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CITY OF FORT WORTH TEX As CONMCT Now
STANDARD AGREEMENT FOR PROFESSIONAL SERVICES
This AGREEMENT is between the City of Fort Worth, a Texas home-rule munici
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'the "CITY"}, and Jacobs Engineering Group Inc., authorized to do business in Texas,a , an
independent contractor ("Consultant"), for a PROJECT generally described as: Design of
Extensions for Runway 16R, Runway 16L and Taxiway at Alliance Airport, Fort Worth
Texas.
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Article I
Scope of Services
(1) consultant hereby agrees to perform as an independent contractor the services set
forth in the Scope of Services attached hereto as Attachment "A". These services
shall be performed in connection with design of Extensions for Runway 16R,
Runway 16L and Taxiway at Alliance Airport, Fort Worth, Texas.
(2) Additional services, if any, will be requested in writing by the City. City shall not pay
for any work performed by Consultant or its subconsultants, subcontractors and/or
suppliers that has not been ordered in writing. It is specifically agreed that
Consultant shall not be compensated for any alleged additional work resulting from
oral orders of any person.
Article II
Compensation
Consultant shall be compensated in accordance with the Fee Schedule shown in
Attachment "B". Payment shall be considered full compensation for all labor, materials,
supplies, and equipment necessary to complete the services described in Attachment "A".
However the total fee paid by the City shall not exceed a total of two million, three hundred
thirty-four thousand, four hundred ninety-four dollars ($2,334,494) unless the City and the
Consultant mutually agree upon a fee amount for additional services and amend this
Agreement accordingly.
The consultant shall provide monthly invoices to the City. Payment for services rendered
shall be due within thirty (30) days of the uncontested performance of the particular
services so ordered and receipt by city of Consultant's invoice for payment of same.
Acceptance by consultant of said payment shall operate as and shall release the City from
all claims or liabilities under this Agreement for anything related to, done, or furnished in
connection with the services for which payment is made, including any act or omission of
the City in connection with such services.
City of Fort Worth,Texas
Standard Agreement far Professional Services
PMO Official Release Date:08/09/2012 r1F1 CIAL RECORD
Page 1 of 9
-- 1 --1 2 PO4:214 I N SECRETARY
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Article III
Term
Unless terminated pursuant to the terms herein, this Agreement shall be for a term of two-
hundred eighty (280) calendar days, beginning upon the date of its execution, or until the
completion of the subject matter contemplated herein, whichever occurs first.
Article IV
Independent Contractor
Consultant shall operate hereunder as an independent contractor, and not as an officer,
agent, servant, or employee of -the City. consultant shall have exclusive control of and the
exclusive right to control the details of its work to be performed hereunder and all persons
performing same, and shall be solely responsible for the acts and omissions of its officers,
agents, employees, contractors and subcontractors. The doctrine of respondent superior
shall not apply as between city and consultant, its officers, agents, employees, contractors,
and subcontractors, and nothing herein shall be construed as creating a partnership or joint
venture between city and Consultant.
Article V
Professional competence and Indemnification
(1) work performed by consultant shall comply in all aspects with all applicable local,
state and federal laws and with all applicable rules and regulations promulgated by
the local, state and national boards, bureaus and agencies. Approval by the City
shall not constitute or be deemed to be a release of the responsibility and liability of
Consultant or its officers, agents, employees, contractors and subcontractors for the
accuracy and competency of its services performed hereunder.
(2) In accordance with Texas Local Government Code Section 271 .904, the consultant
shall indemnify, hold harmless, and defend the City against liability for any damage
caused by or resulting from an act of negligence, intentional tort, intellectual
property infringement, or failure to pay a subcontractor or supplier committed by the
Consultant or Consultant's agent, consultant under contract, or another entity over
which the Consultant's exercises control.
City of Fort worth,Texas
Standard Agreement for Professional Services
PMO official Release Date:08/09/2012
Page 2 of 9
Article VI
Insurance
(1) Consultant shall not commence work under this Agreement until it has obtained
g all
insurance required under this Article and the City has approved such insurance,, nor
shall Consultant allow any subcontractor to commence work on its subcontract until
all similar insurance of the subcontractor has been so obtained and approval given
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by the City; provided, however, Consultant may elect to add an subconsultant as
y
an additional insured under its liability policies.
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of
coverage if written on a split limits basis). Coverage shall be
on any vehicle used in the course of the project.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
(2) Additional Insurance Requirements
a. Except for employer's liability insurance coverage under Consultant's worker's
compensation insurance policy, the City, its officers, employees and servants shall
be endorsed as an additional insured on Consultant's insurance policies.
b. Certificates of insurance shall be delivered to the Aviation Department, Attention:
Ruseena Johnson, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to
commencement of work.
c. Any failure on part of the City to request required insurance documentation shall
not constitute a waiver of the insurance requirements specified herein.
d. Each insurance policy shall be endorsed to provide the City a minimum thirty days
notice of cancellation, non-renewal, and/or material change in policy terms or
coverage. A ten days notice shall be acceptable in the event of non-payment of
premium.
City of Fort Worth,Texas
Standard Agreement for Professional Services
PMO Official Release Date:08/09/2012
Page 3 of 9
e. Insurers must be authorized to do business in the State of Texas and have a
current A.M. Best rating of A: VII or equivalent measure of financial strength and
solvency.
f. other than worker's compensation insurance, in lieu of traditional insurance, City
may consider alternative coverage or risk treatment measures through insurance
pools or risk retention groups. The City must approve in writing any alternative
coverage.
g. Workers' compensation insurance policy(s) covering employees employed on the
Project shall be endorsed with a waiver of subrogation providing rights of recovery
in favor of -the City.
h. City shall not be responsible for the direct payment of insurance premium costs
for Consultant's insurance.
i. Consultant's insurance policies shall each be endorsed to provide that such
insurance is primary protection and any self-funded or commercial coverage
maintained by City shall not be called upon to contribute to loss recovery.
j. In the course of the Agreement, Consultant shall report, in a timely manner, to
City's officially designated contract administrator any known loss occurrence which
could give rise to a liability claim or lawsuit or which could result in a property loss.
k. Consultant's liability shall not be limited to the specified amounts of insurance
required herein.
1. Upon the request of City, Consultant shall provide complete copies of all
insurance policies required by these Agreement documents.
Article VII
Transfer or Assignment
City and Consultant each bind themselves, and their lawful successors and assigns, to this
Agreement. Consultant, its lawful successors and assigns, shall not assign, sublet or transfer
any interest in this Agreement without prior written consent of the City.
Article Vill
Termination of Contract
(1) City may terminate this Agreement for its convenience on 30 days' written notice.
Either the City or the Consultant for cause may terminate this Agreement if either
Party fails substantially to perform through no fault of the other and does not
City of Fort Worth,Texas
Standard Agreement for Professional Services
PM❑Official Release Date:08/09/2012
Page 4 of 9
commence correction of such nonperformance with 5 days of written notice and
diligently complete the correction thereafter
(2) If City chooses to terminate this Agreement under Article 8, upon receipt of notice of
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termination, Consultant shall discontinue services rendered up to the date of such
termination and City shall compensate Consultant based upon calculations in Article
2 of this Agreement and Exhibit "B" attached hereto and incorporated herein.
(3) All reports, whether partial or complete, prepared under this Agreement, including
any original drawings or documents, whether furnished by the City, its officers,
agents, employees, consultants, or contractors, or prepared by Consultant, shall be
or become the property of the City, and shall be furnished to the City prior to or at
the time such services are completed, or upon termination or expiration of this
Agreement.
Article Ix
Right to Audit
(1) Consultant agrees that the City shall, until the expiration of three (3) years after final
payment under this Agreement, have access to and the right to examine any directly
pertinent books, documents, papers and records of Consultant involving transactions
relating to this Agreement. Consultant agrees that the City shall have access during
normal working hours to all necessary facilities and shall be provided adequate and
appropriate workspace in order to conduct audits in compliance with the provisions of
this section. City shall give Consultant reasonable advance notice of intended audits.
(2) Consultant further agrees to include in all its subcontracts hereunder, a provision to
the effect that the subcontracting consultant agrees that the City shall, until the
expiration of three (3) years after final payment under the subcontract, have access
to and the right to examine any directly pertinent books, documents, papers and
records of such sub-consultant, involving transactions to the subcontract, and
further, that City shall have access during normal working hours to all sub-
consultant facilities, and shall be provided adequate and appropriate work space in
order to conduct audits in compliance with the provisions of this article. City shall
give Consultant and any sub-consultant reasonable advance notice of intended
audit.
(3) Consultant and sub-consultants agree to photocopy such documents as may be
requested by the City. The City agrees to reimburse Consultant for the cost of copies
at the rate published in the Texas Administrative Code in effect as of the time copying
is performed.
City of Fort Worth,Texas
Standard Agreement for Professional Services
PMO Official Release Date:08/09/2012
Page 5 of 9
Article X
Minority Business and Small Business Enterprise (MBE)(SBE) Participation
In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-12-2011)
as amended, the City has goals for the participation of minority business enterprises and/or
small business enterprises in City contracts. Consultant acknowledges the MBE and SBE
goals established for this Agreement and its accepted written commitment to MBE and SBE
participation. Any misrepresentation of facts (other than a negligent misrepresentation)
and/or the commission of fraud by the Consultant may result in the termination of this
Agreement and debarment from participating in City contracts for a period of time of not less
than three (3) years.
Article Xl
Observe and Comply
Consultant shall at all times observe and comply with all federal, state, and local laws and
regulations and with all City ordinances and regulations which in any way affect this
Agreement and the work hereunder, and shall observe and comply with all orders, laws
ordinances and regulations which may exist or may be enacted later by governing bodies
having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance
thereof shall be considered. Consultant agrees to defend, indemnify and hold harmless City
and all of its officers, agents and employees from and against all claims or liability arising out
of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its
employees.
Article X111
Venue and Jurisdiction
If any action, whether real or asserted, at law or in equity, arises on the basis of any
provision of this Agreement, venue for such action shall lie in state courts located in
Tarrant County, Texas or the United States District Court for the Northern District of Texas
— Fort Worth Division. This Agreement shall be construed in accordance with the laws of
the State of Texas.
Article X1111
Contract Construction
The Parties acknowledge that each party and, if it so chooses, its counsel have reviewed
and revised this Agreement and that the normal rule of construction to the effect that any
ambiguities are to be resolved against the drafting party must not be employed in the
City of Fort Worth.Texas
Standard Agreement for Professional Services
PMO Official Release Date:08/09/2012
Page 6 of 9
interpretation of this Agreement or any amendments or exhibits hereto.
Changes and Amendments to the Standard Agreement, if any, are listed in Attachment
«ca,
Attachments:
A — Scope of Services
S -- Fee Schedule
C — Changes and Amendments to Standard Agreement
D — Schedule
E — Project Location Map
Article XIV
Severability
The provisions of this Agreement are severable, and if any word, phrase, clause,
sentence, paragraph, section or other part of this Agreement or the application thereof to
any person or circumstance shall ever be held by any court of competent jurisdiction to be
invalid or unconstitutional for any reason, the remainder of this Agreement and the
application of such word, phrase, clause, sentence, paragraph, section, or other part of this
Agreement to other persons or circumstances shall not be affected thereby and this
Agreement shall be construed as if such invalid or unconstitutional portion had never been
contained therein.
Article XV
Notices
Notices to be provided hereunder shall be sufficient if forwarded to the other Party by
hand-delivery or via U.S. Postal Service certified mail return receipt requested, postage
prepaid, to the address of the other Party shown below:
City of Fort Worth
Attn: Aviation Department
1000 Th rockmorton Street
Fort Worth, Texas 70102
Consultant:
Jacobs Engineering Group Inc.
Attn: Jeffrey J. Toner, P.E.
777 Main Street
Fort Worth, Texas 70102
City of Fort Worth,Texas
Standard Agreement for Professional Services
PMQ official Release Date:08/09/2012
Page 7 of 9
Article XVI
Headings
The headings contained herein are for the convenience in reference fe ence and are not intended
to define or limit the scope of any provision of this Agreement
City of Fort Worth,Texas
Standard Agreement for Protessional Services
PMO Official Release Date:08109/2012
Page 8 of 9
Article XVII
Counterparts
This Agreement may be executed in one or more counterparts and each counterpart shall,
for all purposes, be deemed an original, but all such counterparts shall together constitute
but one and the same instrument.
Executed and effective this the Z-] day of �)U , 20
BY: BY:
CITY OF FORT(NORTH ENGINEER
Jacobs Engineering Group Inc.
Fernando Costa Scott Bussell
Assistant City Manager operations Manager
Date: 110/V/7 Z Date: l 1
APPROVAL RECOMMENDED:
By:
Bill Welstead
Director, Aviation Department
APPROVED S TO FORM AND LEGALITY M&C�IVo.: ` - x- 1 1
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By- Date.
Douglas W. Black
Assistant City Attorney
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JACOBS
Attachment A
Scope of Work
Design of Extensions
For
Runway 16R, Runway 16L and Taxiway A
Alliance Airport
Fort Worth, Texas
PROJECT DESCRIPTION
Runway 16L-34R is currently a 9,600-foot primary instrument runway that will be extended
1,400 feet to the north along with parallel Taxiway A. Runway 16R-34L is currently an 8,120-
foot runway that will be extended 2,790-feet to the north. This work results in two 11,000-foot
runways. A small portion of Eagle Parkway will be relocated to accommodate embankment and
drainage infrastructure.
The major components of the runway extension are earthwork, paving, drainage, airfield
lighting, airfield signage, airfield marking, airfield navigational aids, utilities, perimeter roadway,
railway and roadway demolition, construction phasing and sequencing, construction scheduling.
Each of the existing runways will be extended with concrete pavement 150-feet wide, with 35-
foot wide asphalt paved shoulders, while the parallel taxiway extension will be 75-foot wide
concrete pavement, also with 35-foot wide asphalt paved shoulders. The lateral separation
between the existing runways is 600 feet, while the parallel taxiway is located 400 feet from the
primary runway.
Additional airfield lighting, signage, and marking will accompany the runway extensions. Both
runways will require centerline, edge and touchdown zone lighting to be installed. Taxiway A will
require additional taxiway edge lighting. Additional airfield signage will be installed for Taxiway A
and both runway extensions. Airfield markings will be removed and replaced, including runway
centerline, edge, touchdown zone markings, along with taxiway centerline and edge markings.
Existing navigational aides for both runways including ALSF-2 (16L), Localizer (34R), Glide
Slope (16L), Inner Marker& Inner/Outer Far Field Monitors, (16L), PAPI's (16L and 16R), RVR's
(16L) and REIL's (16R) ASOS and F420 WEF will be relocated as part of the runway
extensions.
SCOPE OF WORK
This scope of work for this contract is to design the Project to approximately 60% complete.
The amount of FAA funding for construction is unknown at this time. Historically, Alliance
Airport has received approximately $10 million in FAA discretionary grants per year. The
September 14,2012 Page 1 of 22
JACOBS
preliminary construction budget for the Project is approximately $55 million. It is unlikely that
FAA will be able to fund the entire construction in one year. The amount of construction
included in a bid package will be determined based upon FAA funding. The remaining design
cost to prepare each bid package will be determined in the future, on case by case basis, and is
not included in this scope of work.
1.0 PROGRAM MANAGEMENT 1 DESIGN MANAGEMENT
Management activities will consist of planning, scheduling, budgeting, financial strategy
development and stakeholder coordination and communication for the development and
advancement of the design of the Project.
1.1 Work Plan
A detailed work plan will be submitted within fourteen (14) calendar days of the Notice to
Proceed. The work plan will identify the execution and management of the work throughout the
length of the contract. The work plan will include:
Roles and responsibilities of key team members will be confirmed and lines of authority and
communication identified. This will be submitted as an organization chart or other type of exhibit
that clearly identifies roles, responsibilities and lines of communication.
A detailed project schedule will be prepared that identifies dates for key meetings, duration of
design activities, submittals, deliverables and other important milestones for the completion of
the work.
1.2 Monthly Status Report
Our staff will maintain regular communications with the client and other stakeholders. A monthly
report will be prepared to demonstrate the progress and status of the project. This report will
include narrative discussion of issues, accomplishments and schedule updates.
1.3 coordination Meetings
Our team will attend coordination meetings with stakeholders to coordinate and communicate
issues related to the project. It is anticipated that key staff will attend bi-weekly project
coordination meetings for the duration of the design.
1.4 Construction Cost Estimate and Program Budget
We will develop and maintain a construction cost estimate for the design of the Project. This
information will be included in the master budget for Alliance Airport Runway Extensions
Program.
1.5 Project Schedule
A design and construction schedule will be developed and maintained for the duration of the
project. The number of bid packages and therefore the construction schedule will be influenced
by the amount of annual FAA discretionary funding. Because of this uncertainty in the amount
of funding, this contract will advance the design of the project to 60% complete. The number of
bid packages will be determined with input from FAA on funding.
September 14,2012 Page 2 of 22
JACOBS
2.0 DATA COLLECTION
2.1 Topographic Survey
Provide an aerial topographical survey of approximately 299 acres located within the City of Fort
Worth to support the engineering design for the construction of the Alliance Runway Extension.
The topographic survey shall collect horizontal and vertical data related to all visible above
ground features within the proposed construction area for the runway extension. A total of 32
ground targets will be established throughout the airfield to facilitate the digital mapping and
orthophotography. Additional survey work will be performed to collect information as needed to
support the design of the runway extensions.
Provide the following:
• Edge of asphalt
• Edge of concrete
• Drainage features, including channels
• Runway lighting
• Centerline of runway
■ Centerline of taxiway
• Airfield markings (runway and taxiway center stripes)
• Airfield signs
• Airfield and city roadways
• Fencing
• Natural Ground (including top and toe of slope)
• Property/ROW monuments
• Manholes (all utilities)
* Flow lines
o Approximate pipe sizes (if applicable)
o Direction of flow (if applicable)
• Railroad tracks
• Electrical facilities
■ Geotechnical Bore Hole locations
• Horizontal datum shall be on North American Datum, 1983 (NAD '83).
• Vertical datums shall be based on City of Fort Worth vertical data & NAVD88.
■ Temporary Benchmarks (TBM's) shall be placed and located so as to be outside of
proposed construction.
2.2 Deliverables
■ 3d (point map)drawing with TIN and contours in *.dgn format
■ 2d (line work) drawing in *.dgn format
■ ASCII file (containing each point number, Northing, Easting, Elevation, and Description),
all field notes, and sketches
• PDF files/drawings
September 14,2012 Page 3 of 22
JACOBS
2.3 Site Visit
Perform a site visit to further familiarize the design team with Project areas. Review the
topographic survey map in the field with regard to topographic features, drainage ways, utilities,
etc. We will interview Airport maintenance and operations staff and local FAA technicians to
ascertain additional information specific to the airfield construction and operations.
Prepare a technical memorandum documenting the results of the site visit and discussions with
Airport Staff and local FAA Staff.
2.4 Geotechnical Engineering
The following requirements for geotechnical investigation are recommended (in conformance
with FAA AC 15015320-6E, Airport Pavement Design and Evaluation):
1. Perform soil borings along the longitudinal alignment of the proposed runway and taxiway
pavements, at an interval of 200 ft between borings, to a depth sufficient and adequate for
structure and foundations below existing ground. The borings may be located random
across the pavement (ie, staggered). Perform borings also for relocated NAVAIDS sites.
2. Provide boring log for each soil boring.
3. obtain samples of the different soil layers for laboratory testing.
4. Perform the following laboratory tests for each sample:
a. Particle-Size Analysis (ASTM D 422).
b. Liquid Limit, Plastic Limit, and Plasticity Index of Soils (ASTM D 4318).
c. Moisture-Density Relations of Soils (ASTM D 1557).
d. Unified Soil Classification (ASTM D 2487).
e. Shrinkage Factors of Soils (ASTM D 427), if swelling soils might be encountered.
5. Perform laboratory California Bearing Ratio (CBR)tests (ASTM D 1883) on bulk samples
obtained, at a rate of three (3) CBR tests for each different major type of soil encountered.
6. Provide recommendations for preparation of the subgrade under the pavement, including
chemical and/or mechanical stabilization. Provide recommendations for addressing deep fill
and long-term settlement concerns for the fill material.
7. The results of the geotechnical investigation will be summarized in a geotechnical report.
2.5 Record Drawing Review
Acquire and review record documents (such as plans, specifications, reports, and studies) to
become familiar with data that is available for the Project and apply as relevant to the project.
September 14,2012 Page 4 of 22
JACOBS
3.0 SITE DEMOLITION
3.1 Site Demolition Plans
Our staff will collect the utility maps to understand existing utilities in and around the Project.
The result of this effort will be utility plans that identify existing utilities in and around the project
area and proposed utilities necessary for the Project.
Coordination will be done with applicable utility companies regarding demolition, relocation and
new service. Some agencies that will have to be coordinated with are;
• FAA
• ONCOR
• ATMOS
• TxDOT
• Owest
• city of Fort Worth
• BNSF Railway
Items to be demolished include:
• Fencing
• Roadway Pavement sections for perimeter road and FM 156
• Railroad elements
• 12" water line east of old FM 156, south of Eagle Parkway
• Demo utilities in BNSF and FM 156 ROW
• Electrical service to vault
Infrastructure for existing ASOS and WEF-420 pole foundations, including
communication and/or power lines.
• Infrastructure for existing NAVAIDS facilities scheduled for demolition. Including
communications and/or power lines.
Agreements made with the various stakeholder organizations shall be outlined in a Technical
memorandum. The following exhibits shall be part of the technical memo and will be further
developed as part of the 30% and 60% plans.
• General notes for demolition
• overall demolition areas sheet
Sectioned out areas for demolition (Number of sheets to correspond to number of sectioned out
areas)
3.2 Deliverables
A technical memorandum and exhibits will be prepared that summarizes the activities resulting
in the development of the Demolition Plans. Subsequent deliverables will include the 30% and
60% complete demolition plans for the Project.
September 14,2012 Page 5 of 22
JACOBS
4.0 EROSION AND SEDIMENTATION CONTROL
4.1 Erosion and Sedimentation Control Plans
Guidelines necessary for compliance and permit coverage under the TDPES General permit
TXR 150000 for small and large construction activities shall be utilized in preparation of the
erosion and sedimentation control plans. The storm water management controls that will be
included in the plan will provide control of pollutant discharges with practical approaches that
makes use of readily available techniques, expertise, materials and equipment. A technical
memorandum summarizing the best practices for erosion and sedimentation control will be
prepared for the Project.
4.2 Deliverables
The deliverables will include a technical memorandum with a narrative description of the erosion
and sedimentation control procedures and exhibits of the erosion and sedimentation control
plans and details. The information contained in the technical memorandum will be the basis of
the 30% and 60% erosion and sedimentation control plans and details.
5.0 AIRFIELD GEOMETRY
5.1 Airfield Geometry Plans
The geometric design of the airfield at Fort Worth Alliance Airport will conform to the
requirements of FAA AC 15015300-13, Airport Design, for Airplane Design Group (ADG) V,
Approach Category D. The general design criteria for ADG V airfields are as follows:
• Runway Width: 150 ft
• Runway Shoulder Width: 35 ft
• Runway Blast Pad Width: 220 ft
• Runway Blast Pad Length: 400 ft
• Taxiway Width: 75 ft
Taxiway Shoulder Width: 35 ft
• Taxiway Edge Safety Margin:15 ft
■ Taxiway Turn Radius: 150 ft
5.2 Deliverables
The deliverables will include a technical memorandum documenting the geometric layout for the
runway and taxiway extensions and will be used to develop the 30% and 60% geometry plans.
6.0 AIRFIELD PAVING
6.1 Airfield Pavement Design
The pavement for the runway and taxiway extensions will be designed in accordance with the
latest version of FAA 15015320-5E, Airport Pavement Design and Evaluation. The existing and
future fleet mix and traffic forecast will be reviewed with Airport Staff. Three (3) pavement
sections will be evaluated:
• Existing Pavement Section — PGC Pavement, Cement Treated Base, Aggregate Base
September 14, 2012 Page 6 of 22
JACOBS
■ PCC Pavement Section with Asphalt Stabilized Base-- PCC Pavement, Stabilized
Asphalt Base, Aggregate Base
PCC Pavement Section with Asphalt Permeable Base— PCC Pavement, Asphalt
Treated Permeable Base, Aggregate Base.
Typical pavement sections will be developed for each alternative and a benefit cost analysis will
be prepared to determine the most cost effective pavement section.
6.2 Deliverables
A technical memorandum, summarizing the results of the pavement design process will be
prepared. Thirty percent complete and 60% complete airfield paving plans, showing the airfield
pavement types, pavement jointing plans, typical pavement sections and pavement details will
also be prepared.
7.0 AIRFIELD PAVEMENT MARKINGS
7.1 Airfield Pavement Marking Plans
In accordance with FAA Ac 1 5015340-1 K, Runway 16L will be marked as a precision runway
and Runway 16R will be marked as a non-precision runway. The runway and taxiway marking
plans will include runway threshold markings, runway designation, runway centerline, and
runway side stripe markings, runway touchdown markings, runway aiming point markings,
taxiway centerline and edge markings, applicable holding position markings and critical area
markings. Plans will also provide for temporary marking plans to support the construction
phasing plans.
7.1 Deliverables
A technical memorandum and supporting exhibits will be prepared describing the applicable
design criteria to be used in the design of the airfield pavement markings. in addition, 30% and
60% complete airfield pavement marking plans will be prepared for the Project.
8.0 GRADING
8.1 Grading Plans
The grading design for the airfield will be completed in accordance with FAA AC 15015300-13,
Airport Design, for Airplane Design Group (ADG) V, Approach category D. Site grading plans
will be prepared at 1110th of a foot contour intervals, and grading plans will include pavement
spot elevation plans and earthwork cross sections for airfield pavements as well as roadway
pavements. Runway and taxiway pavements will be designed with a crown, or to match existing
pavement cross-slopes. Final grading within relocated ASOS,LOC & GS critical areas shall
meet associated facility siting, installation and operational requirements; resulting,
corresponding grading plans shall be provided accordingly for FAA and National Weather
Service (NWS) review and concurrence.
September 14,2012 Page 7 of 22
JACOBS
8.2 Runway and Taxiway Profiles
Runway and taxiway pavement profiles will be designed to meet the requirements of FAA AC
15015300-13, Airport Design, for Airplane Design Group (ADG) V, Approach Category D. The
runway profile designs will be coordinated with the proposed NAVAIDs design requirements.
8.3 Earthwork Cross Sections
Earthwork cross sections will be established at 100-foot intervals for the entire project area to
determine cut and fill quantities. As part of the design process, a digital terrain model will also
be developed to assist with determination of earthwork quantities.
8.4 Deliverables
Deliverables will include a technical memorandum and supporting exhibits describing the
grading criteria used for the runway and taxiway extensions and surrounding terrain. Follow on
work will include the development of the 30% and 60% complete grading plans, runway and
taxiway profiles and earthwork cross sections.
9.0 DRAINAGE
9.1 Drainage Design
A detention pond, drainage swales, and culverts were designed and installed north of the
proposed project area in the earlier Earthwork Packages. This infrastructure was installed to
accommodate the runway and taxiway extensions and associated improvements.
This contract will design the drainage improvements for the runway and taxiway extensions and
associated improvements and will connect to the drainage system previously constructed in the
Earthwork Packages. The drainage system will be designed to meet the latest City of Fort
Worth Drainage Design criteria, including adopted requirements of NCTCOG' iSWM, and
associated FAA circulars. The overall Project area will be reviewed for permanent and
temporary drainage improvements, including a review of the existing detention system. The
proposed enclosed drainage system will be modeled with the drainage software Winstorm. The
existing detention system will be verified with HEC-HMS and HEC-RAS.
9.2 Deliverables
A drainage report will be prepared to include:
• Narrative description of the drainage system
• Drainage Area Map
• Hydrologic and Hydraulic calculations to size pipes, inlets, swales, and verify detention
system
• Schematic layout of the drainage system
The 30% and 60% design submittals will include:
• Storm Drain Plan Sheets
• Storm Drain Profile Sheets
• Storm Drain Detail Sheets
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10.0 AIRFIELD LIGHTING SIGNAGE AND ELECTRICAL
10.1 Inventory Existing Airfield Electrical Utilities
This task includes reviewing drawings and consulting with the local utility company to identify
underground and overhead utilities within the project site. This will include coordination of utility
relocations. It is assumed that extensive as-built information will be provided by the airport to
determine existing airfield utilities. This item does not include pothole for alignment and depth
of existing utilities.
10.2 Prepare Airfield Lighting and Signage Layouts
The Engineer will establish the lighting and signage layouts and equipment necessary to meet
FAA criteria and standards for the runway and taxiway extensions. The Engineer will also
identify existing light fixtures outside of the new pavement limits that will be replaced. Lighting
plans will provide lighting and signage dimensioning and will be coordinated with the pavement
geometry,joint layout, and airfield marking plans. Included for this work item are the following
tasks:
• Layout Runway 16L/34R high intensity runway edge and threshold light locations
• Layout Runway 16L/34R runway centerline lighting locations
• Layout Runway 16L/34R runway touchdown zone lighting locations
• Layout Runway 16R/34L medium intensity runway edge and threshold light locations
• Layout taxiway edge lighting locations
• Layout taxiway centerline lighting locations
• Layout in-pavement and elevated Runway Guard Light (RGL) locations
• Layout airfield guidance sign locations and sign legends
• Layout Runway Distance Remaining (RDR) sign locations
• Identify existing light fixtures to be replaced
10.3 Prepare Airfield Lighting and Signage Circuit Layouts
Tfhe Engineer will establish circuit layouts for all new airfield lighting and signage components.
Circuit layouts will also be established for re-circuiting the existing airfield outside of the new
pavement limits. The circuiting of the airfield will be designed in accordance with FAA criteria
and standards. The design of conduit locations and sizes along with a new homerun duct
system in coordination with the location of the new Airfield Lighting Equipment Building will be
included.
10.4 Airfield Lighting Equipment Building
This task will consist of the design of a new Airfield Lighting Equipment Building. The Airfield
Lighting Equipment Building will serve as the source power for airfield lighting and signage
components along with Sponsor owned navigational aids. Included for this work item are the
following tasks:
• Layout vault design for regulators, control panel and vault equipment.
• calculate voltage drop and wire size to meet the National Electrical code
• Layout conduit locations and sizes
• calculate fault current
• Calculate regulator, transformer, and control equipment sizes
• Calculate standby generator size
• Estimate needs for future electrical equipment in the new vault
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• Modify existing airfield lighting control system and control panels based on revised
circuiting and new Vault equipment
• Apply for Electrical Utility Service from Utility company
• Prepare narrative discussion (layout, equipment selection, sizes, electrical calculations)
10.5 Deliverables
10.5.1 Technical Memorandum During the preparation of the preliminary plans and
specifications, a technical memorandum will be prepared. The memo will include the summary
of the electrical design, exhibits and a detailed description of the electrical work. Appendices
with electrical calculations will be attached. The report will also contain any alternative design
concepts that were investigated and evaluated.
10.5.2 Preliminary Plans, 30% Submittal
Preliminary plans will be prepared depicting the lighting and signage improvements, existing
airfield lights, guidance signs, and electrical ducts within the project work area.
1 0.5.3 Final Plans, 60% Submittal
Final plans will be prepared to a 60% level depicting the lighting and signage improvements,
existing airfield lights, guidance signs, and electrical ducts within the project work area. Airfield
Lighting Equipment Building equipment layout plans and electrical one-line diagram will be
included.
10.5.4 Update Airport Guidance Sign Plan
-rhe existing Airport Guidance Sign Plan will be updated to reflect the new and relocated
guidance signs that will be installed once the overall design is completed.
1 0.5.5 Prepare Certification of Engineering and Modification of Standards
An Engineering Letter of certification will be prepared which discusses the modifications to the
electrical FAA standards necessary for the project.
11.0 NAVAIDS AND VISUAL GUIDANCE COMPONENTS
11.1 NAVAIDS Design
Consultant shall complete design and construction plans for the Approach Lighting System
(ALSF-2) including EIG Substation, Glide Slope (GS)Antenna/Tower and Shelter, Localizer
(LOC) Antenna and Shelter, Distance Measuring Equipment (DME), Inner Marker(IM),
Inner/Outer Far Field Monitor (IIO FFM) Runway Visual Range (RVR) and Precision Approach
Path Indicator(PAPI) Wind Equipment F series (WEF) Automated Surface observing System
(ASOS) equipment relocation in accordance with the following documents (current
edition/revision):
• FAA Ac 5345-30F, Design and Installation Details for Airport Visual Aids
• FAA order JO 6850.2B, Visual Guidance Lighting Systems
• FAA order FAA-STD-019E, Lightning and Surge Protection, Grounding, Bonding and
Shielding Requirements for Facilities and Electronic Equipment
• FAA order 6750.16D, Siting Criteria for instrument Landing Systems
• FAA order 5550.1 OC, Runway Visual Range
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• FAA Spec. FAA-C-1217F, Electrical Work, Interior
• FAA Spec. FAA-C-1391 B, Installation & Splicing of Underground Cables
• FAA Specs. for electrical cable (to be contractor furnished) as applicable
• FAA facility standard and reference drawings as applicable
• FAA Order for ASOS 6560.26B
Consultant shall site-adapt the NAVAIDS for local conditions based on the prototypical
NAVAIDS drawings provided by the FAA.
NAVAIDS Duct Bank System: Consultant will extend existing power and communications duct
bank system necessary for the FAA NAVAIDS equipment. Minimum separation requirements
between conduit classifications and trench/installation requirements as indicated in FAA-C-
1391 B, FAA-STD-01 9E and applicable FAA standard drawings will be observed.
The Consultant will provide temporary NAVAIDs for each runway as required. Each facility will
need to be installed and operational when construction begins.
1. Temporary NAVAIDS for Runway 16L shall include:
• 34R Localizer—current and proposed grading conditions during construction will
prohibit the installation of the localizer in its permanent position. Therefore an
offset location will need to be considered.
• Glide Slope Antenna and Shelter
• RVR
• PAPI
• DME
• REILs
2. Temporary NAVAIDS for Runway 16R shall include:
• PAP I
• REILs
11.2 Deliverables
11.2.1 Technical Memorandum
A technical memorandum will be prepared showing the location of all proposed NAVAIDS (both
temporary and permanent). A conceptual power one line diagram will also be included. This
will be submitted to FAA for review and approval.
The following criteria will be examined to help determine the final locations of the facilities:
• Existing grading
• Proposed runway grading
• obstruction clearance
• Critical area layout (O.S and Loc)
• ALSF substation and Localizer shelter siting
• ALSF light plane analysis
September 14,2012 Page 11 of 22
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11.2.2 Preliminary Plans, 30% Submittal
Preliminary design drawings (approximately 30% complete) will be prepared for the NAVAIDS
design, providing sufficient detail for review of design concepts by the FAA. Design elements to
be presented include:
• Power one line diagram
• ALSF wiring diagram
• Duct bank layout
• Typical ALSF station details
• preliminary ALSF system plan and profile
• preliminary ALSF EIG substation building layout and site plan
• preliminary 34R LOC antenna (incl. reference ground checkpoints layout) and
shelterlDME antenna layout and site plan
• preliminary Glide Slope antenna/shelter layout and site plan
• preliminary IM & I/O FFM layout
• preliminary RVR layout
• preliminary PAR layout
• preliminary power and voltage drop calculations
• preliminary temporary Glide Slope antenna/shelter layout and site plan
• preliminary temporary RVR layout
• preliminary temporary PAR layout (16L & 16R)
• preliminary temporary 34R LOCIDME (offset) Layout
• preliminary temporary REIL layout (16R)
• preliminary-temporaryASOS layout
• preliminary temporary WEF-420 fiberglass Pole layout
11.2.3 Final Plans, 60% Submittal
Prepare final design drawings (approximately 60% complete) for the NAVAIDS design based on
approval of 30% design by the FAA. Design elements to be finalized include:
Power one line diagram
■ ALSF wiring diagram
• Duct bank layout
ALSF station layouts
• Final ALSF system plan and profile
Final ALSF EIG substation building layout and site plan
• Final 34R LOC antenna (incl. reference ground checkpoints layout) and shelterlDME
antenna layout and site plan
Final Glide Slope antenna/shelter layout and site plan
• Final IM & I/O FFM layout
■ Final RVR layout
■ Final PAR layout
• Final power and voltage drop calculations
Final temporary Glide Slope antenna/shelter layout and site plan
Final temporary RVR layout
• Final temporary PAR layout (16L & 16R)
• Final temporary 34R LOCIDME (offset) Layout
■ Final temporary REIL layout (16R)
■ Final temporarvASOS layout
Final tem ora WEF-420 fiber lass ole
September 14,2012 Page 12 of 22
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12.0 PERIMETER ROAD
12.1 Perimeter Road Design -- Plan and Profile
A perimeter road shall be designed to extend around the new runway extensions and connect to
the existing perimeter road. Temporary roadway pavement will be included as necessary to
maintain the access and continuity of the existing perimeter road. Discussions will be held with
the client as to whether Texas Department of Transportation (TxDOT) road design criteria or
City of Fort Worth road design criteria shall be used for the design. The width, including
shoulder width, superelevation criteria and maximum crosslopes, design speed, and pavement
material types shall be coordinated and established with client. Areas where crossings and
driveways to FAA facilities are to made shall be part of the discussion. Special signage and
traffic and pavement markings shall be considered. Design considerations shall include the best
locations for the placement of utility sleeves and duct banks for future crossing of utilities.
Preliminary and plan and profile sheets will be prepared for the design of the perimeter road and
will reflect the agreed upon horizontal and vertical design criteria.
12.2 Deliverables
The preliminary design of the perimeter road will be documented in the form of a technical
memorandum describing the design criteria, supported by exhibits showing the typical roadway
section and preliminary plan and profile information and the location of drainage culverts and
other underground utility crossings. Subsequent deliverables will include the 30% and 60%
complete construction documents for the perimeter road.
13.0 AIRCRAFT OPERATONS AREA AOA FENCE
13.1 AOA Fence Design
An AOA fence will be designed to enclose the extended runways and taxiway, the airfield
lighting vault and ALSF-2 light lane. The AOA fence design shall be in conformance with the
latest requirements for AOA fencing issued by the TSA and shall meet the latest FAA design
criteria. The new AOA fence will be designed and constructed to maintain security of the AOA
at all times. Discussions will be held with the client to ascertain the type of AOA fence desired.
Options shall include ornamental fence, galvanized chain link fence and PVC coated chain link
fence. All fence alternatives will include a concrete mow strip. The type, width and location of
gates will be coordinated with the client and issues such the DUD rating, types of fence
intrusion devices utilized, signage standards, mow strip standards, CCTV needs and gate motor
requirements will be established.
13.2 Deliverables
An overall plan of the AOA fence will be prepared to illustrate the location of the fence and
gates. The type of fence, mow strip and gates and other pertinent security considerations will
be documented in a technical memorandum. Subsequent deliverables will include the 30% and
60% complete construction documents for the AOA fence.
14.0 SEEDING AND SODDING
14.1 Seeding and Sodding Plans
Seeding and sodding plans will be developed based upon the proposed grading plans and other
areas anticipated to be disturbed by construction activities within the Project area. Disturbed
areas adjacent to airfield pavements are typically sodded. other disturbed areas are typically
September 14,2012 Page 13 of 22
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seeded. The plans will clearly indicate the location where sod shall be placed and where seed
shall be applied.
14.2 Deliverables
A technical memorandum shall be prepared describing the overall approach to establishing a
stand of grass on areas within the Project site disturbed by construction activities. A narrative
description of the methods contemplated for seeding (hydro-mulch, seed drill, etc), slope
stabilization and placement of sod will be identified. The technical memorandum shall
incorporate lessons learned from the previous Earthwork construction Packages regarding
seed mixes, seeding techniques and slope stabilization methods that have historically worked
well at Alliance Airport. The areas to be seeded and sodded will be clearly identified on an
exhibit. Additional deliverables shall include the 30% and 60% complete construction
documents for the seeding and sodding plans
15.0 CONSTRUCTION PHASING
15.1 Construction Phasing Plan
An overall construction phasing plan will be prepared for the Project. The plan will identify the
various enabling components of the Project to reflect a building block approach, with the
completion of usable units of work, in a logical, constructible manner, in accordance with FAA
Ac 1 5015370-2F. The phasing plan will identify contractor work areas, displaced runway
thresholds and corresponding safety areas, pavement markings, airfield lighting and signage,
temporary infrastructure such as NAVAIDS, fencing, pavement and utilities. Consideration to
minimize the impact of construction activities on airfield operations, including NAVAIDS and
airfield security will be necessary. This information will be used as the basis of the phasing
plans for the future individual construction packages.
15.2 Deliverables
The initial deliverable will be a preliminary construction phasing plan comprised of narrative
description a series of exhibits illustrating the sequence of construction for the Project. This
information will be revised throughout the design process and documented as construction
phasing plans in the 30% and 60% design submittals,
16.0 SAFETY RISK ASSESSMENT
Jacobs will incorporate a Safety Risk Management(SRIVI) approach during the design phase of
the project to ensure that all aspects of the project and associated users are considered and
protected for their individual operational requirements, Runway and taxiway designs will
incorporate the latest FAA and industry safety study findings and considerations, to reduce any
potential confusion to pilots or air traffic controllers. Line-of sight and visual scenes for pilots
and controllers will be assessed and modeled to validate operational requirements are being
met. Jacobs wili facilitate design review meetings to include Alliance Airport users, the FAA and
employees to collaborate, review and assist in the assessment of proposed designs toward
delivering a safety enhanced product.
The phasing of construction will require additional considerations for the dynamic changes and
potential operational impacts. This plan will be developed during the 100% design package
development. Jacobs will facilitate the development of a well thought out construction phasing
safety plan, which will ensure the safety of operations and personnel. This plan will be dynamic
September 14,2012 Page 14 of 22
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and will be assessed periodically to ensure that mitigation and safety measures are still effective
and are not introducing any new hazards.
16.1 Deliverables
The Design and Construction Phasing plans will be used as the basis of the SRM briefing and
assessment for the project. These plans will provide the stakeholders that ability to understand
the existing conditions, incremental changes anticipated, the associated dynamics, services
available and the end-state configuration.
A Technical Report will be developed that will capture the various comments provided during
the potential hazard identification, risk rating and mitigated solutions. once these mitigated
solutions have been accepted by the FAA and the airport Sponsor, they will be incorporated into
the final design and phasing plans.
17.0 TECHNICAL SPECIFICATIONS
17.1 Preparation of Technical Specifications
A three step process will be used to develop the technical specifications. First, a list of the
technical specifications will be assembled from the various design disciplines (civil, electrical,
etc). From this list, draft specifications will be prepared for inclusion with the 30% design
submittal. The technical specifications will then be prepared to a 90% completion for the 60%
design submittal. It is our experience that taking the specifications to a greater level of
completion in the earlier phases of a project helps to identify design/specification issues that can
be addressed early on in the life of a project. During this process, the biditems for each
technical specification will be identified and coordinated with the various design elements.
Identifying the pay items also assists with the development of the construction cost estimate.
17.2 Deliverables
A list of the technical specifications will be included in the Engineer's Report. Draft technical
specifications will be included with the 30% design submittal and 90% complete specifications
will be prepared for the 60% design submittal.
18,0 CONSTRUCTION COST ESTIMATE
18.1 Preparation of Construction cost Estimate
A detailed construction cost estimate will be prepared for the 30% and 60% submittals.
Quantities for each bid item will be measured from the design plans and the unit price for each
bid item will be researched and identified. An appropriate contingency will be applied to the
estimate. Quantity takeoffs and calculations will be included in a quantity book and will be
updated for each submittal.
Estimates of construction cost represent the consultant's best judgment as a design
professional familiar with this type of construction work. It is recognized, however, that neither
the consultant nor the owner has control over the cost of labor, materials or equipment, or the
Contractor's methods of determining bid prices, or competitive bidding, market or negotiating
conditions. Accordingly, the Consultant cannot and does not warrant or represent that bids will
not vary from the owner's Project budget or from any estimate of construction cost prepared or
agreed to by the Consultant.
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18.2 Deliverables
A construction cost estimate will be prepared for the 30% and 50% design submittals.
19.0 ENGINEER'S REPORT
The technical memorandums identified in this scope of work will be the basis of the Engineer's
Report. The narrative descriptions, design criteria, calculations and exhibits contained in each
technical memorandum will be organized in a report format to document the basis of design for
the Project.
20.0 RUNWAY SAFETY AREA EVALUATION
20.1 Topographic Survey
Provide an aerial topographical survey of approximately 100 acres south of Runways 34R and
34L; obstacles within the runway safety areas for both runways will be identified and mapped.
(See ADS scope of work and fee for mapping area)
Provide the following:
Locate above ground obstructions and elevation of the obstruction lated but not limited to (all
above ground feature will require measurement of height above the surface):
• Edge of asphalt
• Edge of concrete
• Drainage features, including channels
• Runway lighting
Centerline of runway
• centerline of taxiway
• Airfield markings (runway and taxiway center stripes)
• Airfield signs
• Airfield roadways
• Fencing
• Natural Ground(including top and toe of slope)
•
Property/ROW monuments
• Manholes (all utilities)
o Flow lines
o Approximate pipe sizes (if applicable)
o Direction of flow of applicable)
• Railroad tracks
• Utility Poles
• Trees
• Structures
• Horizontal datum shall be on North American Datum, 1983 (NAD '83).
• Vertical datum shall be based on city of Fort Worth vertical data.
September 14,2012 Page 16 of 22
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24.1.'1 Deliverables
• 3d (point map) drawing with TIN and contours in *.dgn format
• 2d (line work) drawing in *.dgn format
• ASCII file (containing each point number, Northing, Easting, Elevation, and Description),
all field notes, and sketches
24.2 Data Review and Analysis
The results of the topographic survey will be reviewed for compliance with FAA Orders and
current FAA runway safety area criteria. The FAA Runway Safety Area Determination for AFW
Runways 16L-34R & 16R-34L, dated September 5, 2000 will also be reviewed to acquaint
ourselves with previous work. We will identify runway safety area deficiencies and provide
solutions to mitigate those deficiencies.
24,2.1 Deliverable
A technical memorandum will be prepared that summarizes the information collected, identifies
any runway safety area deficiencies and provides solutions to correct those deficiencies. The
information will be conveyed through narrative descriptions, exhibits, tables and cross sections.
A rough order of magnitude cost estimate will be provided for mitigation strategy.
21.4 EVALUATE RUNWAY 16R FOR CAT 1/11/111 APPROACH
The Federal Express cargo hub operations, requires the availability of Category 1, 11 & III Low
Visibility Operations. The FAA has requested that Runway 16R be evaluated on what must be
accomplished to meet the various FAA criteria associated with CAT 1111 1 1 operations.
Runway 16R is currently a visual only operation. There is one published Side-Step procedure
off of the Runway 16L CAT 11 Procedure, that may be used down to a visual ceiling height of
406 feet and a visibility of 2 1/4 miles.
The FAA has been developing newer "Special" types of CAT 11111 procedures which do not
require as much navigational infrastructure as currently installed. This evaluation will validate
the aircraft users requirements to see if those procedures would be a viable and lower cost
option.
The evaluation will additionally verify the capability of the Runway 16R environment to meet
CAT 1/111111 operations under the current FAA criteria.
The assessment will incorporate, at a minimum, criteria in accordance with FAA Order
8400.13D, Procedures for the Evaluation and Approval of Facilities for Special Authorization
Cateciory I and All Cateqory 11 and 1111 Operations. Those criteria in general are,
• Aircraft user needs assessment-type of CAT 111111 system/procedure required by users.
Obstruction analysis -- evaluation of the various FAA imaginary surfaces required to be
clear for the various Instrument Procedures. The AGIS survey accomplished for the
runway extensions, will be leveraged for the potential Runway CAT 111111 evaluation.
• Lighting — runway and taxiway
Marking -- runway and taxiway
• Signage - runway and taxiway
• Navigational Aids—visual and electronic
September 14,2012 Page 17 of 22
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Low Visibility requirements — SMGCS
! Secondary Power--stand-by power requirements
21.2 Deliverables
A Technical Report will be prepared that quantifies the findings of each criteria listed above.
A feasibility airspace study will be developed to provide the FAA an advance opportunity to
review the findings and conduct a preliminary assessment for the proposed procedures).
22.0 LAND ACQUISITION
22.1 Land To Be Acquired
There are various tracts of land that need to be acquired to complete the land acquisition
process for the Alliance Airport Runway Extension Project. The existing ROW of FM 156 and
BNSF Railway in the path of the runway extension project needs to be surveyed and conveyed
to the City of Fort Worth. AIL land on the southeast side of Eagle Parkway needs to be
acquired for the Runway Extension and AIL land on the northeast side of Eagle Parkway needs
to be acquired to accommodate the re-alignment of Eagle Parkway. The abandoned ROW of
Eagle Parkway will also need to be surveyed and will be a part of the overall discussions in the
land acquisition process. Survey exhibits and a metes and bounds description will be prepared
for each parcel as well as an appraisal.
22.2 Deed Research
Deed research and mapping includes review of p rope rtylright-of-way records based on current
internet based Tarrant Appraisal District (TAD) and Denton county Appraisal District (DCAD)
information available at the start of the project and available on-ground property information (i.e.
iron rods, fences, stakes, etc.) for the property acquisition of associated with Alliance Airport
Runway Extension (not to exceed 15 potentially affected parcels). Below is a brief list of
properties that may be affected during the documentation of these properties:
Parcel No. From To
Parcel 1 ADL COFW
Parcel 2 American Airlines COFW
Parcel 3 AIL COFW
Parcel 4 AIL COFW
Parcel 5 BNSF COFW
Parcel 5 COFW (Road Vacation) AIL
Parcel 7 COFW Road Vacation COFW
Parcel 8 RR ROW Vacation COFW
Parcel 9 RR ROW Vacation AIL
Final plat Alliance Air ort Lot 1, B1, Phase 11
It does not include effort for chain of title research, parent track research, additional research for
easements not included in the TAD or DCAD data base, right-of-way takings, easement
vacations and abandonments, right-of-way vacations, and street closures. Any requirement to
provide the aforementioned services will be considered additional services.
September 14,2012 Page 18 of 22
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22.3 Field Location of Property Corners
Perform field investigation to locate and survey readily available property corners for the
potentially affected 15 properties.
22.4 Right-of-Way Document Preparation
• Prepare documents to be used to obtain property required to construct the Alliance
Airport Runway Extension improvements.
• Prepare documents to be used to vacate the existing City of Fort Worth Right-of-Way
(Formerly TxDOT state Highway FM 155).
• Prepare documents to be used for boundary surveys for the transfer of property
ownership from the City of Fort Worth to AIL for the BNSF property and vacated city of
Fort Worth ROW.
• Prepare platting documents to plat the property acquired for the Alliance Airport Runway
Extension.
• Submit right-of-way acquisition documents to the CITY for real property acquisition.
• The documentation shall be provided in conformance with the checklists and templates
available on the City of Fort Worth's Buzzsaw site as of the NTP.
• Deed Research and Mapping for the right-of-way acquisition of the proposed Alliance
Airport Runway Extension.
• Prepare right-of-way documents including Metes and Bounds per City of Forth Worth
Buzzsaw site as of the NTP (not to exceed 15 documents).
22.5 Administrative Procedures
Written communication to the property owners will be prepared informing them of the intent to
acquire right-of-way, advising them of their rights, and offering to accept donations of the right-
of-way including the Landowner Bill of Rights document. All files will be properly maintained as
required by the Federal guidelines. Initial title search will be performed and a complete owner list with
contact information will be assembled.
22.6 Right of Entry
Right of entry will be secured for required parcels. Right of Entry documents will be prepared
and submitted to each property owner to obtain access to the property for survey, geotech and
other services required for the Project.
22.7 Appraisal
An appraisal shall be prepared by a State Certified Appraiser for use in negotiations. The
appraisal will be completed in accordance with the Federal requirements. A copy of the
appraisals will be submitted to the city of Fort Worth for approval.
22.8 Appraisal Review
A written review of each Appraisal Report will be provided in accordance with the Federal
requirements. The review will make a recommendation to the City of Fort Worth as to the
amount of just compensation to be offered the owner. A copy of the appraisal and review will be
submitted to the City of Fort Worth for approval before any offers are made to the landowners.
22.9 Title Information
The Title commitment shall be reviewed for liens or other exceptions. We shall report the
results of the Title Commitment to the COFW, recommending the disposition of the exceptions.
September 14,2012 Page 19 of 22
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This contract assumes that Title Policies will be purchased. Any action required to clear title is
not included in the Scope of Work. Providing a clear title will be considered Additional
Services.
22.10 Recommended Negotiating Price
The offer to purchase the properties will be based on the Appraisals. The City of Fort Worth will
establish the value to be used in negotiation and the range of negotiating authority.
22.11 Negotiation
The services of qualified right-of-way agents will be utilized to secure the required right-of-way
for the Project. Our staff will negotiate on behalf of the City of Fort Worth and will provide the
property owner a copy of approved appraisal. We will provide a good faith effort to acquire all
the rights-of-way through a negotiation process, which will generally consist of no less than
three contacts with the property owner or his authorized representative. Generally, no more than
five contacts will be necessary to reach an agreement with the property owner or to determine
that further negotiations will be non productive, and that eminent domain actions may be
necessary to acquire the property. If absentee owners are involved, the negotiations may be
conducted via telephone, fax, or by mail.
The initial offer made to the property owner will be based on the value approved as previously
discussed. All counter-offers by the property owner along with our recommendations will be
presented to the City of Fort Worth for their consideration. The City of Fort Worth must approve
such counter offers before our agent will be authorized to agree to the requested changes. All
monetary offers made to the property owners will be within the limits authorized by the City of
Fort Worth in the various stages of the negotiation.
After reaching an agreement with the landowner on the consideration and all other terms of the
transaction, we will forward to the City of Fort Worth a Memorandum of Agreement (M/A)
executed by the property owner. This MIA sets forth the compensation to the land owner and
any other terms of the transaction. In the event these good faith efforts fail to produce a
satisfactorily negotiated right-of-way, we will recommend that the City of Fort Worth use its
power of Eminent Domain to acquire the right-of-way.
CLOSING PROCEDURES: Our agent will coordinate with the Title Company to deliver any
payments to the property owner and record the documents. The documents will be returned to
the City of Fort Worth after recording.
DOCUMENTATION; Written documentation will be maintained for each property in a separate
parcel file and will include, as a minimum, the name, address and telephone number of the
property owner and tenant, the property owner's verification of title information, the legal
description and plat, the authorized negotiating price, a copy of the Federal W-9 form, and a
copy of the right-of-way conveyance and curative documents. A periodic progress report on the
acquisition which will provided to the City of Fort Worth. The progress report will be issued on
intervals agreed upon by the parties at the organizational meeting at the beginning of the
projects).
A list of property owner's names on those parcels where negotiations were unsuccessful will be
submitted to the City of Fort Worth to a resolution authorizing condemnation of the needed
parcels.
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EMINENT DOMAIN 1 CONDEMNATION SERVICES
The requirements of the legal advisor and the different circumstances involved on each parcel
to be condemned makes it difficult to estimate the work effort which will be required. Therefore,
any condemnation work will be considered Additional Services and is not included in this scope
of work.
23.0 EAGLE PARKWAY
23.1 Update Plans and Specifications
-Fhe construction documents for the Relocation of Eagle Parkway were prepared and submitted
to the City of Fort Worth in October of 2007. The plans and specs will be updated to reflect the
latest city of Fort Worth standard construction details, bid items and specifications.
23,2 Deliverables
An updated set of construction documents for the Relocation of Eagle Parkway will be provided
to the City of Fort Worth. It is anticipated that the construction work will be included with the first
construction package for the Project.
24.0 ALTA SURVEYS
24.1 ALTA Surveys
ALTA surveys will be prepared for approximately 46 parcels associated with the right-of-way
acquisition for the relocation of the BNSF Main Line and Connector Track.
25.0 SUBSURFACE UTILITY EXPLORATION (SUE)
25.1 SUE
Perform SUE work required for this project in general accordance with the recommended
practices and procedures described in ASCE Publication Cl/ASCE 38-02 (Standard Guideline
for the collection an Depiction of Existing Subsurface Utility Data). As described in the
mentioned ASCE publication, four levels have been established to describe the quality of utility
location and attribute information used on plans. For this project, SUE data will be collected at
quality levels A or B:
• Quality Level B (OL"B") — Two dimensional (x,y) information obtained through the
application and interpretation of non-destructive surface geophysical methods. Also
known as "designating" this quality level provides the horizontal position of subsurface
utilities within approximately one foot.
Quality Level A (QL "A") — Three dimensional (x,y,z) utility information obtained utilizing
non-destructive vacuum excavation equipment to expose utilities at critical points which
are then tied down by surveying. Also known as "locating," this quality level provides
precise horizontal and vertical positional of utilities within approximately 0.05 feet.
Accurate collection and recording of underground utilities is a critical component of the design
process. A proven method of collecting and recording survey information once the utilities have
been designated in the field is being utilized. The field manager will produce detailed sketches
depicting each utility as well as relevant surface features such as roadways, building, manholes,
fire hydrants, utility pedestals, valves, meters, etc.
September 14,2012 Page 21 of 22
JACOB
Preliminary field sketches depicting the designated utilities will be prepared for use during
subsequent surveying activities. -rhese sketches will also be used to check the survey
information for completeness and accuracy.
25.2 Deliverables
SUE plans will be produced depicting the type and horizontal location of the designated utilities.
The size of each utility will also be presented on the SUE plans if this information is indicated on
available record drawings.
September 14,2012 Page 22 of 22
A
September 12, 2012
Jeffrey Toner
Jacobs
777 Main Street
Fort Worth, TX 76102
Dear Mr. Toner:
Per your request, Aerial Data Service (ADS) is pleased to present our proposal for aerial photography,
digital mapping, obstacle identification and digital orthophotos of the Alliance Airport Runway
Extension Project near Fort Worth, Texas, as shown on the project map below.
All mapping will be performed using standard industry procedures and will meet or exceed American
Society of Photogrammetry and Remote Sensing (ASPRS) Class I Accuracy Standards for the proposed
map scale.
Aerial Photography
ADS shall obtain new color aerial photography suitable for preparation of the proposed digital mapping
and digital orthophotos.
Ground Control
Jacobs shall provide all ground control required for preparation of the proposed digital mapping and
digital orthophotos. Thirty-two (32) ground control points will be required. Proposed ground control
locations are shown on the control layout map below.
Digital Mapping (Areas A Et B)
Digital data will be collected at a 1" = 50' scale for planimetric features that are identifiable on, or
interpretable from, the aerial photographs. Map features to be collected for this scale of planimetric
mapping shall include the following: pavement edges, lights, signs, utility poles and NAVAIDS.
All utility poles in "Areas A and B" shall also include a top of pate elevation.
Digital terrain model (DTM) data will be collected for breaklines and mass points. Digital contours will
be determined at V intervals from the DTM data.
Digital data wit[ be delivered in specified format.
Obstocle identification
Data collection for obstacle identification areas, as shown on the project map below, shalt be limited
to utility poles, structures and trees. These features shall be collected as point features and shalt
include their Location and top of feature elevation.
Option I: As an option, digital data will be collected at a 1" = 50' scale for planimetric features that are
identifiable on, or interpretable from, the aerial photographs. Map features to be collected for this
scale of planimetric mapping shall include the following: pavement edges, lights, signs, utility poles
and NAVAIDS. Digital terrain model (DTM) data will be collected for breaklines and mass points. Digital
contours will be determined at V intervals from the DTM data.
Jacobs
Alliance Airport Runway Extension
September 12, 2012
Page 2
Digital Orthophotos (Extents of ■•.
ADS will provide digital orthophotos from the aerial photography at a scale of 1" 50' for the Extents of
Imagery as shown by the red outline on the project map below. Orthophoto image files will have a pixel
resolution of 0.25`and will be delivered as computer image files in TIFITFW format.
Preparation Site
ASPRS Class I Accuracy Standards cannot be guaranteed for areas mapped using summer photography
unless site preparation is completed prior to obtaining aerial photography. Site preparation, if
required, shall be the responsibility of Jacobs. Areas obscured by dense vegetation will be delineated as
obscured and contours will be dashed (or not represented) through these areas. ASPRS Class I
Accuracies cannot be guaranteed in these areas and additional field surveys (not covered in the scope
of this contract) may be necessary.
Schedule
Project shall be complete approximately 3 weeks from imagery acquisition and receipt of ground
control information.
Items to Be Delivered
1. Digital data (planimetry, DTM data, contours and obstacles) in specified formats
2. Digital orthophotos in TIFITFW format
Aerial Data Service
8301 E. 51St Street, Suite 100-Tulsa, OK 74145 - 918.522.4144 ph- 918.522.4119 fax
12710 Research Blvd., Suite 370 Austin, TX 78759 - 512.250.5880 ph- 512.250.5915 fax
800.888.9163
Jacobs
Alliance Airport Runway Extension
September 12, 2012
Page 3
Our fee for the proposed services is:
Color aerial photography, digital mapping,
obstacle identification and digital orthophotos...........................................$20,374.66
Option I: (Togo data collection in Obstacle Identification Areas)...................... 962.66
Total..............................................................................................$22L337.32
Invoices will be submitted monthly for work completed during the period. All invoices will be due in 30
days (NET 30) unless alternate arrangements are made prior to work authorization.
Thank you for the opportunity to submit this proposal. If further information is required, or if we may
be of assistance, please contact us. To accept this proposal, please sign below and return to Aerial
Data Service.
Sincerely,
AERIAL DATA SERVICE, INC.
Doug Ward, CPILSIT
Vice President of Operations
ACCEPTED this day
of , 2012
BY:
PRIN-FED NAME/TITLE:
DWlnam (#12-233)
Aerial Data Service
8301 E. 51s'Street, Suite 100-Tulsa, OK 74145- 918.622.4144 ph - 918.622.4119 fax
12710 Research Blvd., Suite 370 Austin, TX 78759 - 51 2.250.5880 ph- 512.250.5915 fax
800.888.9163
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5000 Thompson Terrace
Colleyville,Texas 76034
8 3359
Fa,x(817).135,-9955
AUTHUKIZATKiN FO!K vROFESSIt"'NAL SPEURVICES*
PROJECT NAMES Alliance Runway Extension NISF Mainline Relocation
ROJECT N . 10-0370.04 MOD #8
CLIENT: Jeff Toner, P.E.
Jacobs Engineering
ADDRESS: 777 Main St.
Fort Worth, e s 6
SCOPE OF SERVICES:
See attached Exhibit 'A' and layouts for detail Scope of Services.
COMPENSATION:
N:
PROFESSIONAL, SERVICES
Prepare, property Documents in ALTA Sy[yje Format and Beguirem
.
4
5.
Total $51 400.00
TOTAL ENGINEERING COMPENSATION: 1400.00 Lump Sum
Add tloonaw se ices not covered in thi's authorization and 'its attachments will be provided
on an hourly basis per Exhibit X13'.
Services covered, by this authorization shall be performed in accordance with
PROVISIONS stated on the attached form.
Approved for CLIENT Accepted for A N.A. Consultants, L.L.C.
By- B . " "►
as P.E,.
"tle� rite- Vice President
Date Date-. 95/2�01 2
IN
CLIENT SATIS AC'TION IS OUR B USINESS
A 120350-Phase 8-Alta Survey-B"NSF dacx
� .,.,.,_.. .................
A.N.A. Consultants, L.L.C. Exhibit A — Scope of Services
...........
A.N.A. Consultants, L.L.C. (herein referred to as ANA) is prepared to provide specific
civil engineering services for the Alliance Runway. Extension — BNSF nlin__
Relocation-Mod No. 8 (herein refer to as PROJECT) for Jacobs:
Engi nee riN
(herein called JACOBS,).
1 .0 INTRODUCTION
The purpose of thl's, Scope of work (SOW) is to provide surveying services, technical
manpower, and deliverables for the preparation of Right-of-Way (ROW) Documents to
be implemented for the PROJECT.
1.1 project Summary
This modification is to address increase scope of work from the original
contract and previous contract modifications for the following items:
■ Additional preparation requirements needed for 2005 ALTA
survey requirements for the 46 ROW documents for transfer to
BNSF. Documents will have updated clear title conveyance
removing existing easements from property that will be
transferred to BNSF for the mainline track realignment.
■ rhis will work will be conducted on ROW documents completed'
wlithin the original contract and previous contract modifications.
No additional ROW will be required. Additional ROW,
easement, or temporary easement documents will be
considered additional services and require additional
compensation.,
1.2 Information to be Provided by ,JA COB,
Upon receiving a notice to proceed c TP , J,ACOBS, shal,l, furnish the
nelcesisary, hardcopy and electronic copy of the PROJECT CAD D files
necessary for or incidental to the performance of work set forth herein for
the completion of the Right-of-Way Parcel Documents. These files
include but are not limited to the following:
■ Project, Border Sheet
Project C,ADD Standards
Overall alignment and aerial photo with alignment layout
Existing and Proposed BNSF Rail Plan and Profile plan sheets
including drainage. (All phases, during the construction plan
preparation)
■ All Design Sheets (Plan-Plan Sheets and/or Plan-Profile sheets; ie.
cut sheets) as required by the client to prepare signing and striping
sheets, with all necessary reference files attached for reference use
(All phases during the construction plan preparation)
• Any property documents including right-of-way, deed sketch, field
notes, title research, etc. previously used on any projects
ANA No. 12-350 Alliance Runway Ext. — BNSF Reloc. —MOD 8
Confidential Page 2 9012
...........
AXA. Consultants, L.L.C. Exhibit A— Scope of Services
associated with the Alliance Airport Runway Extension. (All phases
during the construction plan preparation)
All Right-of-Way and property map electronic files in MicroStation
format related to any project associated with the Alliance Runway
Extension project, (All! phases during the construction Plan
preparation)
• All field notes, field sketches, Micro Station C D files, ASCII files,
electronic files related to the project benchmarks and project control
points. (All phases during the construction plan preparation)
All information neeldiled to establish GPS equipment on appropriate
project coordinate base.
2.0 SCOPE
ENGINEER will support and perform activities related: to ROW and land as outlined
below, per direction and guidance from the JACOB 11 s Project M�ain�ag�er.
Task 1: ALTA Survey (2005) R'Ight-of-Way Document Preparation
The JACOBS shall determine rights-of-way areas needed for construction of
the project. ANA is not responsible for determining right-of-way parcel size or
area. Right-of-Way areas that are altered after giving ANA, notice to proceed
with right-of-way d
oicum:ent preparation will require add*fional compensation
to modify said right-of-way documents.
ANA shall prepare documents to be used to transfer right-of-way from City of
Fort Worth to BNSF required to construct railroad Mainline improvements.
ALTA ROW Documents wi'l�l have updated Title; Commitment Schedule "'B"
illustrating removed easements that have been vacated per condemnation
and removal of existing utilities associated with the BNSF Railroad Mainline
project per BNSF design engineer.
ANA shall submit the right-of-way acquisition documents to JACOBS PIVI for
i
real property acquisition. ANA will not perform any services related property
acquisition.
The documentation shall be provided in conformance with the checklists and
templates available per Table A of the 2005 ALTA Survey Requirements, with
the exception of items 1, 51, 61, 7 , 7(c),, 1011 11(a)f 12, 1411 15) 16, 17, 18, and
19.
The documentation on the ALTA survey for the topographic survey and
identifying existing utilities on properties will be provided by Multatech's
survey and engineering data used to prepare engineering design for the
�BNS,F MainliI
ne track.
JACOBS will provide updated Title Commitments and Schedule B for the
updated ROW Documents.
ANA No. 12-350 Alliance Runway Ext. — BN SF' Reill,oic,., —MOD, 81
Confidential Page 3 9/5/20,12
A.N.A. Consultants, L.L.C. Exhibit A — Scope of' Services
BNSs F Railroad Mainline design eingineer will provide adequate
documentation to verify the existing utilities have been cleared from the ROW
and/or are abandoned in place.
ANA is not responsible for any utility clearance or coordination.
3,0 ADDITIONAL SERVICES
If authorized by JACOBS to perform any other services not included in the basic
services listed above, ANA may perform, Optilonial, services for additional
compensation, on a reimbursable hourly basis or by amendment to current
contract. Providing Utility Coordination for BNSF Mainline relocation, Subsurface
Utility Engineering, and Topographic Survey services are not 'Included in the
scope of work and will require additional compensation if required by the City of
Fort Worth or BNSF.
Defiverables
Convert original contract and previous contract modification ROW documents
to f meet 210,05 ALTA Survey Requirements listed, above (46 ROW') and remove,
easements that have been vacated pier con�delmna,tioln and removal of existing
utilities associated w,ith the BNSF Railroad Mainline project.
3. COMPENSATION
Lump i Sum Fee
The ENGIN ill accomplish the Basic Services for a lump sum fee of
1 t4�00.00 - 3 plus "Additional Expenses not included in Fee
Proposal" and required sales taxes on certain related services if any).
The following "Additional Expenses not included in Fee Proposal" will be billed at
our cost plus 10%; for both Basic and Optional Services:
a) Platting, application I inspection, filing, rev iew or other fees paid directly by
ANA on behalf of JACOBS: at the prerogative of ANA so as to expedite,
submittals, rather than waiting for J C,OB,S to provide, check for these fees
prior to the time of submittal.
b) Any cost related to pu,rchiasi,ng and miaintaining, additional 'insurance
reqluirements, required by railroad in order to enter and work on railroad
ri�f
property to complete the project.
c) Any cost related to permits in order to enter and work on railroad or city
property to corn pletiethe pr0
i 'lect.
1
d) Any costs related to preparing Temporary Right,-of-Entry Documents for
surveying or construction purposes.
ANA No. 12-350 Alliance Runway Ext. — BNSF' Reloc. —MOD 8
Confidential Page 4 9/5/2012
A.N.A. Consultants, L,.L.C. Exhibit A — Scope of Services
.. ...........
e) All courier delivery including but not limited to local couriers, FedEX, UPS,
and Express US postal Mail. (This will be billed at Direct Cost plus 15%.)
f) All Reproduction costs, excluding in house plotting and data processing.
g) Any costs related to installing field monuments using concrete and brass
disks.
h) Any cost related to Subsurface Utility Engineering.
*1) Any cost related to providing a ROW strip map or any additional exhibits
for client presentations.
j) Any cost related to Topographic Surveying.
,Billing fo,r Baslfc andlo:r Op:tio!nall Services.- will' be made monthly on a "percent
complete" basis for fees listed as lump sums, or on an hourly reimbursable basis
for other Optional Additional Services. Payment of each invoice will be due within
15 days of receipt by JACOBS of invoice from ANA. Compensation and payment
thereof is not contingent upon the consummation of any closing, loan, real estate
transaction, zoning,, plat or plans approval, or any other permit or condition. An
interest charge at the rate of 1.5% per month will be assessed to any amounts
outstanding more than 30 days from the invoice date. ANA may suspend its
services without liability for consequential or other damages if payment is not
received within 30 days of any billing.
ANA No. 12-350 Alliance Runway Ext. — BNSFRelo1c., —MOID 81
Confidential Page 5 9/5/2012
........_�� ........ .
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ATTACHMENT "C"
CHANGES AND AMENDMENTS To STANDARD AGREEMENT
Design of Extensions for Runway 16R, Runway 16L and Taxiway A at Alliance
Airport, Fort Worth Texas
AMENDMENTS
Article 11: Consultant shall be paid a lump sum amount of two million, three hundred
thirty-four thousand, four hundred ninety-four dollars ($2,334,494.00) as shown in
Attachment "B" invoiced monthly, on a percent complete basis.
Article VI (1): Shall be revised to read as follows: "The CITY shall be entitled, upon its
request and without incurring expense, to promptly receive Verification that ENGINEER 7 S
insurance policies, including endorsements thereto, are active and in force as noted on
certificates insurance provided to the CITY and, at the CITY'S discretion the ENGINEER
may be required to provide proof on insurance premium payments."
Article x: The CITY has established a disadvantaged business enterprise (DBE) goal of
18% for this contract.
SPECIAL PROVISIONS
The following are added as additional provisions to the Agreement.
Standard of Care: The standard of care applicable to the ENGINEER's services will be
the degree of skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
Consequential Damages: Notwithstanding any other provision of this Agreement to the
contrary, the parties hereto mutually agree that neither party shall be liable to the other
for any indirect, incidental, consequential, exemplary, punitive or special damages or loss
of income, profit or savings of any party, including third parties, arising directly or
indirectly from the parties' relationship under this Agreement or applicable law.
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Official site of the City of Fort "forth,-Fexas
CITY COUNCIL AGENDA F FoRTWoRm
COUNCIL ACTION: Approved on 11/12/2012
REFERENCE 55AFW - RUNWAY
DATE: 11/12/2012 NO.: C-25979 LOG NAME: EXTENSION DESIGN
PHASE 9
CODE: C TYPE: NON- PUBLIC NO
CONSENT HEARING:
SUBJECT: Authorize Execution of an Agreement with Jacobs Engineering Group, Inc., in the Amount
of$2,334,494.09 for Program Management and Design Services for Phase 9 of the
Runway Extension Project at Fort worth Alliance Airport (COUNCIL DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of an Agreement with Jacobs
Engineering Group, Inc., in the amount of$2,334,494.00 for program management and design
services for Phase 9 of the Runway Extension Project at Fort Worth Alliance Airport.
DISCUSSION:
On March 27, 2001, (M&C C-18528) the City Council approved an Agreement with Carter and
Burgess, Inc. now known as Jacobs Engineering Group, Inc. (Jacobs), for Phase I program
management services for the Runway Extension Project at Fort worth Alliance Airport. Subsequently,
similar services have been performed in multiple phases under individual Agreements as funds
became available. This Agreement will be for Phase 9 program management and design services.
Jacobs has submitted a fee proposal in the amount of$2,334,494.00 for Phase 9 that includes, but is
not limited to: program management services and the design of extensions for Runway 10R, Runway
15L and Taxiway A. This work results in two 11,000 foot runways. A small portion of Eagle Parkway
will be relocated to accommodate embankment and drainage infrastructure. This fee proposal has
been negotiated and deemed reasonable.
Federal Aviation Administration funds from Alliance Runway Extension Grants will be used for this
project. Existing land credits that remain from the original land donation for Alliance Airport will be
used for the City's 10 percent in-kind match.
MIWBE -Jacobs is in compliance with the City's DBE program by committing to 19 percent DBE
participation on this project. The City's DBE goal on this project is 19 percent.
This project is located in COUNCIL DISTRICT 2.
FISCAL INFORMA'I"IONICERI'IFICA-LION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Airport Grants Fund.
http://apps.cfwnet.org/council_packetlmc—review.asp?ID=1 7646&councildate=11/12/2012 11/1 6/2012
TO Fund/Account/Centers 'FROM Fund/Account/Centers
GR14 539120 05521 8541 300 12,334,494.00
Submitted for City Manager's Office §r. Fernando Costa (6122)
Or*igi*nati'ng Department Head:. Bill Welstead (54+ 2)
AddIftional Information Contact: Ruseena J!ohn�soin (54017)
ATTACHMENTS
00960 Pro[ect Map.pdf
http://apps.cfwnet.org/council_packe,t/mc—review.asp9ID=17646&counciIdate=1 1/12/20:12 11/1 '0,12