
Maximilhan Sunflower*
Winecup
Lemon Mint*
Botanical Name
Penstemon cobaea
Coreopsis lanceolata
Lupinus texensis
Oenothera speciosa
Echinacea purpurea
Gaillardia pulchella
Ratibida columnaris
Helianthus maximiliana
Callirhoe involucrata
Monarda citriodora
*These wildflowers are not to be planted within ten feet of a road or parking lot or
within three feet of a walkway
4. Temnorary 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 fowl a strong moisture retaining mat.
SECTION 02930 - SEEDING
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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.
Water: Shall be furnished by the Developer/Contractor by means of temporary meterma /
irritation, 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.
Erosion Control Measures
1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled
paper mulch, (see 2.01, B. Mulch and 3.03).
2. For seeding application in areas 3:1 slope or greater, use the following soil
retention blanket (Follow the manufacturer's directions):
"Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL.
2.02 MIXING
Seed, mulch, fertilizer and water may be mixed provided that:
1. Mixture is uniformly suspended to form a homogenous slurry.
2. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed.
3. Mixture is applied within thirty (30) minutes after placed in the equipment.
SECTION 02930 - SEEDING
4-
PART 3 — EXECUTION
3.01 SEEDED PREPARATION
A. Clear Surface of All Materials, Such As:
1. Stumps, stones, and other objects larger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
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.
Watering: Soil should be watered to a minimum depth of four inches within forty eight
(48) hours of seeding.
3.02 SEEDING
A. If Sowing Seed By Hand
1. Broadcast seed in two directions at right angles to each other.
2. Harrow or rake lightly to cover seed.
3. Never cover seed with more soil -than twice its diameter.
4. For wildflower plantings, scalp existing grasses to one inch, remove grass
clippings, so seed can make contact with the soil.
Mechanically Seeding (Drilling):
If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be
uniformly distributed over the areas shown on the plans or where directed. All varieties
of seed, as well as fertilizer, may be distributed at the same time provided that each
component is uniformly applied at the specified rate. Seed shall be drilled at a depth of
from one quarter (1/4') inch to three eighths (3/8") inch utilizing a pasture or rangeland
type drill All drilling is to be on the contour After planting, the area shall be rolled with
a roller integral to the seed drill, or a corrugated roller of the "Cultipacker' type. All
rolling of slope areas shall be on the contour.
3.03 MULCHING
A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be
applied concurrently with fertilizer and seed, if desired.
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-
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 (21) days, or
2. Until seeds have gexmmated 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 three (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
1
SECTION 02930 - SEEDING
6-
SECTION 02930 - TURF SODDING
PART 1- GENERAL
1.01. DESCRIPTION
A. Work Included: This work includes all labor, materials and equipment for soil
preparation, fertilization, planting and other requirements regarding turfgrass sodding
shown on the plans.
B. Related Work Specified Elsewhere: Section 02300, Earthwork.
1.02 REFERENCE STANDARDS
A. For exotic plant materials: American Joint Committee of Horticultural Nomenclature,
Second Edition, 1942.
For native materials
a. Manual of the Vascular Plants of Texas by Correll and Johnston
b. Check List of Vascular Plants of Texas by Hatch
c. Flora of North Central Texas by Shinners and Moller
1.03 SUBMITTALS
Samples, certificates and specifications of sod, fertilizer, compost, soil amendments or other
rnatenals may be requested by the City.
All delivery receipts and copies of invoices for materials used for this work shall be subject to
verification by the City.
1.04 PRODUCT DELIVERY; STORAGE AND HANDLING
A. Sod: Harvesting and planting operations shall be coordinated with not more than forty
eight hours elapsing between the harvesting and planting.
B Fertilizer
1. Unopened bags labeled with the analysis.
2. Conform to Texas Fertilizer Law.
1.05 QUALITY CONTROL
The Developer/Contractor who plants the sod is responsible for supervision of his crew, while
planting the sod and maintaining the sod until the project is accepted by the City.
TUFF SODDING
02930
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PART 2 - PRODUCTS
2.01 SOD
A. The sod shall be Buchloe dactyloides ("Prairie" Buffalograss) and shall consist of stolons,
leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots
throughout the soil of the sod for a thickness not less than one inch. Sod shall be alive,
healthy and vigorous and shall be free of insects, disease, stones and undesirable foreign
materials and grasses Sod shall have been produced on growing beds of clay or clay -loam
topsoil. The sod shall not be harvested or planted when its moisture condition is so
excessively wet or dry that its survival will be affected. If sod is stacked, it shall be kept
moist and shall be stacked roots -to -roots and grass -to -grass.
B. The sod shall be cut in strips four feet wide to be laid parallel with the contours.
2.02 FERTILIZER
A. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis.
B. All fertilizer shall be in acceptable condition for distribution and shall be applied
uniformly over the planted area two weeks after sodding.
C. All fertilizer shall have an analysis of 3-1-2 or as designated on the plans. 1'he fertilizer
rate shall be 45 pounds of nitrogen per acre.
2.03 WATER
The water shall" be furnished by the Developer/Contractor and shall be clean and free of industrial
wastes or other substances harmful to the germination of the seed or to the growth of the
vegetation. The amount of water will vary according to the weather variables. Generally, the sod
should be soaked one time per day for three weeks or until established. Soaking is mandatory
after spreading the fertilizer.
2.04 COMPOST
All compost material is to be totally organic and decomposed for at lease nine months. All
compost is to be clean and free of fungus, disease, live plants, seed, excessive cotton lint and any
harmful chemicals. "New Life Soil Conditioner" or "Perma Green Compost", as specified below
or an approved equal, shall be used. Raw organics are not acceptable.
A. For soil with an alkaline pH condition: Use "New Life Acid Gro" (acid pH) soil
conditioner as produced by Soil Building Systems of Dallas, or an approved equal.
B. For soil with an acidic pH condition: Use "Perma Green Compost" by Texas Earth
Resources, Inc. of Dallas, or "New Life Natural Grower" (ph 8.0 to 9.0) by Soil Building
Systems, Inc., of Dallas.
Sample and Specification Submittal: Submit a producer's specification and a quart
sample of the compost proposed for the City's approval.
TURF SODDING
02930
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PART 3 - EXECUTION
3.01 GENERAL
All turfing operations are to be executed across the slope, parallel to finished grade contours.
3.02 SOIL PREPARATION
A. Scarify subgrade to a depth of three inches before depositing the required topsoil.
B. Tillage shall be accomplished to loosen the topsoil, destroy existing vegetation and
prepare an acceptable sod bed. All areas shall be tilled with a heavy duty disc or a chisel -
type breaking plow, chisels set not more than ten inches apart Initial tillage shall be done
in a crossing pattern for double coverage, then followed by a disc harrow. Depth of
tillage shall be five inches. A heavy duty rototiller may be used for areas to be planted
with sod.
C. Cleaning: Soil shall be further prepared by the removal of debris, building materials,
rubbish, weeds and stones larger than one inch in diameter.
D Fine Grading: After tillage and cleaning, all areas to be planted shall be topdressed with
one-half inch compost and then shall be leveled, fine graded, and drug with a weighted
spike harrow or float drag. The required result shall be the elimination of ruts,
depressions, humps and objectionable soil clods. This shall be the final soil preparation
step to be completed before planting.
3.03 PLANTING
Prior to laying the sod, the planting bed shall be raked smooth to true grade and moistened to a
depth of four inches, but not to the extent causing puddling. The sod shall be laid smoothly,
tightly butted edge to edge, and with staggered Joints. The sod shall be pressed firmly into the
sod bed by rolling or by hand tamping with an approved tamper so as to eliminate all air pockets,
provide a true and even surface, and insure knitting without displacement of the sod or
deformation of the surfaces of sodded areas. Following compaction, compost shall be used to fill
all cracks between sods. Excess compost shall be worked into the grass with suitable equipment
and shall be well watered. The quantity of compost shall be such that it will cause no smothering
or burning of the grass.
3.04 FERTILIZING
Twenty-one days after planting, turfgrass areas shall receive an application of 3-1-2 fertilizer at
the rate of 45 pounds of nitrogen per acre. Water well after application to prevent burning.
END OF SECTION
TURF SODDING
02930
3-
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 5/3/2011
DATE: Tuesday, May 03, 2011
LOG NAME: 80HARMON PARK GAS PIPELINE
SUBJECT:
REFERENCE NO.: L-15178
Conduct a Public Hearing and Authorize the Use of a Portion of the Subsurface of Harmon Park for the
Purpose of Installing a 20-Inch Natural Gas Pipeline and Authorize the Execution of a License Agreement
with Texas Midstream Gas Services LLC, in the Amount of $104,720.65 (COUNCIL DISTRICT 8)
RECOMMENDATION.
It is recommended that the City Council:
1. Conduct a public hearing under the guidelines set forth by the Texas Parks and Wildlife Code, Chapter
26, Protection of Public Parks and Recreational Lands;
2. Find that no feasible or prudent alternative exists for the use of Harmon Park 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 Harmon Park 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 1 017
acres of dedicated parkland of Harmon Park for the installation of a 10 inch natural gas pipeline; and
5. Authorize the execution of a License Agreement with Texas Midstream Gas Services LLC, in the
amount of $104,720.65.
• Harmon Park - located at 1501 Martin Luther King Freeway, Mapsco: 63X-Y and 77B-C, east of
North South FWY SR NB west of West Fork Trinity River, south of the Trinity Railway Express RR
in COUNCIL DISTRICT 8.
DISCUSSION.
The Parks and Community Services Department (PACSD) has been approached by Texas Midstream
Gas Services LLC , (TMGS) to install a natural gas pipeline in Harmon Park. The natural gas line will be
servicing the Mercado to Arc Park pad sites The proposed alignment would allow for a 20 inch natural
gas pipeline beneath the park. A 20-foot wide pipeline license agreement area is being requested and the
requested area equates to approximately 44,326.2 square feet (1.017 acres). The location of the pipeline
was chosen in consideration of the Harmon Park Master Plan. TMGS has agreed to maintain a minimum
depth of five feet for open trenched areas. The minimum bore depth will be 10 feet.
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 installation of non -utility equipment, appliances
Logname: 80HARMON PARK GAS PIPELINE Page 1 of 3
or appurtenances in public right-of-way. In this instance, a fee of approximately $104,720.65 will be
assessed for approximately 2,216.31 linear feet of pipeline. TMGS has been made aware of the fee and is
agreeable to the assessment. The funds generated from the assessment will be distributed in accordance
with the City's Financial Management Guidelines, Gas Well Revenue Policy. A license agreement will be
required.
Customarily it is PACSD practice to avoid the removal of trees; however to preserve developable parkland
it has been determined that removal of the trees impacted by the proposed pipeline alignment is
necessary. There will be approximately nine trees that will be impacted ranging in size from six inch dbh to
12 inch dbh. In lieu of paying a mitigation fee toward tree replacement, TMGS has agreed to construct a
49,806 square foot parking lot, providing approximately 141 parking spaces as part of the mitigation for
the trees and the license area. The proposed parking lot will provide additional parking area for the park
and help reduce the overflow of cars currently parking along the Route 287 North -South Freeway service
road. The proposed parking lot is identified on the Harmon Park Master Plan. The cost of the proposed
parking lot is approximately $150,000.00.
In order to ensure that the construction of the pipeline does not occur during the soccer season, TMGS
will be constructing the pipeline during the off season field maintenance schedule which occurs from May
1, 2011 thru June 12, 2011. TMGS is prepared to start construction on May 4, 2011, in order to meet this
timeline.
On April 27, 2011, the Parks and Community Services Advisory Board (PACSAB) will make a
recommendation to the City Council on the use of parkland at Harmon Park for the installation of a natural
gas pipeline. In accordance with State law, the public notice was advertised in the Fort Worth Star -
Telegram on April 5, 2011, Apri! 12, 2011 and April 19, 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 on April 11, 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 and result of PACSAB meeting during the public hearing Report of City Staff.
Harmon Park is located in COUNCIL DISTRICT 8.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that the Parks and Community Services
Department is responsible for the collection and deposit of funds due to the City.
FUND CENTERS:
TO Fund/Account/Centers
GC10 446300 006060001000
T127 446300 006127099901
CERTIFICATIONS:
Submitted for City Manager's Office bv:
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
$52.360.32
$52.360.33
ATTACHMENTS
1. Accounting reords.pdf (CFW Internal)
Susan Alan's (8180)
Richard Zavala (5704)
David Creek (5744)
Logname: 8OHARMON PARK GAS PIPELINE Page 2 of 3
2. Aerial.doc (Public)
3. MAYOR AND COUNCIL COMMUNICATION alianment.doc (Public)
4. MAYOR AND COUNCIL COMMUNICATION alianment2.doc (Public)
5. MAYOR AND COUNCIL COMMUNICATION alianment3.doc (Public)
6. MAYOR AND COUNCIL COMMUNICATION parking Iot.doc (Public)
7. MAYOR AND COUNCIL COMMUNICATION Tree.pdf (Public)
Logname: 8OHARMON PARK GAS PIPELINE Page 3 of 3