Sue Ellen Fairley From: Sent: To: Subject: Nancy Cline Tuesday, April 18, 20068:57 AM Sue Ellen Fairley Contracts for Arapaho , Would you please look up and copy each contract for Arapaho
Rd design with HNTB and URS? Also, please copy contract amendments for HNTB. Also, please copy the monthly pay requests from HNTB. If you could do this before you go to lunch, I would
really appreciate it. I am at my house waiting on a repairman who told me he 􀁷􀁾􀁳 three blocks away about 15 minutes ago. ??? Confusing. Thanks, Nancy , 1
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'({) AGREEMENT THIS AGREEMENT is made by and between 􀁉􀁄􀁾􀁔􀁂 Corporation, hereinafter called "ENGINEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, Owner
desires Engineer to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said services, hereinafter referred to
only as "services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES
The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design
of Arapaho Road from Surveyor Boulevard to Addison Road. I. Project Definition This project consists of the preparation of plans and specifications for bidding and construction of Arapaho
Road Phase III from Surveyor Boulevard to Addison Road (the Project). The project will be a 4-lane reinforced concrete roadway, with tum lanes at Surveyor Boulevard and Addison Road.
A grade separated intersection will be provided at Midway Road. The design of the bridge over Midway Road is not included in this scope of services. Services will generally include geotechnical
investigation and recommendations; final construction plans for the roadway, structure, stormwater, water, wastewater, landscaping, irrigation, traffic signals, construction sequencing,
signing and striping; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. II. Detailed Scope of Basic Services
The improvements have been implemented in several phases consistent with the availability of funds to complete final construction plans and specifications and to finance the construction.
The scope of services for the schematic design are described in a separate scope of services and Agreement between the Town of Addison and 􀁉􀁄􀁾􀁔􀁂 Corporation executed February 12,
1997 with official authorization to proceed dated March 9, 1998. The basic scope of services for construction documents from Marsh Lane to Surveyor Boulevard (Phase II) are described
in a separate scope and Agreement executed October 18, 2000 between the Town of Addison and HNTB Corporation. 1
A. Phase III Final Design -Paving, Drainage, and Utilities 1. Prepare final construction drawings. (Scale 1" = 20' Horizontal and I" = 5' Vertical except as noted.) The plans will be
designed to meet current ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes c. Quantity Sheets d. Removal Plans e. Typical Sections f. ConsLru.ction
Phasing (Scale 1" = 40') g. Survey Control h. Utility Relocation Plan 1. Paving Plan and Profile Sheets J. Paving Details k. Signing and Striping Plans (Scale 1" = 40') 1. Erosion Control
Plans m. Grading Plan n. Driveway and Special Grading Sheets o. Drainage Area Map (Scale 1" = 100') p. Stormwater Plan and Profile Sheets q. Roadway Cross Sections r. Street Lighting
Plan 2
2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit four (4) sets of plans for review to the Owner for 65% review, 95% review, and 100% (final). 5.
Incorporate Owner's review comments into plans after each submittal. B. Streetscape Engineer's understanding is the Project will consist ofright-of-way improvements for Arapaho Road
from Surveyor Boulevard to Addison Road. The current R.O.W. will be widened in some areas allowing for additional landscaping. Proposed streetscape improvements will utilize the existing
Town Landscape Ordinance and guidelines. Critical visibility concerns shall be incorporated into the overall roadway improvements. This proposal does not include architectural improvements
related to the proposed bridge spanning Midway Road. These improvements may be added at a later date by the Owner through a supplemental agreement.. Basic Services 1. Schematic Design
a. Engineer will attend a kickoff /programming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master
plan for Phase III. b. Based on initial programmatic meetings with the Owner, Engineer will proceed with site development concepts to develop a schematic landscape master plan. Schematic
design plans will be drawn at a scale sufficient to explain design intent. The drawings to be produced will be one rendered site plan and necessary cross sections and enlarged plans
as required to explain design intent. c. Engineer will meet with the Owner to present the schematic landscape master plan and will receive comments from staff for incorporation into
the design development package. 3
2. Design Development a. Based on the approved schematic design, Engineer will prepare a design development package. This package will include the following: • Materials plan • Site
grading plan • Site walls/entry features • Hardscape/paving Site lighting (location and fixture type) • Landscape plan • Critical cross-sections This package will include an appropriate
level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refine probable construction costs. b. Engineer will prepare an
opinion of probable construction costs based on design development drawings. c. Engineer will meet with the Owner to review the design development package and will receive comments from
staff for incorporation into the construction document package. 3. Construction Documentation a. Based on the approved design development package, Engineer will prepare contract documents
sufficient to describe the work necessary for construction. The following drawings will be prepared: • Layout and materials plan • Enlarged intersection layout & materials plan, if required.
• Grading plan for the R.O.W. improvements • Enlarged intersection grading plan, if required. • Planting plan • Enlarged intersection planting plan, if required. • Irrigation plan •
Enlarged intersection irrigation plan, if required. • Site lighting (location & fixture type) • Details and sections at appropriate scales necessary to convey the sizes, appearances,
finishes, and colors of all pavements, walls, site furnishings, and light fixtures. • Coordinate structural details and incorporate on plans to be approved by structural. b. Engineer
will prepare technical specifications describing all elements of the proposed work. 4
c. Engineer will prepare a revised OpInIOn of probable construction costs based on design development drawings. d. Engineer will meet with the Owner to review the construction document
package and will receive comments from staff for finalizing the construction document package. 4. Construction Observation a. Engineer will attend a kickoff meeting with the Owner, the
selected landscape /hardscape subcontractor and General Contractor to review the project requirements, schedule and responsibilities. b. Engineer will review and approve subcontractor
submittals regarding landscape and hardscape material specified for the streetscape project and keep logs for submittals. c. Engineer will coordinate the preparation of record drawings
with the landscape /hardscape contractor, review for completeness and issue to the Owner with all records of construction developed for the project based on documents delivered to Engineer
by such contractor. This will constitute the project close out of the construction phase. 6. Additional Services The following services are not included in the scope ofbasic services.
Engineer shall provide these services if authorized in writing by the Owner on a time and expense in addition to the compensation for Basic Service. • Illustrative renderings beyond
those described in the Basic Services. • Zoning changes or variances C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 25 half-size sets ofplans and bid
documents. 3. Conduct pre-bid meeting. 4. Prepare necessary addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder for the award of the construction
contract after performing reference checks. 5
D. Construction Administration 1. Provide three (3) full-size and five (5) half-size sets of plans and specifications for Owner. 2. Provide two (2) full-size and three (3) half-size
sets of plans and specifications for Contractor. 3. Conduct pre-construction meeting. 4. Respond to Requests for Infonnation. 5. Review submittals, as required by the contract documents.
6. Provide construction administration and observation services. 7. Attend final inspection and prepare punch list. 8. Prepare mylar record drawings and electronic files. III. Detailed
Scope of Additional Services A. Surveying 1. Update property ownership, to include current ownership. Any subdivision of the existing parcel will be addressed on a case by case basis.
2. Stake centerline at 50-foot intervals with PC's and PT's prior to geotechnical borings perfonned in field. 3. Locate bore holes horizontally and vertically. 4. Cross sections of Arapaho
Road at Midway Road to include lane shots. 5. Project management and administration for surveying elements. B. Geotechnical Investigation The geotechnical services will include the following:
field investigation, laboratory testing and engineering analysis in order to develop recommendations to guide design and construction of Arapaho Road. 1. Field Investigation 6
Drill and sample 25 borings for this project. The following table summarizes the proposed number of borings for the various structures. Proposed Structure Total Number 􀁯􀁦􀁂􀁯􀁲􀁩􀁮􀁾􀁳
Bridge 7 Retaining Walls and Box Culvert 14 Pavement 4 The bridge borings will be advanced a depth of 20 feet into unweathered gray limestone. The bridge borings are therefore anticipated
to extend to a total depth of approximately 35 feet. The retaining wall box culvert borings will extend to a depth of 15 feet. The pavement borings will extend to a depth of 10 feet
or 5 feet into weathered limestone, whichever is encountered first. The borings will be continuously sampled to a depth of 6 feet, and at 5-foot intervals thereafter andlor at each change
in the stratum until boring termination. The soil samples will be obtained with thin-walled tube andlor split-spoon samplers, depending upon the soil type and consistency. The bedrock
in the bridge borings will be continuously cored. Samples of the bedrock from the other borings will be obtained from the auger cuttings. Texas Cone Penetrometer (TCP) tests will be
performed at 5-foot intervals to evaluate the bearing properties of the bedrock. The drill crew foreman will record the depth that seepage water is encountered during drilling. Water
level readings will also be obtained from each boring at drilling completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. It is
understood that ARS Engineers (ARS), the project surveyor, will stake the centerline of the roadway alignment to assist us in locating our borings in the field. Terra-Mar will then stake
the boring locations. The boring locations will be marked in the field so that ARS can determine the boring coordinates and ground surface elevations following the field exploration
program. Owner shall coordinate with the Engineer to obtain right-of-entry to the property so that the boring locations will be accessible to our conventional truck-mounted drilling
equipment during normal working days. Traffic control services shall be Additional Services if required to complete the borings. 7
The drilling operations will proceed in a manner that will avoid the potential of damage to underground utilities. Owner shall provide any information regarding any of their existing
underground utilities that are present on-site prior to Engineer beginning the fieldwork. Engineer will coordinate underground utility line clearance with the Texas Excavation Safety
System, the Owner, Dallas Water Utilities, and Dallas Area Rapid Transit (DART), and any other utility companies known to be in the area. However, Engineer will not be responsible for
damage to underground utility lines that are not properly identified prior to mobilization of drilling equipment to the site. 2. Laboratory Testing The proj ect geotechnical engineer
will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate the pertinent engineering
properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, unconfined compression, and calibrated penetrometer tests. Lime series
tests will be performed to determine the optimum lime content for subgrade stabilization 3. Engineering Analyses and Report The results of the field investigation and laboratory testing
programs will be evaluated to provide recommendations for design and construction of the roadway. The results of this investigation will be presented in an engineering report, Three
copies of the report will be submitted to the Owner. The report will include the following: a. Logs of borings in TxDOT "WinCore2" electronic format, laboratory test results, borehole
water level observations, and a plan ofborings. b. Recommendations for design of drilled shaft bridge foundations, including allowable bearing resistance, estimated depth of bearing
stratum, and estimated foundation settlement. c. Recommendations for design of mechanically stabilized earth retaining wall foundations that will include allowable bearing pressures,
sliding resistance, global stability, and estimated settlement. d. Recommendations for design of the box culvert, including equivalent fluid pressures and allowable bearing pressures.
8
e. Recommendations for retaining wall and box culvert backfill soil types, backfill placement, and compaction. f. Evaluation of the impact of the box culvert on the performance of the
proposed pavement section, including recommendations for reducing the amount of differential movement between sections of the roadway supported over the box culvert and box culvert backfill,
and sections supported on the existing subgrade soils. g. Recommendations for pavement subgrade preparation. h. Recommendations for Portland cement concrete pavement sections. Owner
will arrange to provide the anticipated traffic loading for use in our analysis. 1. Discussion of potential construction problems, such as hard rock excavation, groundwater, and subgrade
instability. c. Traffic Study a. Signal Design Layout 1. Prepare preliminary traffic signal design plans and specifications for intersection of Arapaho Road at Addison Road to include
railroad preemption. Plans and specifications will be prepared using Owner standards. 2. Review plans and specifications with Owner and revise as necessary. Prepare final plans, specifications,
construction estimates and contract documents for installation of traffic signals throughout project limits. b. Traffic Signal Data Collection 1. Collect AM peak period (6:30 -9:00 AM)
and PM peak period (4:00 PM -6:30 PM) turning movement counts in 15 minutes intervals, including pedestrian counts, for two representative intersections. These intersections will provide
a general understanding of the volume of traffic and traffic characteristics of the area. 2. Compile the existing traffic turning movement counts for the AM and PM peak hour time periods
and determine the existing AM and PM peak hours, peak hour factors and percent trucks for each intersection. Balance the traffic turning movement counts for Phase II and Phase III for
the AM and PM peak hours. Prepare base maps for Phase II and Phase III illustrating the existing peak hour turning movement counts, intersection geometrics, speed limits, distances distances
between intersections, percent trucks, peak hour factor, and existing traffic signal phasing. Compile the existing 9
traffic signal timing plans to determine the existing traffic signal phasing, cycle length, minimum and maximum green times, yellow times, all-red times, walk times and flashing don't
walk times. c. Initial Traffic Analysis -Segment 1 (West ofMidway Road) 1. Analyze the three signalized intersections in Segment 1, (Marsh, Surveyor, and Belt1ine/Marsh) utilizing an
interactive process to provide coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. More specifically, the following process will
be utilized for both the AM and PM peak hours: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all· movements operate at LOS
D or better. • NOSTOP -With the green splits designed in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum proglession on the corridor. • SIGNAL2000
-Rerun, if necessary, if the cycle length is different through NOSTOP than originally assumed. • TRANSYT-TRANSYT-7F -Holding the cycle length and green splits constant, run this program
to optimize offsets to provide progression for the highest volume movements (minimize system delay). Summarize the results with measure of effectiveness tables and phasing/timing diagrams
and illustrate the train preemption phasing. 2. Jack Hatchell & Associates will assist the Engineer in a management role consisting of technical assistance and plan review for traffic
signal timing plan for Arapaho Road from Marsh Lane to Surveyor Boulevard and Marsh Lane from Beltline Road to Arapaho Road. d. Initial Traffic Analysis -Segment 2 (East ofMidway Road)
1. Analyze the six signalized intersections in Segment 2 of Phase III, (Addison, Edwin Lewis, Quorum, Spectrum, Addison/Lindberg, and Addison/Beltline) utilizing an interactive process
to provide coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. The goal will be to provide traffic signal progression along the three
signalized intersections along Addison Road and the four signalized intersections along Arapaho Road. The following process for both the ANI and PM peak hours: 10
• SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS D or better. • NOSTOP -With the green splits designed
in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000 -Rerun, if necessary, if the cycle length is different
through NOSTOP than originally assumed. • PASSERII -Holding the cycle length and green splits constant, run this program to optimize the offsets for through movement progression on Addison
Road and Arapaho Road. Two runs will be completed consisting of one run for Addison Road and one run for Arapaho Road. • TRANSYT-7F -This program will be used to combine the two PASSERII
runs and fine-tune the offsets for higher volume turning movements (minimize system delay). Summarize the results with MOE tables and phasing/timing diagrams. Illustrate the train preemption
phasing. 2. Jack Hatchell & Associates will assist the Engineer in a management management role consisting of technical assistance and plan review for traffic signal timing plan for
Addison Road from Beltline Road to Lindberg and for Arapaho Road from Addison Road to Spectrum. Assist Engineer with coordination with railroad and traffic signal design for railroad
preemption. e. Technical Memorandum Document the procedures, findings and recommendations of the traffic signal timing analysis, with exhibits, tables and text in a technical memorandum.
The technical memorandum will also include an appendix with the traffic software output. Note: Additional information on the Traffic Study is included In Exhibit B. D. Phase I Environmental
Site Assessment See Exhibit A for detailed description. E. Construction Observation • It is anticipated the Owner will require assistance with construction observation throughout the
construction duration. Two separate Construction Observation tasks are included. The first will be full-time bridge construction observation. The second will be half-time roadway construction
observation. Full-time is 40 hours per week throughout the duration the construction 11
schedule. Half-time is 20 hours per week throughout the duration the construction schedule. The bridge construction is estimated to take twelve months. The roadway construction is estimated
to take fifteen months. If the duration differs from these estimates, the compensation shall be adjusted accordingly. The following tasks would be performed by this task. A supplemental
agreement will have to be completed prior to the preconstruction meeting. 􀁾 Monitor construction activities including office/on-site observations during construction operations. This
effort will be performed in association with the Owner's staff to supplement their own inspection staff. 􀁾 The Engineer's construction representative and staff shall be stationed in
Engineer's offices for the administration of the contract documents. 􀁾 The Engineer's construction representative shall assist in working with the Contractor to address RFI's, shop
drawings, and related questions concerning design issues to support timely response and resolution of Issues 􀁾 The Project construction representative shall assist in monitoring the
construction schedule on an ongoing basis at bi-weekly intervals based upon a 12-month construction schedule, and report to the Owner on matters that may lead to delays and deficiencies.
􀁾 Review requests for alternatives and substitutions from the Contractor and submit them, together with Engineer's recommendations, to Owner for consideration. 􀁾 Review and make recommendations
on contractor submitted shop drawings. 􀁾 Observe bridge construction and related components. 􀁾 Observe construction to determine in general if the Work is proceeding in such a manner
indicating that when completed it will be in accordance with requirements of the contract documents. 􀁾 Conduct observations to determine an estimate of percent completion. 􀁾 Prepare
preliminary and final deficiencies lists at intervals during the overall Proj ect duration. 􀁾 Based on observations and evaluations of the Contractor's applications for payment, the
Project construction representative shall review and certify the amounts due the Contractor. 12
F. Coordination with third-party for bridge design If the Town of Addison chooses to have a third party design the bridge over Midway Road it will require a coordination effort between
HNTB and the third party. The Town has requested an estimate of how much time it would take for coordination between the Engineer and the thirdparty bridge designer. This estimate is
for meetings with the third party, information sharing, transfer of files (electronic, including CAD), notes and sketches, and meetings with the Town to incorporate ideas into the bridge.
This estimate is not for the design of any elements of the bridge that are developed through these meetings or by the third party. We have based our estimate on a total of 140 hours
over the course of the design. The estimated amount would be approximately $17,500. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed
by Engineer on the basis herein described, subject to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Owner shall make payment monthly to Engineer
based upon statements submitted by the Engineer for percentage ofwork performed. Compensation for performing Basic and Additional Services shall be on a Lump Sum Basis. The Lump Sum
amount for Services shall not exceed $813,785.00. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of
the design, drawings, plans, specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review
any errors or deficiencies that are attributable to the Engineer in such design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance
of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising
out of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance
of any of the services furnished under this Agreement. The rights and remedies of Owner and Engineer under this Agreement are as provided by law. Engineer shall not be responsible for
construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the Project. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform
all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. The 13
services to complete construction documents shall be completed within 10 months of Notice-to-Proceed. In the event Engineer's performance of this Agreement is delayed or interfered with
by acts of the Owner or others, Engineer may request an extension of time for the performance of same as hereinafter provided. If such delay is in excess of 60 days on any one occurrence
or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially
inhibits the Engineer from proceeding with its services on the project. This shall include, but is not limited to, Owner .reviews, right-of-way negotiations and awaiting critical information
to be supplied by Town or franchised utility companies. No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer, unless Engineer shall
have made written request upon Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon
the allowance of additional time to be made. Provided, however, Engineer shall not be considered in default herelli'1der in delays are caused by reasons beyond its reasonable control.
SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or work items,
etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required by law or by
Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all
instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work
of Owner other than that intended in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees to protect, defend, indemnify and hold harmless the Engineer,
their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or
damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability
on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to suchother work except where Engineer is hired to modify such instrument for such other work. Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments
of service which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert any rights or establish any
claim under the design patent or copyright laws. Engineer, after completion of the services, agrees to furnish the originals of such instruments of service 14
to the Owner.. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the Engineer. In the event termination
is for cause however, such shall be in accordance with section 14 hereof. In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms of
this Agreement, will be made on the basis of services reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon
delivery of all instruments of service to Owner. Should the Owner require a material modification of this Agreement, and in the event Owner and Engineer fail to agree upon such modification
to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance
with the terms of this Agreement, for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. Engineer may terminate this
Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from
the receipt of the termination notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable
period of time from the date of notice, Engineer may terminate this Agreement. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance
(including insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including death,
suffered by any person or persons other than employees of Engineer, and liability for damages to property, arising from or growing out of Engineer's operations in connection with the
performance of this Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for
one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of
the performance of professional services under this Agreement. Such coverage shall be in the sum of not less less than $1,000,000.00. 15
A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under this Agreement. Such
Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall
terminate after completion of the project. Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability
policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itself to Owner in the following respects, to wit: The Engineer hereby agrees
to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against
losses, liability or damage of any character, including defense costs, expenses and attorney fees incidental to the defense of such losses, damages or liability on account of injury,
disease, sickness, including death, to any person or damage to property including the loss of use resulting therefrom, from any negligent act, error, or omission of the Engineer, its
officers, employees, or subcontractors, or anyone else for whom Engineer is legally liable which are resulting from or caused by the performance of any services called for by this Agreement.
In the event the parties are found to be jointly or derivatively negligent or liable for such damage or injury, the indemnification shall be assessed on a proportionate basis in accordance
with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence or liability. The Engineer is not responsible for the actions of the Owner's
contractor or any other party contracting with Owner to perform the construction of the improvements covered under this Agreement. Acceptance and approval of the final plans by the Owner
shall not constitute nor be deemed a release of the responsibility and liability of Engineer, its employees, associates, agents and Engineers for the accuracy or competency of their
designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; or other documents prepared by Engineer,
its employees, and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that
Engineer is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees
as employees of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further agrees to indemnify and hold
Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees of Engineer. 16
SECTION 11. INDEMNIFICATION FOR NON-PAYMENT To the extent Owner has paid Engineer in full hereunder for same, Engineer shall defend and indemnify Owner against and hold Owner and the
premises harmless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management
costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent
of the other party. SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building
codes applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or is unable to comply with the provisions of
this Agreement as to the quality or character of the service or time of perfonnance, and the failure is not corrected within fourteen (14) days after written notice by Owner to Engineer,
Owner may, at its sole discretion without prejudice to any other right or remedy:• Terminate this Agreement and be relieved of the payment of any further consideration to Engineer except
for all services determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for percentage of completion by Engineer
through such date of termination. In the event of, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own
forces or by resubletting to others. In either event, the Engineer shall be liable for all reasonable, unmitigatable costs in excess of the total contract price under this Agreement
incurred to complete the services herein provided for and the costs so incurred may be due or that may thereafter become due to Engineer under and by virtue of this Agreement. • Owner
may, without tenninating this Agreement or taking over the services, furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation. The reasonable
expense for same may be offset against amounts due the Engineer. In such case, Engineer shall not be liable with respect to indemnity or otherwise for any such services perfonned, arranged,
or furnished by Owner. Engineer shall not be considered in default of this Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable
control of the Engineer. 17
SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services will be made by Engineer without a written agreement with Owner prior
to the performance of such servIces. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution by and between Engineer and Owner. SECTION 16-A. VENUE LOCATION
In the event of any dispute or action under this Contract, venue for any and all disputes or actions shall be instituted and maintained in Dallas County, Texas. The parties agree that
the laws of the State of Texas shall apply to the interpretation, validity and enforcement ofthis Contract; and, with respect to any conflict oflaw provisions, the parties agree that
such conflict oflaw provisions shall not affect the application of the law of Texas (without reference to its conflict oflaw provisions) to the interpretation, validity and enforcement
of this Agreement. THIS AREA INTENTIONALLY LEFT BLANK 18
SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subj ect matter hereof and there are no oral understandings, statements,
or stipulation bearing upon the meaning or effect of this Agreement, which have not been incorporated herein. This Agreement may only be modified, amended, supplemented or waived by
a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing
and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page of this Agreement.
The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the d3 rJ day of -:;;fr}nJllrJor« , 2001.
OWNER: TOWN OF ADDISON, TEXAS ENGINEER: HNTB CORPORATION Witness: Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 9010 Addison, Texas 75001-9010 􀁗􀁩􀁾􀁾 19 By􀁂􀁾􀁾 Vice President,
Central Division 5910 Plano Parkway, Suite 200 Plano, Texas 75093
ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD " FEE PROPOSAL -JANUARY 2002 Basic Services Final Design Paving, Drainage, and Utilities Streetscape Bidding and Contract Award
Construction Administration Direct Labor Cost Phase III Basic Services Indirect Labor, Overhead Ht"TB Engineering Subtotal \ Profit and Contingency Out-of-Pocket Expense HNTB Subtotal
Fee, Basic Services GBW See GBW Proposal Basic Services Fee ... Additional Services Surveying, See ARS Inc. Proposal Geotechnical, See TerraMar Proposal Traffic Engineering Phase I Environmental
Site Assessment, See TerraMar Proposal Coordination with Third Party designer of bridge over Midway Irrigation Layout and Design Construction Observation for Bridge, full-time Construction
Observation for Roadway, half-time Subtotal Fee,Additional Services TOTAL FEE FOR SERVICES EXHIBIT A '. $90,456 $20,925 $4,952 $8,880 $125,213 $192,702 $317,915 $47,687 $7,700 $373,302
$124,918 $49-.8,220 . ",..:.-.... .-.--." 􀁾􀀭􀀮 --------._--$12,876 $33,125 $35,555 $2,650 $17,500 $2,800 $133,620 $77,440 -$315,566 $813,785 Ph3CostSumm011002.xls
ARAPAHO ROAD EXTENSION PHASE III -PS&E ·SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· PAVING, DRAINAGE, AND UTILITIES Project Senior Project Design .CADD/Manager
Engineer Engineer Engineer Tech CleriCal 􀁔.􀁾􀁡􀁡􀀤􀂷􀀮 􀂷"􀂷:"􀁬"􀀼).􀀧ll􀀱i􀁪V􀂷.S􀂷,􀁾1􀂷􀂷􀁏􀁾􀂷􀀮􀁊􀂷􀁣􀁍􀁡􀁙􀁲􀀺􀁕􀂷􀁊􀂷􀀮􀂷􀀬􀁯􀀮􀁥􀀨􀀢􀁾􀀧􀁊􀁩􀁾􀁧􀀬􀁲􀁡􀀧􀁮􀁰􀀮􀂷I􀂷..􀀢1􀀧I􀂷.
􀀨􀂷􀁾􀁓􀂥􀀮􀀻􀁉􀀬 􀁧;􀀻.'􀁄􀁾􀁗􀀧􀁾􀀢􀂷􀀧􀀮􀂷􀀧􀀢􀂷􀀢􀀢􀂷􀁾t,,,􀀢,"􀂷.•􀁩·.􀁑.􀀢􀀧􀁲􀂷􀀮􀀢􀀮􀀢􀀧􀀧􀁤􀁾􀀢􀁊􀀢􀂷􀀢􀁾􀀮􀂷􀀺􀀬􀁡􀀬􀀬􀀮...􀂷..􀁾􀁕􀀮􀁴􀂷􀀮􀂷􀁬􀁉􀀢􀀢􀂷􀁴'.'􀂷􀂷,􀀢.􀁾􀂷􀁾'.􀀧􀁩_􀁩􀁬􀀢􀀢􀀮�
�􀁾􀀢􀀮􀁥_􀀧􀁾􀁾,􀁾􀁾􀁾.􀁩􀁾􀁾􀁾􀁾 f•••· . .. 􀁾􀀺 􀁬􀁉􀀧􀁡􀁓􀁫􀁩􀁾􀁾􀀱􀁩􀁆􀁉􀁡􀁬􀁲􀁲􀁩􀀧􀁡􀁲􀂣􀁏􀁩􀀧􀀻􀁩􀁓􀁊􀁩􀁪􀁦􂂬􀁴􀁬􀁡􀁭􀁾􀁾 .. ,..,.' A. Cover Sheet 4. 12.2 B. General Notes 8
16 16 C. Quantity Summary Sheets 24 16 D. Utility Relocations 16 E. Typical Sections -24 24 40 F. Construction Specifications and Contract Documents 4 16 40 8 16 G. Construction SequencingfTraffic
Control 16 H. Plan and Profile Sheets 64 110 140 160 I. Paving, Sidewalk, Intersection, Misc. Details 4 20 64 80 J. Driveway Detail, Special Grading Sheet 16 32 48 60 K. Striping Plan,
Details 8 L. Signing Plan, Details 8 16 40 40 M. RR Grade Crossing Plan, Details, Coordination 40 80 80 16 40 16 N. Street Lighting Pian, Details 12 48 40 40 32 O. Parking Lot design
under bridge, both sides of Midway 4 16 24 40 40 P. Removal Sheet 16 24 32 Q. Bid Quantities 12 40 64 16 R. Opinion of Probable Cost 12 24 32 8 S. QAlQC 6 30 20 10 4 T. Review Comment
Revisions 24 32 32 80 4 􀀻􀀧􀁊􀀻􀁾􀁳 imtU'· O' 􀀧􀀭􀁾􀀧􀁾􀀺􀀭􀁾 200 16 184 24 ,.':",-... 􀁾􀀧􀀢􀀧 c 􀁔􀀺􀁡􀁾􀁾􀁫􀁬􀁯􀁾􀂷 􀁾􀁦􀁉􀁑􀀰􀀱􀀱􀁊􀁒􀁡􀁷􀀮􀁮 : .., ....., 􀁩􀁍􀀬􀀬􀁾􀁁􀀧 -.. 􀀮􀁾􀁾
A. Drainage Plan/Profile 8 B. Drainage Calculations 8 C. Drainage Are.a Map 4 D. Details 4' 4 . . , 4 -' .. E. Storm Water Pollution 'Prevention .. _-_..:". . 􀁾􀀭 -_. -.... "---.. -----􀁾􀀮􀀢􀁾􀁾
.. _. 􀀭􀁾􀁟􀀮􀀭􀀭 .. .., ,:.0.4 ... ... :'.,> 4·· 􀁛􀀢􀁾􀀺..'i"i". .....:. 􀀼􀀢􀀱􀁩􀁥􀁡􀁰􀁾􀁾􀁅􀁬􀀡􀀺􀁉􀁋􀁾􀁰􀁮􀁴􀁲􀀮􀁡􀀺􀁥􀀮􀁴􀁩􀁾􀁾􀁭􀁾􀁰􀀭􀀻 ..􀁾􀀮 -" 􀀬􀁾 􀁾 􀁾 ....-"'-..'y-,'.
,.,;-.... 8 40 20 . 40 Task 1 Total Hours 274 454 554 810 672 114 Hourlv Rate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $14,796 $20,430 $18,282 $19,440 $15,456 $2,052
.-,,-,,' -'. 􀀢􀀾􀀢􀀧􀀧􀀧􀀮􀀧􀀧􀀧􀀼􀀢􀀢􀀬􀁜􀁾􀀢 􀀢􀀧􀀻􀀮􀀬􀀧􀀮􀀭􀀮􀀻􀀬􀀭􀀻􀁮􀂷􀀢􀀧􀀢􀀢􀀧􀀮􀀭􀁾􀀻􀀬"'L'",,, __ 􀁾􀁟􀀮􀁾􀀬 -1-_ . • a a-."-.'.:•.􀁾􀁮􀁾􀀢􀁾􀀧􀁟􀀭􀀢􀀢􀂷􀀢􀀢 ·,>;t 0"1' ..'
....:.,
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -STREETSCAPE $1.350 $6.216 $0 $8.770 $3,301 36 202 0 . 4?O. 208 $37.50 $30.77 $22.60
$18.27 . ·$15:87 4 48 24 4 72 24 24 8 4 120 48 24 24 8 8 4 4 16 8 8 84 40 84 48 844444 16 32 8 8 12 8 8 􀁾 8 4 16 16 8 4 2 24 12 16 12 88 8 8 16 $1,288 40 $32.21 Not apPIiCablj to this
contjct Not applicable to this contract
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD .Project Senior·. Project Design Manager Engineer Engineer Engineer
CADD Clerical 􀁔􀁡􀁾􀁫􀁫􀁡􀁴􀁧􀁡􀁩􀁩􀁪􀀡􀀱􀁪􀁡􀁡􀁲􀁾􀁮􀁧􀁉􀁑􀁰􀁮􀁴􀀮􀁩􀁩􀁾􀁥􀁴􀁩􀀧􀁁􀁷􀁩􀁩􀁾􀁴􀁬􀁦􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀬􀀬􀁻􀁾􀁾􀀴􀁴􀁾􀁾􀀧􀁾􀁾􀁾􀁾􀁾􀀡􀁦􀁾􀁾􀁾􀀮􀁴􀁾􀁾􀁾􀁾􀁾􀀬􀁾 A. Prepare
Advertisement for Bidders 2 2 2 B. Prepare 25 Half-Size Sets of Plans &Bid Documents 2 16 8 C. Conduct Pre-Bid Meeting 3 3 2 D. Prepare Addenda & Respond to Bidder's Questions 16 24
24 16 24 E. Attend Bid Opening\ Review Bid Docs\Prepare Bid Tab 2 4 8 8 F. Recommend a Bidder to the Town of Addison 4 8 Task 3 Total Hours 2 31 35 24 34 52 Hourly Rate $54.00 $45.00
$33.00 $24.00 $23.00 $18.00 Direct Labor Cost $108 $1,395 $1,155 $576 $782 $936 􀁾􀁩􀁃􀀡􀁣􀁬􀁩􀀮􀁬􀀱􀁧􀁾􀁢􀁬􀁬􀁾􀁩􀀻􀁈􀁾􀀡􀁴􀁾􀁾􀀱􀁾􀁙􀁙􀁾􀀡􀁾􀀺􀀻􀁦􀂥􀁬􀁾􀀩􀁾􀁾􀀥􀁊􀀧􀁩􀂣􀁾􀁩􀀿􀁦􀁵􀁜􀀺􀁾􀁾􀁾􀀵􀀲􀁾􀀱
."----..
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS CONSTRUCTION ADMINISTRATION ,," Project" Senior Project "Design Manager Engineer Engineer
Engineer "CADD Clerical 􀁬􀁩􀁩􀀤􀁊􀁾􀁛􀀴􀁾􀁬􀁃􀀬􀁣􀁭􀀺􀁾􀁀􀁊􀁭􀁾􀁩􀁪􀀬􀀨􀁾􀁾􀁭􀁩􀀺􀁩􀁪􀁩􀁾􀁴􀀺􀁀􀀮􀁴􀁪􀀹􀀧􀁯􀁾􀀧􀁘􀁾􀁗􀀮􀁩􀁴􀁾􀁾􀀻􀁬􀁾􀁾􀁾􀁾􀁖􀁾􀁾􀁾􀀱􀁾􀁜􀀱􀀬􀁾 􀁾􀁫􀀱􀁾􀁾􀁾􀁾􀁾􀁾 A.
Provide 3 Full-Size, 5 Half-Size Sets for Town 2 4 2 B. Provide 2 Full-Size, 3 Half-Size Sets for Contractor 2 C Conduct Pre-Construction Meeting 3 3 3 D Review Submittals 8 24 16 40
E Respond to Requests for Information. 2 12 20 16 16 F. Attend Final Inspection 8 8 4 G Prepare Mylar Record Drawings 2 16 24 32 40 8 Task 4 Total Hours 4 47 81 32 78 73 Hourlv Rate
$54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $216 $2,115 $2,673 $768 $1,794 $1,314 􀁾􀁅􀁛􀁾􀀡􀀡􀁈􀁳􀀻􀀡􀁉􀁧􀁩􀁪􀁚􀁾􀁧􀀡􀀡􀁩􀁭􀁛􀁾􀀮􀁴􀁲􀁾􀁊􀁩􀁾􀁦􀁩􀁩􀁄􀀬􀁾􀁾􀁾􀁾􀀱􀀬􀂣􀁬􀁾􀂥􀀲􀁾􀁓􀂷􀁪�
�􀁾􀁾􀀿􀁤􀁾􀀸􀀻􀂧􀂧􀁑􀀬􀁲􀁬 .... ,.
ARAPAHO ROAD EXTENSION PHASE III 􀁾 PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -GBW ENGINEERS, INC. .'. 􀁡􀁴􀁴􀀡􀁬􀁾􀁉􀁊􀀱􀁾􀂧􀀱􀀹􀁮􀀺􀁧􀀼􀁾􀀬􀀧􀁴􀁬􀁊􀁬􀁙􀁩􀀮􀁾􀀡􀁴􀁩􀁬
􀁾􀁩􀁦􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀬􀂧􀁾􀁾􀁾􀁩􀀺􀀺􀁾􀀮 (1) Hydraulic Gradient will be shown. ; ',.., -􀀭􀁾 -. Asst. Project Design CADD Project Engineer Tech Operator Clerical Manager 􀁝􀁡􀀤􀁾􀁪􀁩􀀼􀀿􀁥􀁗􀀱􀁅�
�􀁊􀀱􀁩􀁩􀁩􀁪􀁊􀁴􀁾􀁲􀁾􀁬􀁩􀁬􀁬􀁬􀁣􀁾􀁴􀀥􀁾􀁾􀁾􀀻􀁍􀀮􀁲􀀮􀁾􀁾􀁩􀁦􀁴􀁾􀁾􀁾􀁦􀁾􀁬􀁾􀁾􀁉􀀪􀁉􀁴􀁩􀀱􀁴􀁾􀁾􀁴􀁬􀁦􀁾􀁾􀀧􀀼􀀻􀀻􀂷􀀧􀀭 􀁾􀀬􀀭􀀬􀀭 ,r,;;'-.-􀁾􀀢􀀬 v .' 􀁾..... " Project Meetings/Management
60 Utility Coordination 8 4 40 16 Drainage Plans/Profile (1) 8 16 40 160 Drainage Calculations 8 16 24 60 Drainage Area Map 4 8 24 40 Utility Relocations 8 16 40 120 Construction SequencelTraffic
Control 8 16 40 180 Striping 4 8 24 100 Storm Water Pollution Prevention Plan 4 8 24 85 Traffic Signal Drafting 8 8 96 Details 4 8 16 48 Bid Quantities 4 8 24 16 8 Bid Documents and
Specifications 24 16 24 Opinion of Probable Cost 4 4 8 16 8 Task 5 Total Hours (GBW) 156 132 320 905 56 Hourly Rate $45.00· $41.00 . $24.00 $16.00 $16.00 Direct Labor Cost $7,020 $5,412
$7,680 $14,480 $896 .:c.:-'....,,':.,.: 􀀢􀀬􀀺􀁾.._'-.'-":'..',:,' -'c->:. : 􀁩􀀺􀀧􀀬􀀢􀁾 􀀧􀀬􀀺􀀭􀀬􀁾􀂷􀀾􀀮􀀡􀁾􀁹􀂷􀀬􀀻􀀭􀀺 --,., :.;;.:...􀀻􀀭􀁾􀀢 ".:;.c'-., .'01, • " 􀁾􀁾􀀭 Survey
Manager Survey Tech. Survey Crew 􀁇􀁡􀀻􀁷􀁾􀁥􀁛􀀹􀁩􀁬􀁩􀁥􀁊􀁪􀀡􀀻􀀱􀁊􀁮􀀬􀁾􀀱􀁾􀁾􀁉􀂥􀁾􀁡􀁾􀁾􀁾􀁾􀁛􀁩􀁪􀁂􀁾􀁽􀀡􀀱􀀮􀁇􀁾􀁾􀁾􀁾􀁾􀁾 Utility Survey 8 24 24 Task 2 Total Hours 8 24 24 Hourly
Rate $100.00 $60.00 $110.00 Direct Labor Cost $800 $1,440 $2,640 􀀡􀁒􀁍􀀡􀁩􀀧􀁊􀁩􀁹􀁽􀁾􀀬􀁾􀀧􀀡􀁩􀀬􀀻􀀰􀁅􀀺􀀱􀀩􀁽􀁾􀁬􀀡􀀿􀁧􀁩􀁽􀀻􀁾􀁾􀁾􀁾􀀱􀀰􀀤􀀴􀀱􀁴􀁬􀂮􀁪 Direct Labor Cost $35,488··
Indirect Labor, Overhear (1.8775) $66,629 Subtotal $102,117 Profit and Contingency $15,421 Surveying Expense $4,880 Direct Expense $2,500 􀁾􀀰􀀻􀁅􀁩􀀱􀁾􀁾􀁾􀁾􀀰􀁅􀁅􀁦􀁩􀁊􀁊􀀲􀀱􀀻􀀨􀀭􀀱􀀲􀀻􀀺􀀺􀂥􀁦􀁾�
�􀁬􀁴􀁑􀁉􀁊􀁓􀀺􀁾􀀱􀁾􀁾􀂧􀀻􀀡􀀨􀁀􀁽􀁾􀁓􀁘􀁩􀁹􀀺􀁴􀁩􀁴􀁾􀁪􀂧􀁊􀁧􀁩􀀡􀀻􀁾􀀱􀂧􀁊
ARAPAHO ROAD EXTENSION PHASE 111 • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· SURVEYING· ARS ENGINEERS, INC. " Abstractor RPLS Sr. Svy Survey 3
Man Admin Tech Tech Crew 􀀧􀁴􀁡􀁳􀁫􀀧􀁜􀀶􀀮􀀧􀁾􀁦􀁁􀀨􀁊􀀮􀁡􀁩􀁴􀁬􀁑􀀺􀁩􀁦􀁩􀁩􀁬􀁛􀁓􀁥􀀺􀀶􀀨􀀮􀁲􀁑􀁲􀁓􀀺􀁾􀁓􀁾􀁩􀀧􀁩􀁥􀁙􀁩􀁬􀀧􀁩􀁡􀁾􀁾􀀺􀁩􀁍􀁾􀁾􀁾􀁾􀀦􀁗􀁾􀁾􀁲􀁾􀁾􀁾􀁾􀀴􀁴􀁾􀁾􀁾..􀁾􀁡􀁾􀁾􀁾
A. Update Property Ownership. 0 0 B. Prepare Parcel Plats and Descriptions for 15 TCEs 0 0 0 C. Stake Centerline at 50 ft. intervals with PCs and PTs 15 60 D. Locate Bore Holes Horizontally
and Vertically 5 24 E. Additional Survey Shots at Midway Road 4 16 F. Project Management and Administration 8 4 G. Three (3) Each Plats and Descriptions, Electronic Files 0 0 0 Task
6 Total Hours 0 8 0 24 100 4 Hourly Rate $48.00 $90.00 ,$63.00 $53.00 $105.00 $40.00 Direct Labor Cost $0 $720 $0 $1,272 $10,500 $160 Labor Total $12,652 Expenses $224 􀁾􀁾􀁂􀁪􀁉􀁾􀁡􀁾􀀱􀁾􀁪􀁲􀁤􀀩􀁾�
�􀁾􀁦􀀺􀁻􀁾􀁾􀁾􀀱􀁙􀁪􀁹􀁬􀂣􀀹􀁾􀁅􀀿􀁾􀀫􀁾􀁲􀁾􀀱􀁾􀁾􀀭􀁪􀁾􀀬􀀻􀁾􀁴􀁾􀁅􀁊 , 0.,' Expenses Map/Deed Copies Mileage Reprographics (Copies & Plots) Delivery/Courier Service Misc. Field Expenses
Total Expenses $0 $94 $50 $30 $50 $224
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· GEOTECHNICAL INVESTIGATION .," Task 7 Total Hours Hourly Rate Direct Labor
Cost _.. -', .... " -0"
03/23/01 FRI 15:59 FAX 972 488 8080 TERRA·MAR Terra-Mar, Inc. !4J 002 =="""'==􀁾 Consulting Engineers· Geotechnical-Environmental. Construction Materials Testing , ',.' __.:!F DALLAS
• FORT WORTH • HOUSTON • AUSTIN • LONGVIEW -:;:-􀁾 􀁾 .. March 23. 2001 ' " Mr. Jerry D. Holder,Jr., P.E. Director of Capital Projects HNTB Corporation 14114 Dallas Parkway, Suite 630
Dallas, Texas 75240 Re: Geotechnical Investigation Arapaho Road Extension -Phase 111 Addison, Texas TMI Proposal No. P01-1547DE Dear Mr. Holder: We are pleased to submit this proposal
to provide geotechnical services for the above referenced project. This proposal includes a description of the project, and our proposed the scope of work, schedule. and budget. PROJECT
DESCRIPTION . ... .. . The project consists of extending Arapaho Road from Surveyor Boulevard about 5.800 feet east to Addison Road. A 1,600-foot-Iong bridge is planned to carry Arapaho
Road over Midway Road; Mechanically stabilized earth retaining 􀁷􀁡􀁬􀀮􀁉􀁾􀀢􀁗􀁩􀁉􀁬 􀁢􀁥􀁾􀂢􀁏􀁮􀁳􀁳􀁴􀁲􀁵􀁣􀁴􀁥􀁤􀀬􀀧􀁡􀁴􀁴􀁨􀁥􀂷􀁢􀁬􀀻􀁤􀁧􀀧􀁥􀂷􀁡􀁰􀁰􀁲􀁯􀁡􀁣􀁨􀁥􀀵􀀮 Thes'e. c walls
will have a maximum height of 􀁡􀁰􀁰􀁲􀀨􀀩􀀨􀁩􀁭􀁡􀁴􀁾􀁬􀁹 2S":feet," An 􀁥􀁘􀁩􀁳􀁴􀁩􀁮􀁧􀀧􀀶􀀰􀀭􀁩􀁮􀀶􀁨􀁾􀁤􀁩􀁡􀀧􀁭􀁥􀁴􀁥􀁲 waterline' ' parallels the MSE walls on the south side of
the alignment. A reinforced concrete box culvert is planned under a portion of the proposed roadway. The top of the box culvert will be on the order of 2 feet below the pavement section.
The box culvert invert will extend approximately 10 feet below the current site grades and will be installed in an existing drainage ditch. ANTICIPATED SUBSURFACE CONDITIONS . The project
alignment Is underlain by the Austin Chalk Formation. Subsurface conqltlons are expected to consist of active clays to depths of 2 to 10 feet underlain by tan weathered limestone to
depths of 10 to 15 feet. Gray unweathered limestone suitable for support of the bridge foundations underlies the tan limestone. Based upon previous borings drilled by Terra-Mar in the
area of the proposed site, we anticipate that the gray limestone will be encountered at depths of 10 to 15 feet below the ground surface. SCOPE OF SERVICES Our services for this project
will include a field investigation. laboratory testing and engineering analysis In order to develop recommendations to gUide design and construction of Arapaho Road. A description of
our proposed scope of services is presented below. 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8800 Fax: 972-488-8080
􀀰􀀳􀀯􀀲􀁾􀀯􀀰􀀱 PRI 16:00 FAX 972 488 8080 TERRA-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMJ Proposal No. P01-1547DE March 23, 2001 Page 2 Field Investigation Terra-Mar.
Inc. .,' 􀁾􀀰􀀰􀀳 We proposed to drill and sample 25 borings for this' project. The following table summarizes the proposed number of borings for the various structures. TABLE 1-PROPOSED
FIELD INVESTIGATION Proposed Structure Total Number of Borings Bridge 7 Retaining Walls and Box Culvert 14 Pavement 4 The bridge borings will be advanced a depth of 20 feet into unweathered
gray limestone.. The bridge borings are therefore anticipated to extend to a total depth of approximately.35 feet. The retaining wall box culvert borings will extend to a depth of 15
feet. The pavement borings will extend to a depth of 10 feet or 5 feet into weathered limestone, whichever is encountered first.,". 􀀭􀀧􀀺􀀮􀀮􀀢􀀢􀀢􀀡􀁾􀀭􀀭􀀭􀀮 The borings will be contillUouslysampY
ed to a depth of 6feet, and at5-footintervals thereafter .' and/or at each change in the stratum until boring termination. The Soil sampleswlll be obtained with thin-walled tube and/or
split-spoon samplers, depending upon the soil type and consistency. The bedrock in the bridge borings will be continuously cored. 􀁓􀁾􀁭􀁰􀁬􀁥􀁳 of the bedrock from the other borings
will be obtained from the auger cuttings. Texas Cone Penetrometer (TCP) tests will be performed at 5-foot intervals to evaluate the bearing properties of the bedrock. The drill crew
foreman will record the depth that seepage water is encountered during drilling. Water level readings will also be obtained from each boring at drilling completion. The boreholes will
be backfilled with auger cuttings after the water level readings are obtained. It is understood that ARS Engineers (ARS), the project surveyor, will stake the centerline of the roadway
alignment to assist us in locating our borings in the field. Terra-Mar will then stake the boring locations. The boring locations will be marked in the field so that ARS can determine
the boring coordinates and ground surface elevations following the field exploration program. It is assumed that the client has the right..o(-entry to the property and that the boring
locations will be accessible to our conventional truck-mounted drilling equipment during normal working days. It is also assumed that traffic control will not be required to complete
the borings. The drilling operations will proceed in a manner that will reduce the potential of damage to underground utilities. We request that we be provided with any information regarding
any eXisting
HNTB 9726615614 01111/02 FRI 16:015 FAX 972 488 8080 􀀧􀁲􀁥􀁴􀁲􀀸􀀭􀁄􀁉􀁉􀁾􀁲􀀮 0!1t}4 '02 11:30 NO.372 02102 ..------.-TERRA-MAR Mr. Jerry O. Holder, Jr., P.E. HNTB Corporation TMI
Proposal No. P01.1541DE January 11, 2002 Page 3 ",nderground utilities that are present on..site prior to'beginning the field work. we will coordinate underground utility line clearance
with the Texas Excavation Safety System, the City of AddIson, Dallas Water Utilities (DWU), Dallas Area Rapid Tr9nsit (DART), and owners of any other utilities known to be In the area.
However, we will not be responsible for damage to und9rground utili1y lJr'les that are not properly identified by others prior to mobilization of drilling equipment to the Site. LaboratQry
Testing The project geoteohnlcal engineer will ola:lsi1y the samples rtleovered from the field investigation in the Terra·Mar laboratory. A laboratory testing program will then be implemented
to evaluate the pertinent engineering properties of the encountered deposits. Laboratory Laboratory testing will Include IIClUid and plastic limit, moisture content. unconfined compression.
and calibrated penetrometer tests. Lime series tests will be performed to delermine the optimum lime content for subgrsde stabilization. Engineering Analysts end Report o The results
of the nerd investigation and laboratory testir'lg programs will ba !!VBluated to prov1de . recommendations for design ond construotlon of the roadway. ·The results of this Investigation
will be presented In an engineering report. Three hard. copies of the report will be submitted. An electronic copy of 􀁴􀁨􀁥􀁢􀁏􀁾􀀺􀁾 logs will 􀁡􀁬􀁾􀁯􀁾􀁥 􀁰􀁾􀁶􀁲􀁤􀁥􀁏􀀮 Ttler,,,ort
will Include the fBII9WLn9: 1. logs of borings In TxOOT 􀁾􀁗􀁬􀁮􀁃􀁯􀁲􀁥􀀲􀀢 format. laboratory test reslilts. 􀁢􀁯􀁲􀁥􀁨􀁯􀁬􀁥􀀧􀁾􀁴􀁥􀁲 􀁾􀁩􀀻􀁶􀁥􀀧 􀀭􀀬􀀺􀁾􀁾􀀭􀁾 observations, end
a plan Of borings. 2. Recommendations for design of drilled shaft bridge fouJ"ldetfons, including allowable bearing resistance. estimated depth of bearing stratum. and estimated foundatIon
settlement 3, RecommendatIons for desIgn of the MSe retaining wall foundations that will Include "IIowable bearing pressures, sliding re5istance, global stability, 3nd estimated settlement.
4. Recommendations for design of the box culvert, Including equivalent fluid pressures and allQWilbie bearing pregsures. . . 5. Reeommendations for retaining wall and box culvert backfill
soil types. backfill placement/andcompaction. . .'. .' . . . 6. Evaluation of the impact of the box culvert on the performance of the proposed pavement . section. Including recommendatlon$ tor redUCing the amounl of
differential movement between sections of the roadway supported over the box culvert and box culvert backfill, and sectIons supported on the existing sUbgrade soils. 7. Recommendations
for pavement subgrade preparation. 8. RecommendatIons for Portland cement concrete pavement sCilctlons. It is assumed that others will prCl'llde the anticipated traffic loading for use
in our analysis.
􀀰􀀳􀀯􀁾􀀳􀀯􀀰􀀱 FRI 16:00 FAX 972 488 8080 TERRA-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01-1541DE March 23.2001 Page 4 Terra-Mar, Inc. 􀁾􀀰􀀰􀀵..... .
. 9. Discussion of potential construction problems, such a hard rock· 􀁥􀁸􀁣􀁡􀁶􀁡􀁩􀁪􀁯􀁮􀁾 groundwater, and subgrade instability. . PROJECT SCHEDULE It is anticipated that it will
take approximately 10 working days to have the utilities marked in the field. The field investigation will require 10 days to complete, weather conditions permitting. Laboratory testing
will require approximately 15 working days to compete. It is anticipated that the final report will be completed within approximately 35 to 40 working days after receiving authorization
to proceed. Preliminary results can be provided during the course of study if desired. PROJECT BUDGET Based on the proposed scope of services outlined above. we will provide a geotechnical
report for this project for a lump sum fee of $33,125.00. This offer is good for a period of 90 days from the date of the proposal. CLOSURE Signing the attached Proposal Acceptance Sheet
and faxing It to TMI af912-488-8Q80WIII Indicate . formal acceptance of the attached Terms &Conditions. Receipt of theCCsfg-necfcopfwillconstitute TMl's notice to proCeed. Payment for
services is due within thirty (30) days after receipt of TMI's inVoice. This proposal is valid for a 􀁴􀁨􀁩􀁲􀁴􀁹􀁾􀁤􀁡􀁹 period from the date of this proposal. We appreciate the opportunity
to be of assistance on this project. If you have any questions, please call. Sincerely, 8 R. Grubbs, P.E. President Attachments: Proposal Acceptance Agreement Professional Services +
General Terms and Conditions '.
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· TRAFFIC STUDY ovement Counts 1. Project Management, Administration, Coordination
2. Compile existing signal; timing plans (determine existing phasing) 3. Determination of existing ped. Phasing and cycle lengths 4. Compile existing/projected ADT's and Turning Movement
Counts 5. Determine projected AM and PM peak hour turning movements 6. Obtain Geometric Plans/Base Maps 7. Determine Clearance Times (Yellow/All-red) 8. Coordination for Railroad Preemption
9. SIGNAL2000 Analysis -LOS and Phase Determination 10. NOSTOP and SIGNAL2000 -Cycle Length for Prog. 11. TRANSYT-7F Analysis -Offsets 12. Summary PhasinglTiming 13. Illustration of
Preemption phases -Phase II 14. Illustration of Preemption phases -Phase 111 15. Technical Memorandum 15. Biddin and Award of Contract /Review Task 8 Total Hours Houri Rate Direct Labot
Cost Total Direct Labor iJ11d Burden 82 10 $54.00 $540 $1,674 is; Deleted per KHA study 1 8 2 10 2 8 4 24 2 4 6 12 8 20 6 24 4 16 4 16 4 8 $4,000 4 8 2 12 6 '12 20 $600 55 182 20 $45.00
$24.00 $14.00 $2,475 $4.368 $280$11,800 $0.00 $7,673 $13,541 $868 $11,800 $0.00
TERRA-MAR = 􀁾==co=n=su=lt=in=9=En=9=in=ee=rs=-=G=e=ot=eC=h=nica=,-=E=n=vi=ro=nm=e=n=ta=1-=c=o=ns=tru=C=ti=on=M=a=te=ri=aIS=T=e=SU='n=9== DALLAS -FORT WORTH -HOUSTON -AUSTIN -LONGVIEW
July 10,2001 TMI Proposal No.: POl-1538DN Mr. Jerry D. Holder, Jr., P.E. Director of Capital Projects HNTB Corporation 14114 Dallas, Parkway, Suite 630 Dallas, Texas 75240 Tel; 972-661-5626
.,' RE: Proposal for Phase I Environmental Site Assessment Automotive Facility, Southwest Comer, Intersection of Addison Rd. and Arapaho Rd. Addison, Texas Dear Mr. Holder:. . . . .
. At your request, Terra-Mar, Inc. (TMI) is pleased to submit this proposal to provide a Phase I Environmental Site Assessment (ESA) at the above-referenced property. This proposal outlines
our proposed scope of services and presents our estimated compensation and 􀁳􀁣􀁨􀁥􀁤􀀮􀀡􀁬􀁬􀁾 to perform the work. . .. 􀀬􀁾􀀢􀀺􀁣􀀧􀀡􀁾􀁜􀁾􀀾􀀺􀀧􀀻􀁾􀁾􀁉􀀢􀀧􀀧􀀭􀀺􀀧􀀧 ..: _-:....
. .' . .. PROJECT BACKGROUND The property subject to this investigation is currently an active automotive repair facility located at the southwest comer of the intersection of Addison
and Arapaho Roads, in Addison, Dallas, County, Texas. It is our understanding that HNTB is requesting a Phase I Environmental Site Assessment of the above-referenced property prior to
acquisition of the property for the Arapaho Road Extension-. Phase III project. . . . . PROPOSED SCOPE OF SERVICES PHASEI ENVIRONMENTAL SITEASSESSMENT Terra-Mar, Inc. (TMI) will provide
the professional services required to identify the presence of recognized environmental conditions at the site by perfonning a regulatory/historical review and visual inspection of the
site for the presence or evidence of hazardous substances on or near the property. The Phase I ESA services to be provided by TMI are described in the following Scope 􀁲􀁾􀁎􀀺􀀺􀀻􀀻􀁾􀁾
TERRA-MAR of Work. TMI's scope of services and report format incorporate the criteria established by ASTM-1527-00, and the ESA will be performed in general conformance with this standard.
On-Site Assessment ." Our environmental assessment personnel will conduct a walk-through of the property. The site inspection will cover the following visual activities related to: .
--+ Areas ofpotential contamination; + Areas ofvisible contamination; + Observed adjacent properties; + Site boundaries; + Chemical storage or dispensing activities; + Geological and
hydrogeological characteristics ofthe site; + Apparent and unusual topographical changes; + Site operations; 􀁾 Grounds ma...'1agement; + Waste storage/management practices; + Proximity
of surface water; + Existing transformers, and light ballasts that may potentially contain PCBs; + On-site petroleum storage tank management practices and compliance; + On-site disposal
and landfill practices; + Pesticide usage and dust control; + Ponds, basins and lagoons; + Stained and discolored building surfaces/soils; and + Hazardous materialsstoragelhandling practices;
+ Suspect Asbestos-containing materials ( Option to include collection of up to 30 bulk samples for PLM analysis; separate fee shown below). Document Review and Interviews The following
published lists -will be reviewed in order to discover if the subject site or properties within the prescribed ASTM radii have either past or present potentialJdocumented environmental
conditions: . '. .' .... '.' . . . --+ U.S. EPA'S CERCLIS list of sites potentially contarp.inated With hazardous waste; + The National Priorities List (NFL) of sites contaminated with
hazardous waste; + The U.S. EPA RCRA Notifiers List of facilities which generate, treat, store, transport, or dispose ofhazardous waste; + The U.S. EPA ERNS (Emergency Response Notification
System) List; and + The Texas Natural Resource Conservation Commission (TNRCC) lists of State Superfund Sites, Registered and Leaking Underground Storage Tanks, Spill Incidents and Accidents,
and Municipal Waste Registration List. J:\DNIPROPOSAL\2001\P01-1538DNlPhI proposal.doc
TERRA-MAR Additionally, TMI will review a 50-year chain of title, historical aerial photographs, city directories, building pennits, and Sanborn maps, if available. We will review available
USGS topographic maps of the site area to estimate local topography, and we will review selected maps and documents pertinent to kn9wledge about the geologic/hydrogeologic setting of
the site.-If available, we will interview persons with specific relevant knowledge ofthe site. . REPORT Following our site visit, historical/regulatory reviews and interviews, we will
prepare a report for the site, detailing our observations, findings, conclusions, and recommendations. Figures, maps, photographs and other referenced documentation will be appended
to the [mal report. TMI will provide three (3) copies ofthe [mal report. SCOPE LIMITATIONS The following tasks are not included in the above scope of services, but can be provided at
an additional cost if needed: • Additional file acquisition, research, or investigation into listed facilities discovered on adjacent properties during the perfonnance ofthe regulatory
review; • Sampling of stQred materials/waste;· • Sampling and analysis of soils or groundwater or potential lead-based paint containing surfaces;. • Disposal of any contaminated surface
or subsurface soils or groundwater; • Area delineation and quantification of any contaminated soil; • Assessment of. the site or structures for suitability of intended use; structural,
mechanical, building, roof, or site safety inspections; • Wetlands delineation; • Oil and Gas survey; • Water wells search; PROJECT FEES Phase I ESA 􀁾 $ 1,900.00 Pre-Demolition Asbestos
Survey (up to 30 samples*) $ 750.00 , TMI will provide the presented scope of services on a fixed fee basis. J:\DN\PROPOSALI2001IP01-1538DNlPh I proposal.doc
TERRA-MAR PROJECT SCHEDULE TMI proposes to initiate environmental investigation activities within 24 hours following receipt ofclient's written pennission to proceed. Field activities
will be completed in two working days. TMI will complete and submit. our draft Phase I report within, 15 business days following .notification to proceed. PAYMENT. Payment for services
is requested within 30 days of delivery ofTMI's report. PROPOSAL ACCEPTANCE TMI appreciates the opportunity to submit this proposal. Executing the Proposal Acceptance Agreement (PAA)
and Faxing to TMI at (972) 488-8080 can indicate fonnal acceptance, and will constitute TMI's Notice to Proceed. TMI's experienced engineers and scientists are committed to meeting your
needs. We look forward to serving you on your project. Respectfully submitted, 􀁔􀁥􀁲􀁲􀁡􀂷􀀺􀁾􀁁􀁾 esR. Gaw Vice President, Environmental Services J:IDNIPROPOSAL\2001IP01·1538DNlPhI
proposal.doc
EXHIBIT B -Additional Services not included in proposal Traffic Signal Coordination Timing Plans....:. Final Timing • Progression analysis should be refined between the 'months of October
and April, .after Arapaho Road is open to traffic. After the road is open, new traffic counts need to be taken in order to base the progression analysis off accurate, current data. Based
on the new traffic counts, progression analysis would be perfonned using SIGNAL2000, NOSTOP, TRANSYT-7F, and PASSERII-90 software. The traffic counts and progression analysis would be
done through a supplemental agreement. Building Demolition Plans • There are three known locations that will require demolition plans for existing structures along the corridor. The
full extent of how the buildings will be effected cannot be detennined at this time. The necessary plans and specifications for the demolition of these structures are not included in
this scope of work. ... ";.. : : 􀀺􀀮􀀻􀁾 ,. . ". . .
" ". AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires
Engineer to perform certain work and services set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter
referred to only as "services", specified in said Scope of Services, and enumerated under Section 2 ofthis Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF
SERVICES The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements
for design of Arapaho Road from Surveyor Boulevard to Addison Road. I. Project Definition This project consists updating property ownerships, preparing parcel plats and descriptions
for fifteen (15) temporary construction easements, and submitting three (3) plats and description for each along Arapaho Road Phase III from Surveyor Boulevard to Addison Road (the Project).
The project will be a 4-lane reinforced concrete roadway, with turn lanes at Surveyor Boulevard and Addison Road. A grade separated intersection will be provided at Midway Road. Engineering
design services will be necessary in order to establish the limits of the temporary construction easements and slope easements along the roadway corridor. This will include the examination
of the horizontal alignment, vertical alignment, and typical section in order to minimize the easement areas required. II. Detailed Scope of Basic Services The following services will
be inchIded in the scope of this contract. It should be noted that this scope is for the development of preliminary engineering alignments and cross-sections to base sound engineering
judgements concerning the limits of the construction along the project in order to set boundaries for temporary construction limits. This contract does not include the design of the
roadway. The roadway design will be negotiated under a separate scope and fee. 1
A. Surveying 1. Update property ownership. 2. Prepare parcel plats and descriptions for fifteen (15) temporary construction easements. 3. Project management and administration. 4. Three
(3) each plat and description signed with blue ink and electronic files. B. Design -Alignments, Cross-section, Toe-or-Slope analysis 1. Import ground survey data into aerial topo and
merge in InRoads. 2. Develop breaklines for existing ground surface. 3. Generate Digital Terrain Model and contours. 4. Field verification ofDigital Terrain Model. 5. Review horizontal
and vertical alignments ofschematic design. 6. ReviselUpdate graphical alignments into InRoads design software. 7. Construct typical section templates. 7.1. Mainlanes only with median
7.2. Mainlanes only without medians 7.3. Mainlanes with turning lanes . . . '. . -, .'. '. 8. . . Model templates along horizontal and vertical alignments. 9. Plot cross-sections to
detennine areas where toe-of-slopes· will require temporary construction easements. 10. Modify vertical alignment in areas where improvements can be made to the toe-of-slopes. '. 11.
Re-model templates along new vertical alignment. 12. Continue refinement process to obtain optimum profile. 2
13. Establishment of temporary construction easement limits at driveways and slope easements. 14. Prepare Temporary Construction Easements exhibits for surveyor. 15. Meet with Town to
review cross sections and TCE's. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject
to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the
Engineer for work performed. Compensation for performing Services shall be on an actual cost basis with a fee not to exceed $44,977.00. An estimate of the maximum fee is presented in
Exhibit A attached hereto. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the design, drawings, plans,
specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review any errors or deficiencies
that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of, nor payment for,
any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance
of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance of any ofthe
services furnished under this Agreement. .The rights and remedies ofOwner underthis Agreement are as provided bylaw. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services
as provided for under this Agreement in a proper, efficient and professional manner in accordance with the Owner's requirements. As time is of the essence for this Agreement, the services
for Phase III III right-of-way shall be completed within 2 months ofNotice-to-Proceed. In the event Engineer's performance of this Agreement is delayed or interfered with by '0acts of
the Owner or others, Engineer may request an extension of time for the .performance of same as hereinafter provided. If such delay is in excess of 60 days on any one occurrence or a
cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused 3
by others that substantially inhibits the Engineer from proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and
awaiting critical information to be supplied by Town or franchised utility companies. No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer,
unless Engineer shall have made written request upon Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have
agreed in writing upon the allowance of additional time to be made. SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations,
computer files, estimates, surveys, other data or work items, etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall
be professionally sealed as may be required by law or by Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall
have unlimited rights, for the benefit of Owner, in all instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the
event, Owner uses such instruments of service on any work of Owner other than that specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees
to protect, defend, indemnify and hold harmless the Engineer, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"),
from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense
of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss
loss of use resulting therefrom, arising from any inaccuracy, such use of such instruments of service with respect to such other work except where Engineer participates in such other
work. Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer
may cover by copyright and to designs as to which Engineer may assert any rights or establish any claim under the design patent or copyright laws. Engineer, .after completion ofthe project,
agrees to furnish the originals of such instruments of service to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer
shall survive termination of this Agreement for any reason. SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written
notice to the Engineer. In the event suspension or termination is without cause, payment to to Engineer, in accordance with the terms of this Agreement, will 􀀧􀁾􀁢􀁥 made on the basis
of services reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon delivery of all instruments of service to
Owner. 4
Should the Owner require a material modification of its contract with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall
have the option oCtenninating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the tenns of this Agreement,
for the services reasonably detennined by Owner to be properly perfonned by the Engineer prior to such tennination date. Engineer may terminate this Agreement upon written notice to
Owner in the event of substantial failure by the Owner to perfonn in accordance with the tenns of this Agreement. Owner shall have 14 calendar days from the receipt ofthe tennination
notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of time from the date
of notice, Owner may tenninate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability Insurance
for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the tenn of this Agreement, insurance (including,
but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including
death, suffered by any person or persons other than employees of Engineer, and liability for damages to property, arising from or growing out ofEngineer's operations in connection with
the perfonnance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00)
for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of
the perfonnance of professional services under this Agreement. Such coverage shall be in the sum of not less than $1,000,000.00. A signed Certificate of Insurance, satisfactory to Owner,
showing compliance with the requirements of this Section, shall be .furnished to Owner before any services are perfonned under this Agreement. Such Certificate of Insurance shall provide
Jor ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall tenninate after completion of the project.
Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR
INJURY AND PERFORMANCE -: Engineer further specifically obligates itself to Owner in the following respects, to wit: 5
The Engineer hereby agrees to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as
"Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental
to the defense of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone
else under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance of any services called for by this Agreement.
In the event one or more of the Indemnities is determined by a court of law to be jointly or derivatively negligent or liable for such damage or injury, the Engineer shall be obligated
to indemnify Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction of the improvements covered under this Agreement. Acceptance and approval
of the final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees, associates, agents and Engineers for the
accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and work; or other documents prepared by Engineer, its employees, contractor, agents
and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer is
subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees as employees
of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further agrees to indemnify and hold Owner harmless
and reimburse it for any expenses or liability incuiredunder said Statutes in connection with employees ofEngineer. SECTION 11. INDEMNIFICATION FOR NON-PAYMENT Engineer shall defend
and indemnify Owner against and hold Owner and the premises harmless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials,
equipment, supplies, transportation and management costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT 􀀮􀁾 Engineer shall not assign or sublet this Agreement,
or any part thereof, without the prior written consent of Owner. 6
SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating
or applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the
provisions of this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner
to Engineer, Owner may, at its sole discretion without prejudice to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration
to Engineer except for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including
reasonable salaries and travel expenses of Engineer to and from meeting called by Owner at which Engineer is required to attend, but shall not include any loss of profit of Engineer.
In the event, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others.
In either event, the Engineer shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs
so incurred may be due or that may thereafter become due to Engineer under and by virtue of this Agreement. • Owner may, without terminating this Agreement or taking over the services,
furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default of this
Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable control of the Engineer. SECTION 15.ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services will be made by . Engineer without a written agreement with Owner prior to the performance
of such services. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS
This Agreement contains the entire understanding of the parties with respect to the 􀀮􀁾 subject matter hereof and there are no oral understandings, statements, or stipulation bearing
upon the meaning or effect of this Agreement, which have not been incorporated 7
herein. This Agreement may only be modified, amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18.
WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party
to whom intended at the address set forth on the signature page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER
AND NUMBER The use of any gender in this Agreement shall be applicable to all genders, and the use of singular numbers shall include the plural conversely. IN 􀁗􀁉􀁔􀁾􀁓􀁓 WHEREOF, the
parties hereto have executed this Agreement on this the 􀁾􀁾􀁴􀀡􀀭 day of H Aj ,2001. OWNER: TOWN OF ADDISON, TEXAS 􀁾􀁊􀀿􀁾􀁜􀁷􀁾 Ron Whitehead, City Manager 5300 Beltline Road P.O.
Box 144 Addison, Texas 75001-0144 -.. 8 ENGINEER: HNTB CORPORATION Witness:
EXHIBIT A ARAPAHO ROAD EXTENSION -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL FOR RIGHT OF WAY -MAY 2001 Basic Services Final Design Paving, Drainage, and Utilities Indirect
Labor, OverheadHNTB Engineering Subtotal Protit and Contingency Out-ot-Pocket Expense HNTB Subtotal Fee, Basic Services ARS See ARS Proposal Basic Services Fee '. $11,030 $16,975 $28,005
$4,201 $200 $32,406 $12,571 $44,977 Ph3-ROW-Fee.xls
, , ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS PRELIMINARY DESIGN -DTM, ALIGNMENTS, TEMPLATES,CROSS-SECTIONS, AND TCE'S Project Senior Project
Design Manager Engineer Engineer Engineer CADD Clerical 􀁔􀁡􀁳􀁫􀀱􀀺􀁾􀁴􀁐􀁲􀁥􀁬􀁩􀁭􀁩􀁮􀁡􀁲􀁶􀀮􀁰􀁥􀁓􀁬􀁧􀁨􀀺􀀻􀁄􀁔􀁍􀀯􀁁􀁊􀁩􀁧􀁩􀁩􀁭􀁥􀁮􀁴􀁳􀀻􀁔􀁥􀁩􀁮􀁰􀁬􀁡􀁴􀁥􀁳􀁲􀁃􀁲􀁯􀁳􀁳􀀺􀀮􀁳􀁥􀁣􀁴􀁩􀁯􀁩􀁬􀁓�
�􀁡􀁩􀁩􀁤􀁔􀁃􀁅􀂷􀁓􀀧􀀺􀀱􀀵􀁩􀁬􀁩􀁪􀀱􀁴􀁓􀁜􀀧􀀻􀁗􀁜􀁩􀀧􀁦􀀧􀀡􀁓􀀻􀁜􀀬􀀫􀁩􀀿􀀬􀁦􀀻􀁓􀁣􀀡􀀧􀁔􀀺􀁦􀀦􀀮􀀱􀀺􀁴􀁊􀁨􀀧􀁩􀁦􀀺􀁪􀁯􀁾􀁾􀁾􀀡􀁩􀁜􀁕􀁽􀁾􀂧􀁾􀁾􀁾􀀮􀁍􀀡􀀧􀁊􀀻􀁦􀀮􀁦􀁪 1.1 Digital Terrain
Model A. Import fround survey into aerial topo and merQe in InRoads 4 12 B. Input breaklines 2 24 16 C. Generate DTM I Check and Manipulate as needed 4 8 D. Generate contours 8 4 E.
Field verification of DTM contours 4 4 4 F. Final corrections to DTM 4 8 16 16 1.2 AIiQnments and Templates A. Review horizontal and vertical alignments of schematic 8 4 B. Update/Revise
graphical alignments in InRoads software 2 8 C, Construct templates 16 16 D. Model templates along horizontal and vertical alignments 24 40 E. Plot cross-sections and examine toe-of-slopes
8 F. Modify vertical alignment 4 4 8 G. Re-modeltemplates along alignments 4 16 H. Establish TCE limits at driveways and slopes 4 12 16 I. Meet with Town to review cross-sections and
TCE's 4 4 2 J. Prepare exhibits for surveyor 2 2 16 2 K. QAlQC 4 4 1.3 Project Management and QA\QC A. Review and approve subconsultant invoicing 4 B. Review TCE and Property Map submittals
8 C. Attend Meetings with Town 4 4 Task 1 Tota/Hours 4 36 94 178 76 4 HourfyRate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $216 $1,620 $3,102 $4,272 $1,748 $72 ". HNTB
Prellmmary Design $11,030 Ph3-ROW-Fee.xls
· . ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS TEMPORARY CONSTRUCTION EASEMENTS· ARS ENGINEERS, INC. Abstractor RPLS Sr. Svy Survey 3 Man
Admin Tech Tech Crew Task7.'AdditionaISerVices·Survevino'" -e,;, --, A. Update Property Ownership. 24 8 B. Prepare Parcel Plats and Descriptions for 15 TCEs 8 45 100 F. Project Management
and Administration 10 3 G. Three (3) Each Plats and Descriotions, Electronic Files 4 5 4 Task 7 Total Hours 24 22 45 113 0 7 HourivRate $48.00 $90.00 $63.00 $53.00 $105.00 $40.00 Direct
Labor Cost $1,152 $1,980 $2,835 $5,989 $0 $280 ". Expenses MaplDeed Copies Mileage Reprographics (Copies & Plots) Delivery/Courier Service Misc. Field Expenses Total Expenses $125 $0
$150 $60 $0 $335 Labor Total Expenses Surveying Total $12,236 $335 $12,571
AGREEMENT FOR ENGINEERING SERVICES THIS AGREEMENT is entered into between Town of Addison (Owner) and HNTB Corporation (Engineer), for the following reasons: 1. Owner intends to demolish
all or part of buildings on Parcels 1, ' , III roadway project (the Project); and, 2. Owner requires certain engineering services in connection with tlie Projec 3. Engineer is prepared
to provide the Services. In consideration of the promises contained in this Agreement, Owner and Engineer agree as follows: ARTICLE 1 -EFFECTIVE DATE The effective date of this Agreement
shall be February 11, 2003. ARTICLE 2 -GOVERNING LAW This Agreement shall be governed by the laws of the State of Texas. ARTICLE 3 -SCOPE OF SERVICES Engineer shall provide the Services
described in Attachment A, Scope of Services. ARTICLE 4 -SCHEDULE Engineer shall exercise its reasonable efforts to perform the Services described in Attachment A according to the Schedule
set forth in Attachment B. ARTICLE 5 -COMPENSATION Owner shall pay Engineer in accordance with Attachment C, Compensation. Notwithstanding anything to the contrary in this Agreement
or Attachment C, should the Services under this Agreement include products or services that are commercially priced by Engineer, such amounts shall be invoiced to Owner at the catalog
price(s) offered by Engineer and are not subject to audit on the basis of costs incurred. Invoices shall be due and payable upon receipt. Owner shall give prompt written notice of any
disputed amount and shall pay the remaining amount. Invoice amounts not paid within 30 days after receipt shall accrue interest at the rate of 1.5% per month (or the maximum rate permitted
by law, if less), with payments applied first to accrued interest and then to unpaid principal. Owner shall pay Engineer's reasonable attorneys' fees incurred in connection with any
litigation instituted to recover invoice amounts. ARTICLE 6 -OWNER'S RESPONSIBILITIES Owner shall be responsible for all matters described in Attachment D, Owner's Responsibilities.
ARTICLE 7 -STANDARD OF CARE The same degree of care, skill, and diligence shall be exercised in the performance of the Services as is ordinarily possessed and exercised by a member of
the same profession, currently practicing, under similar circumstances. No other warranty, express Primengl.doc or implied, is included in this Agreement or in any drawing, specification,
report, opinion, or other instrument of service, in any form or media, produced in connection with the Services. ARTICLE 8 -INDEMNIFICATION AND LIABILITY General. Having considered the
potential liabilities that may exist during the performance of the Services, the relative benefits and risks of the Project, and the Engineer's fee for the Services, and in consideration
of the promises contained in this Agreement, Owner and Engineer agree to allocate and limit such liabilities in accordance with this Article. Indemnification. Engineer agrees to indemnify
and hold the Owner harmless from and against legal liability for all judgments, losses, damages, and expenses to the extent such judgments, losses, damages, or expenses are caused by
the Engineer's negligent acts, errors, or omissions arising out of its performance of the Services. In the event judgments, losses, damages, or expenses are caused by the joint or concurrent
negligence of Engineer and Owner, they shall be borne by each party in proportion to its own negligence. Limitation of Liability. To the fullest extent permitted by law, the total aggregate
liability of Engineer and its subconsultants to Owner for all Judgments, losses, damages, and expenses resulting in any way from the performance of the Services shall not exceed the
total compensation actually received by Engineer under this Agreement. Consequential Damages. To the fullest extent permitted by law, Engineer shall not be liable to Owner for any consequential
damages resulting in any way from the performance of the Services. Survival. The terms and conditions of this Article shall survive completion of the Services, or any termination of
this Agreement. ARTICLE 9 -INSURANCE During the performance of the Services under this Agreement, Engineer shall maintain the following insurance: (a) General Liability Insurance, with
a combined single limit of $1,000,000 per occurrence and $2,000,000 annual aggregate. (b) Automobile Liability Insurance, with a combined 091802
single limit of $1 ,000,000 for each person and $1,000,000 for each accident. (c) Workers' Compensation Insurance in accordance with statutory requirements and Employers' Liability Insurance,
with a limit of $500,000 for each occurrence. (d) Professional Liability Insurance, with a limit of $1,000,000 annual aggregate. Engineer shall, upon written request, furnish Owner certificates
of insurance which shall include a provision that such insurance shall not be canceled without at least thirty days' written notice to Owner. Owner shall require all Project contractors
to include Owner and Engineer as additional insureds on their General and Automobile Liability insurance policies, and to indemnify both Owner and Engineer, each to the same extent.
Engineer and Owner waive all rights against each other and their directors, officers, partners, commissioners, officials, agents, and employees for damages covered by property insurance
during and after the completion of the Services. If the Services result in a construction phase of the Project, a similar provision shall be incorporated into all construction contracts
entered into by Owner and shall protect Owner and Engineer to the same extent. ARTICLE 10 -LIMITATIONS OF RESPONSIBILITY Engineer shall not be responsible for (a) construction means,
methods, techniques, sequences, procedures, or safety precautions and programs in connection with the Project; (b) the failure of any contractor, subcontractor, vendor, or other Project
participant, not under contract to Engineer, to fulfill contractual responsibilities to Owner or to comply with federal, state, or local laws, regulations, and codes; or (c) procuring
permits, certificates, and licenses required for any construction unless such procurement responsibilities are specifically assigned to Engineer in Attachment A, Scope of Services. In
the event the Owner requests Engineer to execute any certificates or other documents, the proposed language of such certificates or documents shall be submitted to Engineer for review
at least 15 days prior to the requested date of execution. Engineer shall not be required to execute any certificates or documents that in any way would, in Engineer sole judgment, (a)
increase Engineer's legal or contractual obligations or risks; (b) require knowledge, services or responsibilities beyond the scope of this Agreement; or (c) result in Engineer having
to certify, guarantee or warrant the existence of conditions whose existence Engineer cannot . ascertain. ARTICLE 11 -OPINIONS OF COST AND Primengl.doc 2 SCHEDULE Because Engineer has
no control over the cost of labor, materials, or equipment furnished by others, or over the resources provided by others to meet Project schedules, Engineer's opinion of probable costs
and of Project schedules shall be made on the basis of experience and qualifications as a professional engineer. Engineer does not guarantee that proposals, bids, or actual Project costs
will not vary from Engineer's cost estimates or that actual schedules will not vary from Engineer's projected schedules. ARTICLE 12 -REUSE OF DOCUMENTS All documents, including, but
not limited to, drawings, specifications, and computer software prepared by Engineer pursuant to this Agreement are instruments of service in respect to the Project. They are not intended
or represented to be suitable for reuse by Owner or others on modifications or extensions of the Project or on any other project. Any reuse without prior written verification or adaptation
by Engineer for the specific purpose intended will be at Owner's sole risk and without liability or legal exposure to Engineer. Owner shall indemnify and hold harmless Engineer and its
subconsultants against all judgments, losses, damages, injuries, and expenses, including reasonable attorneys' fees, arising out of or resulting from such reuse. Any verification or
adaptation of documents will entitle Engineer to additional compensation at rates to be agreed upon by Owner and Engineer. ARTICLE 13 -OWNERSHIP OF DOCUMENTS AND INTELLECTUAL PROPERTY
Except as as otherwise provided herein, engineering documents, drawings, and specifications prepared by Engineer and furnished to Owner as part of the Services shall become the property
of Owner; provided, however, that Engineer shall have the unrestricted right to their use. Engineer shall retain its copyright and ownership rights in its design, drawing details, specifications,
data bases, computer software, and other proprietary property. Intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of
Engineer. ARTICLE 14 -TERMINATION AND SUSPENSION This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform
in accordance with the terms of this Agreement; provided, however, the nonperforming party shall have 14 calendar days from the receipt of the termination notice to cure or to submit
a plan for cure acceptable to the other party. Owner may terminate or suspend performance of this Agreement for Owner's convenience upon written notice to Engineer. Engineer shall terminate
091802
or suspend performance of the Services on a schedule acceptable to Owner, and Owner shall pay Engineer for all the Services performed plus termination or suspension expenses. Upon restart
of suspended Services, an equitable adjustment shall be made to Engineer's compensation and the Project schedule. ARTICLE 15 -DELAY IN PERFORMANCE Neither Owner nor Engineer shall be
considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such
circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns,
and other labor disturbances; sabotage; judicial restraint; and delay in or inability to procure permits, licenses, or authorizations from any local, state, or federal agency for any
of the supplies, materials, accesses, or services required to be provided by either Owner or or Engineer under this Agreement. Engineer shall be granted a reasonable extension of time
for any delay in its performance caused by any such circumstances. Should such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing,
give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. ARTICLE 16 -NOTICES
Any notice required by this Agreement shall be made in writing to the address specified below: Owner: Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 144 Addison, Texas 75001-0144
Engineer: Benjamin J. Biller P.E. Vice President Central Division 5910 W. Plano Parkway, Suite 200 Plano, Texas 75093 Nothing contained in this Article shall be construed to restrict
the transmission of routine communications between representatives of Owner and Engineer. ARTICLE 17 -DISPUTES In the event of a dispute between Owner and Engineer arising out of or
related to this Agreement, the aggrieved party shall notify the other party of the dispute within a reasonable time after such dispute arises. If the parties cannot thereafter resolve
the dispute, each party shall nominate a senior officer of Primengl.doc 3 its management to meet to resolve the dispute by direct negotiation or mediation. Should such negotiation or
mediation fail to resolve the dispute, either party may pursue resolution of the dispute by arbitration in accordance with the Construction Industry Arbitration Rules of the American
Arbitration Association; provided, however, in the event the parties are unable to reach agreement to arbitrate under terms reasonably acceptable to both parties, either party may pursue
resolution in any court having jurisdiction. During the pendency of any dispute, the parties shall continue diligently to fulfill their respective obligations hereunder. ARTICLE 18 -EQUAL
EMPLOYMENT OPPORTUNITY The Engineer hereby affirms its support of affirmative action and that it abides by the provisions of the "Equal Opportunity Clause" of Section 202 of Executive
Order 11246 and other applicable laws and regulations. Engineer affirms its policy to recruit and hire employees without regard to race, age, color, religion, sex, sexual preference/orientation,
marital status, citizen status, national origin or ancestry, presence of a disability or status as a Veteran of the Vietnam era or any other legally protected status. It is Engineer's
policy to treat employees equally with respect to compensation, advancement, promotions, transfers and all other terms and conditions of employment. Engineer further affirms completion
of applicable governmental employer information reports including the EEO-1 and VETS-100 reports, and maintenance of a current Affirmative Action Plan as required by Federal regulations.
ARTICLE 19 -WAIVER A waiver by either Owner or Engineer of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party's rights with respect to
any other or further breach. ARTICLE 20 -SEVERABILITY The invalidity, illegality, or unenforceability of any provision of this Agreement or the occurrence of any event rendering any
portion or provision of this Agreement void shall in no way affect the validity or enforceability of any other portion or provision of this Agreement. Any void provision shall be deemed
severed from this Agreement, and the balance of this Agreement shall be construed and enforced as if it did not contain the particular portion or provision held to be void. The parties
further agree to amend this Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. The provisions
of this Article shall not prevent this entire Agreement 091802
or duties under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld; provided, however, Engineer may assign its rights
to payment without Owner's consent. Unless otherwise stated in the written consent to an assignment, no assignment will release or discharge the assignor from any obligation under this
Agreement. Nothing contained in this Article shall prevent Engineer from engaging independent consultants, associates, and subcontractors to assist in the performance of the Services.
ARTICLE 24 -NO THIRD PARTY RIGHTS The Services provided for in this Agreement are for the sole use and benefit of Owner and Engineer. Nothing in this Agreement shall be construed to
give any rights or benefits to anyone other than Owner and Engineer. from being void should a provision which is of the essence of this Agreement be determined void. ARTICLE 21 -INTEGRATION
This Agreement, including Attachments A, B, C, and D incorporated by this reference, represents the entire and integrated agreement between Owner and Engineer. It supersedes all prior
and contemporaneous communications, representations, and agreements, whether oral or written, relating to the sUbject matter of this Agreement. ARTICLE 22 -SUCCESSORS AND ASSIGNS Owner
and Engineer each binds itself and its successors, executors, administrators, permitted assigns, legal representatives and, in the case ?f a partnership, its partners, to the other party
to thiS Agreement and to the successors, executors, administrators, permitted assigns, legal representatives, and partners of such other party in respect to all provisions of this Agreement.
ARTICLE 23 -ASSIGNMENT Neither Owner nor Engineer shall assign any rights IN WITNESS WHEREOF, Owner and Engineer have executed this Agreement. Town of Addison, Texas (Owner) By _ Title
_ Date _ Primengl.doc HNTB Corporation (Engineer) By _ Title _ Date _ 4 091802
ATTACHMENT A SCOPE OF SERVICES 1. Engineer shall perform the following Services: The following Services shall result in two separate bid packages. The first bid package shall include
Parcel 1 (Brick Yard) and Parcels 12 & 13 (Mini Storage). The second bid package shall include Parcel 2 (Automotive Garage). Engineer will prepare plans and specifications for bidding
and demolition of two single-story buildings on two separate sites (Parcels 1 and 2). Plans and specifications for demolition of a portion of two single-story storage buildings (See
Exhibit 1) and design of a new endwall system to re-enclose the bUildings on a third site (Parcels 12 and 13) will also be prepared. The proposed services include: • ROW map showing
property limits for each site with any temporary construction easements. • Removal plan showing limits of removals of eXisting structures, pavement, and utility connections at each site.
• Grading plan showing final contours at each site after removals are completed. • Storm water pollution pollution prevention plans showing measures to be implemented at each site. •
Traffic control plans showing traffic signing to be maintained during construction. • Prepare advertisement for bidders; provide 15 half-size sets of plans and bid documents; conduct
pre-bid meeting; prepare necessary addenda and respond to bidder's questions; prepare bid tabulation; recommend a bidder for the award of the construction contract after performing reference
checks. • Provide three (3) full-size sets of plans and specifications for Owner; and three (3) fullsize sets of plans and specifications for Contractor; conduct pre-construction meeting;
respond to Requests for Information; review submittals, as required by the contract documents; attend final inspection and prepare punch list. Engineer will provide structural engineering
services for the removal of a portion of two single story storage buildings and design of a new endwall system to re-enclose the buildings. The proposed services include: • The evaluation
of the the structural implications of the partial demolition of the buildings and inclusion of basic instructions to maintain the structural integrity of the buildings during the demolition
and prior to reconstruction of the endwalls. • Evaluation of the lateral and gravity load stability of the portion of the existing buildings to remain and the design of modifications
to re-establish stability. • Structural design of new foundations and new endwall systems. • Engineer shall provide contract documents in the form of drawings and technical specifications
for the above scope of work, for inclusion in the project construction documents package. • Engineer will review shop drawings and contractor submittals and respond to questions and
RFl's relative to the above scope of work during the construction phase of the work. Engineer will provide architectural design services relative to the removal of a portion of two single
story storage buildings and design of a new endwall system to re-enclose the buildings. The proposed services include: • The evaluation of architectural implications of the partial demolition
of the bUildings. • The evaluation and design of the roofing and wall systems to re-construct the architectural systems of the building envelope, including roofing, wall joints, insulation
systems and finishes.
• Engineer will provide architectural drawings and prepare architectural technical specifications for inclusion in the project specification manual. • Engineer will review shop drawings
and contractor submittals and respond to questions and RFl's relative to the above scope of work during the construction phase of the work. These services are contingent on a finding
of no Recognized Environmental Conditions (REC) during Phase I and II Environmental Site Assessments on the sites to be acquired. Additional services may be necessary if RECs are found.
2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • 90% plans according to the schedule
in Attachment B • 100% plans and specifications
ATTACHMENT B SCHEDULE Engineer shall perform the Services and deliver the related Documents according to the following schedule: • 90% plans for each of two separate bid packages will
be submitted for review within 30 calendar days of notice to proceed. • 100% plans for each of two separate bid packages will be submitted for review within 14 calendar days of receiving
comments from Owner. • Administer the final bidding process according to the bid date set by Owner.
ATTACHMENT C ARAPAHO ROAD PHASE III DEMOLITION OF EXISTING BUILDINGS ESTIMATE OF MANHOURS -ENGINEERING SERVICES Project Number Project Architectl of Sheets Manaaer Engineer CADD Clerical
I Building Demolition Plans and SDecs -Enaineerina Site Work A. Parcel 1 (Brick Yard) a. Cover Sheet 1 1 1 b. Right-of-Way map 1 1 2 c. Removal Plan and Utility Relocations 1 6 3 d.
Grading and Site Plan 1 2 2 e. Storm Water Pollution Prevention Plan 1 3 2 f. Traffic Control Plan 1 1 2 g. Specifications and Contract Documents 2 12 2 􀁾 B. Parcels 12 and 13 (Mini
Storage) 0 Z a. Cover Sheet 5 --<l> b. Right-of-Way map 1 2 Ol ell c. Removal Plan and Utility Relocations 6 3 -u"" ell d. Grading and Site Plan (temp. fencing) 4 2 a. e. Storm Water
Pollution Prevention Plan 3 2 "0 iii f. Traffic Control Plan 1 2 g. Specifications and Contract Documents --h. Architectural Drawings and Details 2 16 i. Architctural Specifications
2 10 j. Site visit to determine building construction requirements 4 for new wall and roofing material and attachments. k. Structural Design of Wall, Foundation, Lateral Stability 4
16 16 I. Structural Specifications 2 12 4 m. Proiect Manaaement 2 C. Parcel 2 (Automotive Garage) N a. Cover Sheet 1 1 1 z0 b. Right-of-Way map 1 1 2 <l> c. Removal Plan and Utility
Relocations 1 6 3 Ol ell d. Grading and Site Plan 1 2 4 -u"" ell e. Storm Water Pollution Prevention Plan 1 3 2 a. f. Traffic Control Plan 1 2 2 "0 iii g. Specifications and Contract
Documents 2 8 2 h. Project Manaaement 2 I. Subtotal Hours -18 122 53 8 II Project ManaQement and Administration· Bid Packacte 1 A. Bidding and Contract Award -Bid Package 1 (Parcels
1,12,13) 1. Prepare Advertisement for Bidders 1 4 1 2. Print 15 Blueline Sets of Plans & Bid Documents 2 4 3. Prepare Addenda & Respond to Bidder's Questions 1 8 4. Attend Bid Opening
and Prepare Bid Tabulation 1 4 5. Recommend a Bidder to the Town of Addison 1 1 1 B. Construction -Bid Package 1 (Parcels 1,12,13) 1. Provide 3 Full-size Blueline Sets-Town & Contractor
2 2 2. Review Architectural Submittals/Respond to Questions 1 10 2. Review Structural Submittals/Respond to Questions 2 12 II. Subtotal Hours -7 43 6 2 11/Project Manactement and Administration
-Bid Packacte 2 A. Bidding and Contract Award· Bid Package 2 (Parcel 2) 1. Prepare Advertisement for Bidders 1 2 1 2. Print 15 Blueline Sets of Plans & Bid Documents 2 4 3. Prepare Addenda
& Respond to Bidder's Questions 1 8 4. Attend Bid Opening and Prepare Bid Tabulation 1 4 5. Recommend a Bidder to the Town of Addison 1 1 1 B. Construction -Bid Package 2 (Parcel 2)
1. Provide 3 Full-size Blueline Sets-Town & Contractor 2 2 2. Review Submittals 1 2 11/. Subtotal Hours -5 21 6 2 Total Hours -30 186 65 12 Labor Rates $55 $35 $25 $18 IDirect Labor
Cost -$1,650 $6,510 $1,625 $216 Total Direct Labor· Dallas Indirect Labor, Overhead Profit and contingency Expenses Total Fee for Demolition Services M:IJOBS125768Phase3ICONTRACnprimeconIDS302-Demoli
tionlAttachmentC-PH3BldgDemoMHEstimate.xls $10,001 $15,402 $25,403$3,810 $475 $29,688
ATTACHMENT 0 OWNER'S RESPONSIBILITIES Owner shall perform and provide the following in a timely manner so as not to delay the Services of Engineer, and Engineer may rely on the accuracy
and completeness of the following: 1. Authorize Engineer in writing to proceed [authorization to proceed is given by the execution of this Agreement]. 2. Place at Engineer's disposal
all available information pertinent to the Project, including previous reports, drawings, specifications or any other data relative to the design or construction of the Project. 3. Make
facilities to be demolished available to Engineer as required for performance of the Services under this Agreement. 4. Require all construction contracts to include provisions requiring
Contractors to indemnify Owner and Engineer and requiring Contractors to name Owner and Engineer as Additional Insureds on Contractors' liability insurance policies. 5. Give prompt written
notice to Engineer whenever Owner becomes aware of any development that does or may affect the scope or timing of Engineer's Services, or any defect in the Services of Engineer or its
subconsultants, or the work of construction Contractors. 6. Advise Engineer of the identity and scope of services of any independent consultants retained by Owner to provide services
in regard to the Project. Unless otherwise provided in this Agreement, Owner shall bear all costs incident to compliance with the above items.
N <....._'! i--.J L _ . . 􀁾 .__t 􀁾 􀁾 􀁾 L 􀁾􀁒􀁟􀁈􀁾 􀁾__• 􀁩􀁟􀁾􀀧 ,--j ._---' --------_._---_._.__..􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀁾􀀬
,--_._----_._-!: _R_. 􀀮􀁟􀀮􀁾􀀮 . . 􀁾 • . 􀁾...__􀀮􀁾􀀮 . ----------_.. REVISION APPROV. EXHIBIT 1 TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III SUR-lEYOR 8ClJLEVN?D TO NJDISON RONJ
NO. DATE I-----r---,,!I i \ ; \ i r) ; i 􀁾 , ! f • • ! , , ! • i I , • .• , , f ! 􀁾 • DALLAS AREA RAPID TRANSIT PROPERTY ACQUISITION CORPORATION -----_._----------------._--------------------------
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/!. ; I! f I ! i /00 􀀢􀁾􀀧 1,--' ,_"..•..'" *-_.. j j ,I \1 i STRUCTURE TO BE PARTIALLYII BULLOUGH /LYKOS i L 􀁾 􀁾􀁾􀁾 􀁾􀁟􀁾􀁾__􀁾􀁾 􀁾􀁟􀀡􀁾􀁾􀁾􀁾􀁅􀁄􀁾 I 􀁲􀁾 􀁾􀁆􀀺􀀺􀁾􀁾􀁾􀁇 􀁾
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HNTB Contract and Supplemental Agreement Summary Contract Roadway RoW Amount Total Construction Design Landscaping Management Total Description Construction Services Prime Contract $
813,785.00 $ 813,785.00 $ 211,060.00 $ 602,725.00 $ 813,785.00 Supplemental 1 $ 18,015.00 $ 831,800.00 1$ 18,015.00 $ 18,015.00 Heritage In Alignment Decellane, Left turn lane, roadway
adjustments Supplemental 2 $ 15,700.00 $ 847,500.00 $ 15,700.00 $ 15,700.00 Landscape/Streetscape Supplemental 3 $ 18,903.00 $ 866,403.00 $ 18,903.00 1 $ 18,903.00 Drainage -Bridge Supplemental
4 $ 23,078.00 $ 889,481.00 $ 23,078.00 ! $ 23,078.00 Watson Taylor Supplemental 5 $ 11,698.00 $ 901,179.00 $ 11,698.00 1 $ 11,698.00 ARS/Exhibits Supplemental 6 $ 23,803.00 $ 924,982.00
$ 23,803.00 $ 23,803.00 DWU Coordination Supplemental 7 $ 18,367.00 $ 943,349.00 $ 18,367.00 , $ 18,367.00 Retaininq wall Concepts and Design Supplemental 8 $ 1,600.00 $ 944,949.00 $
1,600.00 $ 1,600.00 Additional Borings for Bridge Supplemental 9 $ 92,880.00 $ 1,037,829.00 1,037,829.00 $ 92,880.00 $ 92,880.00 Park Landscape Design Services Supplemental 10 $ -$ 1,037,829.00
$ -Skipped Number Earthwork (Moisture density testing), Pier Inspection (assumed 11 days I drilling and a drilling rig) , and Concrete Testing (Concrete and steel Supplemental 11 $ 99,250.00
$ 1,137,079.00 $ 99,250.00 I $ 99,250.00 Construction Material Testing (Rone) inspection, Concrete cylinder and beam testing) Supplemental 12 $ 19,687.00 $ 1,156,766.00 1$ 19,687.00
$ 19,687.00 DWU Coordination To cover overage from Prime contract and extend the construction services to cover future costs. Assumed; after 2/11/05 AW would continue to work for an
additional 34 weeks; AW would work 6 days a week, 12-hours a day for 30 weeks; AW would work 7 days a week for 4 Supplemental 13 $ 149,874.00 $ 1,306,640.00 $ 149,874.00 $ 149,874.00
Additional Construction Services weeks; 208 additional working days Supplemental 14 $ 6,792.00 $ 1,313,432.00 i$ 6,792.00 $ 6,792.00 Bullough/Lykos Appeal During construction, the railroad
came in and leveled off their tracts. In doing so they changed the top rail elevations by several inches. These elevations were what the road was originally designed for, in changing
the elevations, the drainage patterns were also changed. the roadway Redesign Roadway due to RR track inside the "Y"-tracks had to be re-designed to accommodate these Supplemental 15
$ 5,400.00 $ 1,318,832.00 $ 5,400.00 $ 5,400.00 field adjustments modified grades. Assumed: AW would complete project 12/16/2005; Guy would work 5 days a weeks, 1O-hour days; GUy would
have an assistant inspector 2 Supplemental 16 $ 118,580.00 $ 1,437,412.00 $ 118,580.00 $ 118,580.00 Additional Construction Services days a week for 8-hour days $ 578,764.00 $ 758,976.00
$ 92,880.00 $ 6,792.00 $ 1,437,412.00 C:\Documents and Settings\sfairley.ADDISONGOV\Local Settings\Temporary Internet Files\OLK56\HNTB_Summary.xls
URS April 11, 2003 Mr. Steven Z. Chutchian, PE Assistant City Engineer 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Arapaho Road Bridge at Midway Road Work Order No.
002 Expert Witness Testimony of Noise & Vibration Analysis for the Property Condemnation Dear Mr. Chutchian: Enclosed please find two originals of Work Order Number 002 for the Expert
Witness Testimony of Noise Analysis for the Property Condemnation with Attachment A -Scope of Services, Attachment B -Estimated Schedule, and Attachment C -Lump Sum Fee Breakdown. Please
execute both originals ofthe work order and return to us for our signature. We will then provide one original fully executed work order to you. Please call if you have any questions.
Sincerely, URS Corporation 􀁾􀀱􀀱􀀡􀁊􀁊􀀨 CliffR. Hall, PE Project Manager Enclosure URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950
Fax: 972.406.6951 􀀱􀀷􀀺􀀾􀁾􀁜􀁏 '(\D\ 􀁾 IV·I 6 􀁓􀀧􀁴􀁾􀁗􀁾􀁾
URS April 11, 2003 Mr. Steven Z. Chutchian, PE Assistant City Engineer 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Arapaho Road Bridge at Midway Road Work Order No.
002 Expert Witness Testimony of Noise & Vibration Analysis for the Property Condemnation Dear Mr. Chutchian: Enclosed please fmd two originals of Work Order Number 002 for the Expert
Witness Testimony of Noise Analysis for the Property Condemnation with Attachment A -Scope of Services, Attachment B -Estimated Schedule, and Attachment C -Linnp Sum Fee Breakdown. Please
execute both originals ofthe work order and return to us for our signature. We will then provide one original fully executed work order to you. Please call if you have any questions.
Sincerely, DRS Corporation C/f111/.J( CliffR. Hall, PE Project Manager Enclosure URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950 Fax:
972.406.6951
FIXED PRICE WORK ORDER NO. -"0=0=-2 _ In accordance with the Agreement for Professional Services between Town of Addison ("Clienf'), and_ URS Corporation ("URS"). a Nevada corporation,
dated November 11. 2002 ,this Work Order describes the Services, Schedule, and Payment Conditions for URS Services on the Project known as: ARAPAHO ROAD BRIDGE AT MIDWAY ROAD EXPERT
W1TNESS TESTIMONY OF NOISE & VIBRATION ANALYSIS Client Authorized Representative: Address: Public Works Department, P.O. Box 9010 Addison, TX 75001-9010 Telephone No.:__---=.97.:..,:2:::.,.4..:.::5::
,:0"-=.2::.=8;.:..7..:.,.1 _ URS Authorized Representative: Address: Emily Taylor, P.E. Graystone Centre, 3010 LBJ Freeway. Suite 1300 Dallas, TX 75234 Telephone No.:__􀁾􀀹􀁾􀀷􀀽􀀲􀀧􀀺􀀮􀀺􀀺􀁬􀀮􀀴􀁾�
�􀀶.􀁾􀀮􀀺􀀺􀀺􀀻􀀶􀀹􀁾􀀵􀁾􀀰􀁾 _ SERVICES. The Services shall be described in Attachment -"A:..:...._ to this Work Order. SCHEDULE. The Estimated Schedule shall be set forth in Attachment.-L
to this Work Order. Because of the uncertainties inherent in the Services, Schedules are estimated and are SUbject to revision unless otherwise specifically described herein. URS acknowledges
that timely performance of its services is an important element of this Agreement and the Work Order. URS will put forth its best efforts to timely complete the Services. PAYMENT. The
Services described in Attachment A will be performed for a total fixed amount of $21,985.00; in no event shall the payment by Client for the Services exceed the said amount. A breakdown
of this amount is included in AttachmentL Payment shall be made monthly based upon statements submitted to the Client for the work performed. TERMS AND CONDITIONS. The terms and conditions,
of the Agreement referenced above shall apply to this Work Order, except as expressly modified herein. ACCEPTANCE of the terms of this Work Order is acknowledged by the following signatures
of the Authorized Representatives. CLIENT Signature Ron Whitehead I City Manager Typed Namemtle Date of Signature PSA·1.DOC 19-Mar-02 -1 -Signature Signature Emily Taylor, P.E.I Vice
President Typed Namemtle Date of Signature
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 002 ATTACHMENT A SCOPE OF SERVICES EXPERT TESTIMONY OF NOISE AND VffiRATION ANALYSIS FOR PROPERTY CONDKMNATION URS will provide expert
witness testimony for the condemnation hearings relating to the construction and use of Arapaho Road from approximate Station 40+67 to' approximate Station 70+28 and as provided in the
itemized scope. The construction will consist of an elevated four-lane roadway with sidewalk located within the proposed Arapaho Road right-of-way (ROW) on a tangent alignment. This
task includes preparation and participation of staff qualified in airborne and groundborne noise analysis in the upcoming condemnation hearings (currently scheduled for April 16 and
April 23, 2003) for the sites known as The Crouch Property (old MBNA Building) and the Motel 6 Property. In addition to the airborne noise analysis conducted for the project, a groundborne
noise (Le., vibration) study will be conducted. Potential vibration impacts would be analyzed for 2 2 cases -a "close-in" case (the Crouch) property wherein the bridge pier is approximately
27 feet from the building of interest; the second for the Motel 6 property, in which the bridge/roadway is approximately 100 feet from the building of interest. Vibration from construction
equipment and operations will also be addressed. This study will be a "screening" level of analysis as vibration is not expected to have an adverse impact. URS' Michael Greene, INCE
Bd. Cert. # 97008 and Project Manager, Cliff Hall, P.E., will attend a preparation meeting on April 7, 2003 in Dallas, Texas with Town ofAddison legal representatives and other DRS staff.
Noise analysis results to-date will be reviewed and preparations/strategies for the condemnation hearings will be discussed. Following the preparation meeting, relevant presentation
material will be prepared and presented to Town of Addison legal representatives for review. Because ofthe limited time available between the preparation meeting and the condemnation
hearing, hearing, one (1) round of review and revision per hearing is anticipated. Additional review cycles will be considered out-of-scope work requiring additional budget authorization.
Michael Greene and Cliff Hall will attend one condemnation hearing for the Crouch Property and one condemnation hearing for the Motel 6 property and will present the results ofthe noise
and vibration analyses as they pertain to the subject properties. They will be available for questions as necessary. When DRS staff appear as expert witnesses at court trials, mediation,
arbitration hearings and depositions, their time is charged at 2.0 times the standard rate. All time spent preparing for such trials, hearings and depositions is charged at the standard
labor rate. Attachment A Scope ojServices Work Order No. 002 1
Itemized Scope of Services Provided by URS for the Expert Witness Testimony of Noise & Vibration TASK 1-Expert Testimony A. Crouch Property 1. Preparation for Strategy Meeting 2. Strategy
Meeting 3. Preparation for Condemnation Hearing -Crouch 4. Vibration Screening (Constr &Opers.) 5. Crouch Condemnation Hearing and Debrief B. Motel 6 Property 1. Preparation for Condemnation
Hearing -Motel 6 2. Vibration Screening (Constr &Opers.) 3. Motel 6 Condemnation Hearing and Debrief Allachmenl A Scope ofServices Work Order No. 002 2 URS
URS Corporation Arapaho Road Bridge at Midway Road -Work Order No. 002 Expert Witness Testimony of Noise &Vibration Analysis for Condemnation Property ATTACHMENT B Estimated Schedule
TASK DESCRIPTION Notice to Proceed Preparation for Strategy Meeting Strategy Meeting Preparation for Crouch Condemnation Hearing Vibration Screening Analysis. Crouch Crouch Condemnation
Hearing Preparation for Motel 6 Condemnation Hearing Vibration Screening Analysis. Motel 6 Motel 6 Condemnation Hearing MARCH 24 25 26 27 28/liJ., • 􀁾 1 2 3 4 April 7 8 9 10 11 14 15
16 1718 21 2223
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 002 EXPERT WITNESS TESTIMONY OF NOISE & VIBRATION ANALYSIS ATIACHMENTC FIXED PRICE BREAKDOWN URS CORPORATION Total Cost TASK I -EXPERT
TESTIMONY A. Crouch Property 1. Preparation for Strategy Meeting 2. Strategy Meeting 3. Preparation for Condemnation Hearing -Crouch 4. Vibration Screening (Constr &Opers.) 5. Crouch
Condemnation Hearing and Debrief B. Motel 6 Property 1. Preparation for Condemnation Hearing -Motel 6 2. Vibration Screening (Constr &Opers.) 3. Motel 6 Condemnation Hearing and Debrief
TOTAL $ 14,955.00 $ 7,030.00 $ 21,985.00
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 002 -ARAPAHO ROAD BRIDGE -Expert Testimony for Condemnation Hearing MAN-HOUR & EXPENSE COST ESTIMATE CONSULTANT: I URS Corporation I
URS CORPORATION Expert Senior Project Sr Project staff Sr. Tech Clerical Total Total Labor Direct Total Witness Consult. Mangr Project EnglPlan EnglPlan Tech. WP Hours Cost Expenses
Cost $270.00 $165.00 $135.00 $135.00 $95.00 $65.00 $80.00 $65.00 $50.00 9 m $$ 17 64 if 􀀺􀀱􀁾􀀵􀁩􀁤􀀡􀁦􀁦􀁩􀁍􀁾􀁬􀁌􀁴􀁬􀂷􀂷􀀮􀂷 8 0 8 129 $ 􀁾􀁜􀀧􀁴􀁜􀁪􀁴􀀻􀁴􀀴􀀺􀀸􀁾􀁲􀁾􀁾􀀺􀁾􀁅􀁾
$ TASK 1-Expert Testimony A. Crouch Property 1. Preparation for strategy Meeting 2. strategy Meeting 3. Preparation for Condemnation Hearing -Crouch 4. Vibration SCreening (Constr &
Opers.) 5. Crouch Condemnation Hearing and Debrief (2 persons@4:5I1rs) B. Motel 6 Property 1. Preparation for Condemnation Hearing -Motel 6 2. Vibration Screening (Constr & Opers.) 3.
Motel 6 Condemnation Hearing and Debrief (2 persons @4.5110urs) 18 9 6 ;'1iI::. 2 244 2 8 12 14 6448 88 o 44 222 13 17 34 8 11 6 20 o $$$$$$$$ 18,585.00 $ 3,400.00 $ 12,705.00 􀀮􀀤􀁩􀁜􀀺􀀼􀀭􀁩􀁾􀀻􀁾�
�􀀮􀁴􀁴􀁬􀀬 $ 1,615.00 $ 2,210.00 $ 1.000.00 $ 3,940.00 $ 250.00 $ 1,110.00 $ 3,830.00 $ 1.000.00 $ 5,880.00 .􀂷􀁩􀁦􀀮􀁾􀁲􀀡􀀢􀀮􀀧􀁦􀀻􀁊􀀤􀁬􀁪􀁩􀁴􀁩􀁯􀀻 $ 1,210.00 $ 150.00 $ 840.00
$ 3,830.00 I I$ $ 1.000.00 $ 21,985.00 14,955.00 1,615.00 3,210.00 4,190.00 1,110.00 4,830.00 7,030.00 1,360.00 840.00 3,830.00 1,000.00
URS April 18, 2003 Mr. Steven Z. Chutchian, PE Assistant City Engineer 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Arapaho Road Bridge at Midway Road Work Order No.
003 Resolution ofDWU Issues Dear Mr. Chutchian: As you know the DRS Team performed additional modifications to conceptual drawings and participated in numerous meetings to resolve the
issues with Dallas Water Utilities (DWU). These modifications and meetings were outside our scope as defmed in Work Order No. 001. Therefore we are submitting a request for additional
fee for these services performed. The fee provided was derived from actual hours spent to resolve DWU' concerns. Enclosed please find two originals of Work Order Number 003 for services
provided to resolve the issues with DWU with Attachment A -Scope of Services, Attachment B -Estimated Schedule, and Attachment C -Lump Sum Fee Breakdown. Please execute both originals
ofthe work order and return to us for our signature. We will then return one original fully executed executed work order to you. Sincerely, URS Corporation e¥I7M Cliff R. Hall, PE Project
Manager Enclosure URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950 Fax: 972.406.6951
FIXED PRICE WORK ORDER NO. 􀁾􀀰􀀮􀀺􀀮􀀺􀀰􀀳􀀺􀀺􀀮􀀮􀀮􀀮􀁟 _ In accordance with the Agreement for Professional Services between Town of Addison ("Clienf'), and_ URS Corporation ("URS").
a Nevada corporation, dated November 11, 2002 ,this Work Order describes the Services, Schedule, and Payment Conditions for URS Services on the Project known as: ARAPAHO ROAD BRIDGE
AT MIDWAY ROAD RESOLUTION OF DWU ISSUES Client Authorized Representative: Address: Public Works Department. P.O. Box 9010 Addison. TX 75001-9010 Telephone No.:__􀀭􀀭􀀭􀀭􀀽􀀹􀁾􀀷􀁾􀀲􀀮􀀺􀀺􀀺􀀮􀀺􀀴􀁾􀀵
􀀰􀁾􀀮􀁾􀀲􀀸􀁾􀀷􀁾􀀱 _ URS Authorized Representative: Address: Emily Taylor. P.E. Graystone Centre. 3010 LBJ Freeway. Suite 1300 Dallas. TX 75234 Telephone No.:__--=9'-'-7.=.2:....:.4..:::.06::.:...:
::.69::.:5:<.::0'--_ SERVICES. The Services shall be described in Attachment -,A:...:....-_to this Work Order. SCHEDULE. The Estimated Schedule shall be set forth in Attachment -lL-to
this Work Order. Because of the uncertainties inherent in the Services, Schedules are estimated and are subject to revision unless otherwise specifically described herein. URS acknowledges
that timely performance of its services is an important element of this Agreement and the Work Order. URS will put forth its best efforts to timely complete the Services. PAYMENT. The
Services described in Attachment A will be performed for a total fixed amount of $23,410.00; in no event shall the payment by Client for the Services exceed the said amount. A breakdown
of this amount is included in Attachment L Payment shall be made monthly based upon statements submitted to the Client for the work performed. TERMS AND CONDITIONS. The terms and conditions
of the Agreement referenced above shall apply to this Work Order, except as expressly modified herein. ACCEPTANCE of the terms of this Work Order is acknowledged by the following signatures
of the Authorized Representatives. CLIENT Signature Ron Whitehead /City Manager Typed NamefTitle Date of Signature PSA-1.DOC 19-Mar-02 -1 -Signature Emily Taylor, P.E./Vice President
Typed NamefTitle Date of Signature
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 003 ATTACHMENT A SCOPE OF SERVICES RESOLUTION OF DALLAS WATER UTILITIES (DWU) ISSUES URS will provide conceptual engineering and modifications
to the conceptual plans, as it relates to Arapaho Road from approximate Station 40+67 to approximate Station 70+28 to resolve the DWU concerns related to the 60" water main inside the
proposed Arapaho Road right-of-way (ROW). URS shall modify the conceptual bridge layouts and typical sections as necessary to obtain approval from DWU for the construction of Arapaho
Road. URS will attend meetings with the Town of Addison, DWU and the Town's consultant as necessary. URS will coordinate the alignment, profile, width and other issues related to Arapaho
Road with the Town's consultant as necessary Itemized Scope of Services Provided by URS for the Arapaho Road Bridge TASK I -Resolution ofDWU Issues 1. Modifications of Conceptual Bridge
Layouts 2. Modifications ofConceptual Typical Sections 3. Preparation for and Attendance ofMeetings With Addison Public Works and/or DWU Attachment A Scope ofServices Work Order No.
001 1 URS
URS Corporation Arapaho Road Bridge at Midway Road Work Order No. 003 -Resolution of DWU Issues ATTACHMENT B Estimated Schedule TASK DESCRIPTION October November December January February
March April 2 0 0 2 2 0 0 2 2 0 0 2 2 0 0 3 2 0 0 3 2 0 0 3 2 0 0 3 Notice to Proceed • Addison I DWU Meetings (No.) 1 1 2 1 2 1 1 1 1 2 1 Modifications to Bridge Sections & Layout Acceptance
by DWU •
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 003 -RESOLUTION OF DWU ISSUES ATTACHMENT C FIXED PRICE BREAKDOWN Total Cost URS CORPORATION TASK 1-Resolution of DWU Issues 1. Modifications
of Conceptual Bridge Layouts 2. Modifications of Conceptual Typical Sections 3. Preparation for and Attendance of Meetings With Addison Public Works and/or DWU $ 22,430.00 $ 2,440.00
$ 12,030.00 $ 7,960.00 CORGAN ASSOCIATES, INC $ 980.00 GRAND TOTAL $ 23,410.00
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 003 -ARAPAHO ROAD BRIDGE -Resolution of DWU Issues MAN-HOUR & EXPENSE COST ESTIMATE CONSULTANT: I URS Corporation I URS CORPORATION
Expert senior Project Sr Project Staff Sr. Tech Clerical Total Total Labor Direct Total Witness Consult. Mangr Project EnglPlan EngJPIan Tech. WP Hours Cost Expenses Cost $270.00 $165.00
$135.00 $135.00 $95.00 $65.00 $80.00 $65.00 $50.00 TASK 1-Resolution of DWU Issues 1. Adjustments to Conceptual Bridge Layout 2. Modifications to Conceptual Typical Sections 3. Meetings
With Addison Public Works and/or DWU (14 total) o 0 68 24 26 68 12 24 12 􀁾􀁾 24 􀀱18􀀧􀀱56􀀱􀀲12 􀁾20 􀀲:􀀱 234 30 140 64 $$$$ 􀁾12,,􀀺,,"0􀀺0 􀀺􀀺􀁾-􀀤:.' 7.960.00 .$ 22,430.00 2.440.00
12,030.00 7.960.00 CORGAN ASSOCIATES, INC 7 hrs@$ 140.00 I hr-$ 980.00 $ 23,410.00
DATE SUBMITTED: December 6, 2005 FOR COUNCIL MEETING: December 13, 2005 Council Agenda Item # SUMMARY: This item is for the approval of a second change order to the Engineering Services
Agreement with URS Corporation, in the amount not to exceed $21,335.00, for additional construction administration services on the Arapaho Road, from Surveyor Blvd. to Addison Road,
project. FINANCIAL IMPACT: Current Construction Administration Cost: Change Order NO.2 amount: Source ofFunds: BACKGROUND: $37,400.00 $21,335.00 Funds have been identified to support
the excess amount, primarily from the 2006 bond sale. The third phase of the proposed Arapaho Road, Phase ill project extends from Surveyor Blvd. to Addison Rd., and is nearing completion
ofconstruction. Several items reJated to the construction of the bridge over Midway Rd. remain and require analysis and inspection by URS Corporation. In November 2002, an initial contract
was approved for URS to perform construction adrllinistration services for the proposed bridge, in the amount of $25,000. Subsequently, change order no. 1 became necessary, in the amount
of$12,400, due to the amount ofanalysis and construction review that DRS was asked to perform during the construction process. At this time, it has been determined that several additional
actions on the part ofURS are necessary in order to complete the construction of the bridge and ensure that. the final construction will meet all safety requirements set forth in the
design specifications. The work involved includes review and analysis of stressing the proposed bridge hangers, review and approval of the cable deflections and forces, providing repair
procedures for voids in the bridge diaphragm, and responding to additional lighting and other miscellaneous requests for information by the Contractor. As a result, a second change order
to the original contract with URS Corporation, in the amount not to exceed $21,335, is requested. RECOMMENDATION:
Staffrecommends that Council approve Change Order NO.2 to the Engineering Services Agreement with DRS Corporation, in an amount not to exceed $21,335.00, for additional construction
administration services on the Arapaho Road, from Surveyor to Addison Road, project.
CHANGE ORDER NO. 02 In accordance with the Agreement between the Town of Addison ("Client"), and L1RS Corporation ("URS"), a Nevada corporation dated November 11,2002 (for Work Oi-der
No. 002 ) this Change Order describes the agreed upon changes to the Services, Schedule, and Payment for the Services. . Project: Arapaho Road Bridge at Midway Road. Construction Administration
Services URS Project No.25334402 Date:_._ REFERENCE: Drawing No. N/A Specification No. N/A Other 􀀮􀀡􀀮􀀮􀀺􀁎􀁾􀀯􀁁􀁾 _ The Agreement is he'reby changed as follows: Additional fee for
the continuation of Construction Administration Services. Justification for Change: Additional fee is required to continue to respond to design changes during construction as well as
review and approve the erection and hanger stressing report, drawings and calculations for the arch span. CHANGE TO ESTIMATED CONTRACT PRICE (See Attachment§) Original Estimated Contract
Price (Work Order No. 002): Current estimated contract price, including previous change orders: The estimated Contract Price due to this Change Order will be increased by: The new estimated
Contract Price due to this Change Order will be: $ 25.000.00 $ 37,400.00 $ 21;335.00 $ 58,735.00 CHANGE TO THE ES1"IMATED SCHEDULE (See Attachment N/A) The date for completion of all
work under the contract will be: 􀀮􀀺􀀺􀁄􀁾􀁥􀀺􀀺􀀺􀀺􀀺􀁣􀁥􀁾􀁭􀁾􀁢􀁥􀁾􀁲􀀮􀀮􀀮􀀮􀀡􀀺􀀲􀀺􀀺􀁊􀀴􀀡􀀺􀀮􀁌􀀮􀀧 􀀮􀀡􀀺􀀺􀀮􀀲􀀰􀁾􀀰􀀺􀀺􀀺􀀺􀀺􀀵􀀺􀀺􀀮􀀮􀀮􀀮􀀭 _ EXCEPT AS PROVIDED IN THIS
CHANGE ORDER, ALL TERMS AND CONDITIONS OF THE CONTRACT REMAIN UNCHANGED Typed Namerntte t l /1 {oSIgn .r Emily Taylor. P.E.I Vice President Date of Signature cc: Accounting Typed l\JamefTitle
Signature Acceptance of the terms of this Change Order is acknowledged by the following signatures of the Authorized Representatives. CLIENT
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD ATTACHMENT E WORK ORDER NO. 002 • ARAPAHO ROAD BRIDGE MAN·HOUR BREAKDOWN FOR CHANGE ORDER NO. 002 (THROUH DECEMBER 24, 2005) URS CORPORATION IProject
Mangr $155.00 Manhours per Labor Classification Sr. I Tech Tech. $65.00 I $70.00 Clerical WP $55.00 Total Hours Total Labor Cost I 41 $ 6,017.50 $ 27.50 $ 6,045.00 􀁓􀁾􀁩􀁾􀁾􀁴􀁾􀁾􀁾􀁾􀁾􀀻􀁾􀂣􀁾􀁾􀁾�
�􀁾􀁴􀁩􀁩􀁾􀁩􀁾􀁾􀁴􀁴􀀻􀂣􀀨􀂣􀁾􀁾􀁩􀁾􀁾 18 6.5 3 11 0.5 20 􀁾􀀭􀀻􀀧􀂷􀂷􀀧􀀭􀀢􀀢􀀢􀀧􀀻􀀻􀀢􀀢􀀭􀀬􀀬􀀬􀀬􀀭􀀢􀀭􀀢􀀭􀀢􀀧􀀭􀀭􀀧􀀱􀀧􀀱􀀧􀀭􀀾􀀢􀀢􀀧􀀧􀀧􀀺􀀧􀀧􀀻􀀧􀂷􀀽􀀬􀁾􀁾 110 􀀮􀀬􀀡􀁽􀀴􀀬􀀧􀀮􀁾􀀿􀀬􀁱􀁾􀁧􀀲�
�....􀁾􀀮􀀬􀀮􀁾􀀮􀀿􀁃􀀡􀀮􀀬􀁱􀀲􀀺􀀹􀀮􀀲􀀢􀁎􀀮􀀡􀁬􀁾􀁾􀀲􀀹􀀰􀀮􀀰􀀰 46 42 26 26 60 􀀻􀁾􀁦􀁾􀁜􀁩􀀺􀁩􀁾􀁬􀁬􀁾􀀮􀁦􀁾 151 $ 20,307.50 $ 1,027.50 $ 21,335.00 20.5 20 0 0.5 0 0 0 is 2 15.5 0.5
2 4.5 3 H0.5 2 40 24 40 0 0 0 6 42 4 4 20 16 2 16 8 2 8 16 2 6 60.5 44 40 0.5 0 0 6 CHANGE ORDER NO.2 August 19, 2005 through October 21, 2005 Complete the review and approval of the
Contractor's "Step-by-Step Construction Analys with Deflections and Cable Forces". Review the Contractor's "Check of Structural Performance During Construction". Review and provide responce
to diaphragm rebar clearance and diaphragm casting sequence questions. Review and provide response to diaphragm void repair procedure, perform field visit and review ISE analysis. Respond
to questions related to the drivers for the Type C lights. Attend Meeting with Town of Addison October 22, 2005 through December 24, 2005 Visit site dUring hanger stressing Review final
hanger stresses. Review analysis on bridge for differring hanger stresses. Respond to 􀁭􀁩􀁾􀁣􀁥􀁬􀁬􀁡􀁮􀁥􀁯􀁵􀁳 RFIs Respond to lighting questions. Attend meetings with the Town of
Addison (3) SUBTOTAL CHANGE ORDER NO.2 (*) Direct expenses include items such as Fed-Ex, copies, travel and courier services.
", URS November 9, 2005 Mr. Steven Z. Chutchian, PE Assistant City Engineer 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho Road Bridge at Midway Road Construction Administration
Services Change Order No. 02 Dear Mr. Chutchian: Enclosed please find two signed originals of Change Order No. 02 to Work Order No. 002 for the Construction Administration Services.
As we discussed this Change Order assumes that construction of the bridge will be finished by December 2005. Please have both originals executed and return one original to us. Sincerely,
DRS Corporation Cliff R. Hall, P.E. Vice President, Project Manager Enclosure URS CorporationGraystone Center 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950 Fax: 972.406.6951
Sue Ellen Fairley From: Sent: To: Subject: Nancy Cline Tuesday, April 18, 2006 8:57 AM Sue Ellen Fairley Contracts for Arapaho , Would you please look up and copy each contract for Arapaho
Rd design with HNTB and DRS? Also, please copy contract amendments for HNTB. Also, please copy the monthly pay requests from HNTB. If you could do this before you go to lunch, I would
really appreciate it. I am at my house waiting on a repairman who told me he was three blocks away about 15 minutes ago. ??? Confusing. Thanks, Nancy ,1
URS November 12, 2002 Mr. Steven z. Chutchian, PE Assistant City Engineer 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Arapaho Road Bridge at Midway Road Phase II -Design
Development & Contract Documents Agreement for Professional Services Dear Mr. Chutchian: Enclosed please find two executed originals of the Agreement for Professional Services for the
Arapaho Road Bridge at Midway Road for the Town of Addison's execution. This Agreement includes Work Order Number 001 for the Design Development and Contract Document services with Attachment
A -Scope of Services, Attachment B -Estimated Schedule, and Attachment C -Fixed Price Breakdown. Please have the both originals ofthe Agreement and Work Order executed and return one
original to us. We look forward to working with you on this exciting project. Sincerely, &;}:w Cliff R. Hall, PE Project Manager Enclosure URS Corporation Graystone Centre 3010 LBJ Freeway.
Suite 1320 Dallas, TX 75234 Tel: 972.406.6950 Fax: 972.406.6951
AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") This Agreement between the Town of Addison. Texas, ("Client") and URS Corporation ("URS"), a Nevada corporation; Graystone Centre. 3010
LBJ Freeway. Suite 1300 75234; 972.406.6950 C'URS"), is effective as of September 11.2002 . The parties agree as follows: ARTICLE I -Work Orders. The Scope of Services ("Services"),
the time schedule ("Time Schedule") and the charges for the Services ("Charges") are to be set forth in a written Work Order which is supplementary to this Agreement. The terms and conditions
of this Agreement shall apply to each Work Order, except to the extent expressly modified by the Work Order. Where Charges are "not to exceed" a specified sum, all Services shall be
provided by URS for Charges which do not exceed the specified sum. If a "not to exceed" sum is broken down into budgets for specific tasks, the task budget may be exceeded without Client
authorization as long as the total sum is not exceeded. Changes in conditions which directly affect the Services, including, without limitation, changes in laws or regulations occurring
after the budget is established or other circumstances beyond URS control shall be a basis for equitable adjustments in the bUdget and Time Schedule. ARTICLE " -Payment. A. Unless otherwise
stated in a Work Order, payment shall be on a time and materials basis under the Schedule of Fees and Charges set forth in the Work Order which are in effect when the Services are performed.
Client shall pay undisputed portions of each progress invoice within thirty (30) days of the date of the Client's receipt of an invoice from URS. If payment is not maintained on an at
least forty-five (45) day basis, URS may suspend further performance until payments are current. Client shall notify URS of any disputed amount within fifteen (15) days from date of
the Client's receipt of the invoice, give reasons for the objection, and pay the undisputed amount. in accordance herewith. Client shall pay interest on any overdue payment at the rate
of one percent (1%) per month or the maximum percentage allowed by law, whichever is the lesser. In the event of a legal action for invoice amounts not paid in accordance with this Agreement
and the Work Order, attorneys' fees, court costs, and other related expenses shall be paid to the prevailing party. B. URS shall submit to Client an invoice or billing statement for
all work performed. All invoices or billing statements shall include a statement of Services rendered and the amount owed in connection therewith, an itemized statement of costs and
expenses incurred to the date of the invoice, and the sum of all prior payments for the Services set forth in the letter agreement dated February 21, 2002 (Exhibit A). The cumulative
amounts of progress payments for the Services shall not exceed the Charges. URS shall not be entitled to any compensation for any services or work not actually performed or for any lost
profits as a result of any abandonment or suspension of work by the Client. URS shall perform all all work hereunder in a manner satisfactory and acceptable to the Client in accordance
with the standard of care set forth in this Agreement. C. Notwithstanding any other provision of this Agreement or the Work Order, Client shall not be obligated to make payment to URS
hereunder if: 1. URS is in default of any of its obligations under this Agreement, the Work Order, or any other documents in connection with the Services (and payment may be withheld
to the extent of any such default); 2. Any part of such payment is attributable to any services of URS which are not performed in accordance with this Agreement and URS' proposal; or
3. If the Client, in its good faith judgment and after consultation with URS, determines that the portion of the compensation then remaining unpaid will not be sufficient to complete
the Services hereunder, no additional payments will be due URS hereunder unless and until URS performs a sufficient PSA-1.DOC 19-Mar-Q2 -1 -
portion of the Services so that such portion of the compensation remaining unpaid is determined by Client to be sufficient to complete the Services. ARTICLE III -Professional Responsibility.
URS is obligated to comply with applicable standards of professional care in the performance of the Services. Client recognizes that opinions relating to environmental, geologic, and
geotechnical conditions are based on limited data and that actual conditions may vary from those encountered at the times and locations where the data are obtained, despite the use of
due professional care. URS represents and warrants that it is authorized to practice engineering in the State of Texas and that any necessary licenses, permits or other authorization
to practice engineering and to provide the Services set forth herein have been heretofore acquired as required by law, rule or regulation. Notwithstanding anything herein to the contrary,
URS and Client agree and acknowledge that Client is entering into this Agreement in reliance on URS' professional abilities with respect to performing the Services set forth herein.
URS agrees to use its professional skill, judgment and abilities in the performance of its Services hereunder, and shall render Services under this Agreement and in connection with the
project in accordance with the professional standards of engineering prevailing in the Dallas-Fort Worth metroplex area and shall use the skill and care commensurate with the requirements
of the engineering profession. URS shall perform its Services in accordance with laws, regulations, and rules in accordance with the standard of care set forth herein. Without in any
way limiting the foregoing or any other provision of this Agreement, URS shall be liable to the Client for damages, injuries, liability, or other harm to the extent caused by or resulting
from any negligent, grossly negligent, or intentionally wrongful errors, acts or omissions of URS, or URS' directors, partners, officers, employees, agents, contractors, subcontractors,
or any person or entity for whom URS is legally liable, in the provision of its Services under this Agreement, and for other breaches by URS to the extent URS was negligent, grossly
negligent, or intentionally wrongful in its performance of professional services under this Agreement. ARTICLE IV -Responsibility for Others. URS shall be responsible to Client for URS
Services and the services of URS directors, partners, officers, employees, agents, contractors, subcontractors, or any person or entity for whom URS is legally liable. URS shall not
be responsible for the acts or omissions of other parties engaged by Client nor for their construction means, methods, techniques, sequences, or procedures, or their health and safety
precautions and programs. ARTICLE V -Insurance; Indemnity. A. In connection with this Agreement, URS shall provide and maintain in full force and effect the following insurance: (i)
Workers' compensation and employer's liability insurance for the protection of URS' employees, to the extent required by the law of the State of Texas; (ii) Commercial general liability
insurance with limits not less than One Million and No/100 Dollars $1,000,000.00 each occurrence combined single limit bodily injury and property damage, including contractual liability
(covering, but not limited to, the liability assumed under the indemnification provisions of this Agreement), personal injury, broadform property damage, products and completed operations
coverage (and if such commercial general liability insurance contains a general aggregate limit, it shall apply separately to the Services under this Agreement); (iii) Comprehensive
automobile liability insurance with limits not less than One Million and No/100 Dollars ($1,000,000.00) each occurrence combined single limit bodily injury and property damage, including
owned, non-owned and hired auto coverage, as applicable; and (iv) Professional Liability Insurance to protect from liability arising out of the performance of professional services under
this Agreement. Such coverage shall be in the sum of not less than One Million and No/1 00 Dollars ($1,000,000.00) per claim and aggregate. Equivalent coverage must be maintained for
at least two (2) years after the project contemplated herein is completed. If coverage is written on [J claims-made basis, the retroactive date must not be later than the inception date
of this Agreement. PSA-1.DOC 19-Mar-Q2 -2 -
All such policies of insurance shall (a) be issued by insurance companies reasonably acceptable to Client, (b) except for professional liability and worker's compensation insurance,
shall name (by endorsement) the Town of Addison, Texas, its officials, officers, employees and agents as an additional insured or loss payee, as the case may be, (c) in all liability
policies (except for professional liability), provide that such policies are primary insurance to any other insurance available to the additional insureds, with respect to any claims
arising out of activities conducted hereunder, (d) contain a waiver of subrogation endorsement in favor of the Town of Addison, Texas, and (e) provide for at least thirty (30) days written
notice to the Town of Addison, Texas prior to cancellation or non-renewal which affects this Agreement. Certificates of insurance, along with the endorsement naming the Town of Addison,
Texas as an additional insured or loss payee, as the case may be), satisfactory to Client, evidencing all coverage above, shall be promptly delivered to Town and updated as may be appropriate.
The Client reserves the right to review the insurance requirements contained herein and to reasonably adjust coverages and limits when deemed necessary and prudent by the Client. If,
however, the insurance requirements being adjusted results in additional premium cost to URS, URS shall be reimbursed for such additional premium cost by Client. B. In connection with
this Agreement (together with the Work Order) and the provision of Services, URS agrees to and shall indemnify the Town of Addison, Texas, its officials, officers, agents and employees
(together, for purposes of this paragraph, the "Indemnified Persons") against, and hold the Indemnified Persons harmless from, any and all claims, actions, causes of action, demands,
losses, harm, damages, liability, expenses, lawsuits, judgments, costs, and fees (including reasonable attorney fees and court costs), for any injury to or the death of any person, or
any damage damage to or destruction of any property, or any other harm for which damages or any other form of recovery is sought (whether at law or in equity), to the extent resulting
from, based upon, or arising out of any negligent, grossly negligent, reckless, or intentionally wrongful act, error, or omission of URS, its officers, employees, agents, engineers,
consultants, contractors, subcontractors, or any person or entity for whom URS is legally liable, under, in connection with, or in the performance of, this Agreement. The provisions
of this paragraph shall survive the expiration or termination of this Agreement. ARTICLE VI -Client Responsibility. Client shall: (1) provide URS, in writing, all information relating
to Client's requirements for the project; (2) correctly identify to URS, the location of subsurface structures which have been placed by Client, such as pipes, tanks, cables and utilities
(and Client shall also, at URS' request, provide contact information for utility providers which may have placed subsurface structures at the project site); (3) notify URS of any potential
hazardous substances or other health and safety hazard or condition known to Client existing on or near the project site; (4) give URS prompt written notice of any suspected deficiency
in the Services; and (5) with reasonable promptness, provide required approvals and decisions. In the event that URS is requested by Client or is required by subpoena to produce documents
or give testimony in any action or proceeding to which Client is a party and URS is not a party, Client shall pay URS for any time and expenses required in connection therewith, including
reasonable attorney's fees. ARTICLE VII -Force Majeure. An event of "Force Majeure" occurs when an event beyond the control of the Party claiming Force Majeure prevents such Party from
fulfilling its obligations. An event of Force Majeure includes, without limitation, acts of God (including floods, hurricanes and other adverse weather), war, riot, civil disorder, acts
of terrorism, disease, epidemic, strikes and labor disputes, actions or inactions of govemment or other authorities, law enforcement actions, curfews, closure of transportation systems
or other unusual travel difficulties, or inability to provide a safe working environment for employees. PSA-1.DOC 19-Mar-Q2 -3 -
In the event of Force Majeure, the obligations of URS to perform the Services and the obligations of the Client hereunder shall be suspended for the duration of the event of Force Majeure.
In such event, the Time Schedule shall be extended by a like number of days as the event of Force Majeure. If Services are suspended for sixty (60) consecutive days or more by such Force
Majeure, either URS or the Client may, upon at least 5 days prior written notice, terminate this Agreement and the affected Work Order. In the case of such termination, URS shall be
compensated in accordance herewith for all work properly performed to the date of termination. In the event of such termination of this Agreement and the Work Order, no amount shall
be due for lost or anticipated profits. ARTICLE VIII -Right of Entry. If Client is the owner of the project site, URS shall have access to the project site at all reasonable times for
the purpose of providing the Services. If Client is not the owner of the project site, Client shall use its commercially reasonable efforts to obtain permission for URS to have access
to the project site for such purpose If such permission cannot be obtained, URS will not be liable for the delay in time or its ability to perform the Services at the site. ARTICLE IX
-Documents. Upon payment to URS for work properly performed, drawings, designs, plans, specifications, reports, information, and other documents or materials in whatever form or format
(together, "Drawings") prepared by or for URS in connection herewith belong to, and remain the property of, the Client for its exclusive reuse at any time without further compensation
and without any restrictions, Reuse of any such Drawings (whether in final form or not) by Client on any extension of this project or any other project without the written authorization
of URS shall be at Client's sole risk. URS shall have the right to retain copies of all such materials. Drawings shall be submitted to the Client for the Client's approval, and the same
shall comply comply with all applicable laws, statutes, ordinances, codes and regulations. Notwithstanding Client's approval of any of the Drawings, URS warrants and represents that
the Drawings, as the same may be amended or supplemented by URS, shall, to the best of URS' knowledge, information and belief as engineers performing the practice of engineering in accordance
with the standards, duties, and obligations set forth in this Agreement and the Work Order, be sufficient and adequate for construction of the project for which the Services are provided,
shall be free from material error, and shall be satisfactory to the Client. In accordance with the standard of care, URS agrees that if the design of the project should be defective
in any way, URS will assume sole responsibility for any damages, loss, claims, or expenses to the extent caused by URS' defective design. In the event it is determined that any Drawings
are so defective, URS shall promptly correct any defective Drawings at no cost to the Client. The Client's approval, acceptance, use of or payment for all or any part of the Services
under this Agreement or the Work Order shall in no way alter URS' obligations or the Client's rights hereunder. Approval by the Client of any of URS' Drawings or work, or the use of
or payment for all or any part of the Services, shall not constitute nor be deemed a release of the responsibility and liability of URS, its employees, contractors, subcontractors, agents
and consultants for the accuracy and competency of the same, nor shall such approval be deemed to be an assumption of or an indemnification for such responsibility or liability by the
Client for any defect, error or omission in such DraWings or work, it being understood that the Client at all times is ultimately relying on URS' skill and knowledge in preparing the
Drawings. ARTICLE X -Termination. A. Client may at any time terminate all or any portion of the Services, or abandon or defer the project (or any part thereof) for which the Services
are being provided, for convenience, at its option and in its sole discretion, by sending a written notice within ten (10) days of such termination, abandonment or deferral to URS. If
the project (or portion thereof) for which the Services are being provided is abandoned or deferred by Client, Client shall have the right to restore and reinstate the project and the
Services hereunder within one (1) year of such abandonment or deferral; proVided, however, that if the abandonment or deferral is for more than 90 consecutive days, such restoration
and reinstatement shall be subject to renegotiation of URS' compensation. B. Either party can terminate this Agreement and Work Order for cause if the other party: (i) PSA-1.DOC commits
a material breach of this Agreement, and 19-Mar-QZ -4 -
(a) such breach remains uncured for a period of 7 days after notice thereof (which notice shall specifically identify the breach) is received by the breaching party, or (b) if the breach
cannot with diligence be cured within said 7 day period, if within such 7 day period the breaching party provides the non-breaching party written notice of the curative measures which
it proposes to undertake, and proceeds promptly to initiate such measures to cure such failure, and thereafter prosecutes the curing 'of such failure with diligence and continuity, the
time within which such failure may be cured shall be extended for such period as may be necessary to complete the curing of such failure with diligence and continuity, not to exceed
30 days following the occurrence of the breach, or (ii) becomes insolvent. Termination for cause shall be effective ten (10) days after receipt of a Notice of Termination, unless a later
date is specified in the Notice. C. URS shall cease all work and labor being performed under this this Agreement immediately upon receipt of the notice of termination (whether for convenience
or for cause). D. In the event this Agreement is terminated for any reason (whether for convenience or for cause), URS shall invoice Client for all work properly completed and shall
be compensated in accordance with the terms of this Agreement for all such work accomplished prior to the receipt of the notice of termination. In the event of termination of this Agreement
for any reason (whether for convenience or for cause), no amount shall be due for lost or anticipated profits. In the event of any termination and upon payment to URS for the work properly
performed by URS, URS shall deliver to the Client all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports, photographs or other items prepared by
or for URS in connection with this Agreement, its Services, and the project. E. In the event of termination for cause, the parties shall have their remedies at law as to any other rights
and obligations between them, subject to the other terms and conditions of this Agreement. AR·nCLE XI -No ·rhird Party Rights. This Agreement shall not create any rights or benefits
to parties other than Client and URS. No third party shall have the right to rely on URS opinions rendered in connection with the Services without the written consent of URS and the
third party's agreement to be bound to the same conditions and limitations as Client. ARTICLE XII -Assignments. Neither URS nor Client shall have power to and shall not assign, transfer,
or otherwise convey its interest, rights, duties, or responsibilities in this Agreement or any part thereof without the prior written consent of the other party, and any such assignment,
subletting, transfer or other conveyance shall be deemed a material breach of this Agreement (without an opportunity to cure) and the party which has not attempted to assign, transfer
or otherwise convey shall have the right to terminate this Agreement immediately and without further notice; proVided, however, that nothing contained in this paragraph shall prevent
URS from employing such independent professional associates, sub-consultants, and suppliers as URS may deem appropriate to assist in the performance of the Services. Unless specifically
stated to the contrary in any written consent to an assignment or transfer, no assignment or transfer will release or discharge the assignor or transferor from any duty or responsibility
under this Agreement. PSA-1.DOC 19-Mar-Q2 -5 -
ARTICLE XIII -Hazardous Substances. All nonhazardous samples and by-products from sampling processes in connection with the Services shall be disposed of by URS in accordance with applicable
law; provided, however, that any and all such materials, including wastes, that cannot be introduced back into the environment under existing law without additional treatment, and all
hazardous wastes, radioactive wastes, or hazardous substances (eg, pollutants and contaminants regulated by law) ("Hazardous Substances") from the sampling processes in connection with
the Services, shall be packaged in accordance with the applicable law by URS and turned over to Client for appropriate disposal (provided, however,that URS shall first give notice to
Client of the existence of such Hazardous SUbstances). URS shall not arrange for or otherwise dispose of Hazardous Substances under this Agreement. URS, at Client's request, may assist
Client in identifying appropriate alternatives for off-site treatment, storage or disposal of the Hazardous Substances, but URS shall not make any independent determination relating
to the selection of a treatment, storage, or disposal facility nor subcontract such activities through transporters or others. Client shall sign all necessary manifests for the disposal
of Hazardous Substances if Client is required by law to sign such manifests. If Client requires: (1) URS agents or employees to sign such manifests; or (2) URS to hire, for Client, the
Hazardous Substances transportation, treatment, or disposal contractor, then for these two purposes, URS shall be considered to act as Client's agent so that URS will not be considered
to be a generator, transporter, or disposer of such substances or considered to be the arranger for disposal of Hazardous Substances, and Client shall indemnify URS against any claim
or loss resulting from such signing. ARTICLE XIV -Venue; Dispute Resolution. A. In the event of any action under this Agreement, venue for all causes of action shall be instituted and
maintained in Dallas County, Texas (state court) or in the northern district of Texas (federal court), as the case may be. The parties agree that the laws of the State of Texas shall
apply to the interpretation, validity and enforcement of this Agreement, and, with respect to any conflict of law provisions, the parties agree that such conflict of law provisions shall
not affect the application of the law of Texas (without reference to its conflict of law provisions) to the interpretation, validity and enforcement of this Agreement. B. In an effort
to resolve claims, disputes or other matters in question arising out of or relating to this Agreement or breach thereof, the parties agree that all claims, disputes, or other matters
in question shall be submitted to nonbinding mediation as a first step in seeking a resolution of the same. The dispute shall be mediated by a mutually acceptable third·party to be chosen
by the disputing parties within thirty (30) days after written notice by one of them requesting mediation. The The disputing parties shall share the costs of the mediation equally. By
mutual agreement the parties may postpone mediation until each has completed some specified but limited discovery about the dispute. By mutual agreement, the parties may use a nonbinding
form of dispute resolution other than mediation. Any nonbinding dispute resolution process conducted under this Agreement shall be confidential within the meaning of Sections 154.053
and 154.073 of the Texas Civil Practice and Remedies Code, as amended, and any successor statute thereto. If neither a negotiated settlement or mediated resolution is obtained within
a reasonable time period, the parties may pursue any available legal or equitable remedy. Any request for mediation or another form of nonbinding dispute resolution shall be filed in
writing with the other party within a reasonable time after the claim, dispute or other matter in question has arisen. In no event shall the demand for mediation or other form of nonbinding
dispute resolution be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable
statutes of limitations. ARTICLE XV -Integrated Writing and Enforceability. This Agreement (together with the Work Order) constitutes the final and complete repository of the agreements
between Client and URS relating to the Services and supersedes all prior or contemporaneous communications, representations, or agreements, whether oral or written. Modifications of
this Agreement shall not be binding unless made in writing and signed by an Authorized Representative of each party. The provisions of this Agreement shall be enforced to the fullest
extent permitted by law. If any provision of this Agreement is found to be invalid or unenforceable, the provision shall be construed and applied in a way that comes as close as possible
PSA-1.DOC 19-Mar-Q2 -6-
to expressing the intention of the parties with regard to the provisions and that saves the validity and enforceability of the provision. ARTICLE XVI Miscellaneous. A. The undersigned
officers and/or agents of the parties hereto are the properly authorized officials and have the necessary authority to execute this Agreement on behalf of the parties hereto, and each
party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. B. Any provision
of this Agreement later held to be unenforceable for any reason shall be deemed void and all remaining provisions shall continue in full force and effect. All obligations arising prior
to the termination of this Agreementand all provisions of this Agreement allocating responsibility or liability between URS and Client shall sUlVive the cancellation, expiration or termination of this Agreement. Any rights
and remedies either party may have with respect to the other arising out of the performance of selVices during the term of this agreement shall sUlVive the cancellation, expiration or
termination of this Agreement. C. URS acknowledges that timely performance of its selVices is an important element of this Agreement and the Work. Order. URS will put forth its best
efforts to timely complete the SelVices. D. The rights and remedies provided by this Agreement are cumulative and the use of anyone right or remedy by either party shall not preclude
or waive its right to use any or all other remedies. Said rights and remedies are given in addition to any other rights the parties may have by law statute, ordinance, or otherwise.
E. URS acknowledges that the project for which the SelVices are being provided is a public project of the Town of Addison, Texas and is for a public purpose, and that the property on
which the project is to be constructed, the improvements to be constructed thereon, and the funds used by Client in connection with the property acquisition and the design and construction
of the project are exempt from the filing and enforcement of any liens thereon or with respect thereto and from forced sale. For the consideration set forth herein, URS waives and releases
any lien, or claim or right of such lien, which URS has or may have in connection with the SelVices on or in connection with such property, improvements, and funds, this Agreement and
the Work. Order. F. All notices, demands, or requests from one party to another shall be personally delivered or sent by United States mail certified, or registered, return receipt requested,
postage prepaid, to the addresses stated below: To Client: Addison SelVice Center 16801 Westgrove Drive Addison, Texas 75001-5190 Attn: Mike Murphy, Director of Public Works To URS:
Graystone Centre, 3010 /LBJ Freeway, Suite 1300 Dallas, Texas 75234 Attn: Cliff Hall. All notices or communications required to be given in writing by one party or the other shall be
considered as having been given to the addressee (i) if by hand delivery, at at the time of delivery, or (ii) if mailed, seventy-two (72) hours after the deposit of same in any United
States mail post office box. The addresses and addressees for the purpose hereof may be changed by giving notice of such change in the manner herein provided for giving notice. Unless
and until such written notice is received the last addresses and addressee stated by written notice, or provided herein if no written notice of change has been sent or received, shall
be deemed to continue in effect for all purposes hereunder. G. The Client, Without invalidating this Agreement, may request or authorize changes in the SelVices within the general scope
of this Agreement consisting of additions, deletions, or other revisions. Such changes shall be documented by Change Orders prepared by URS for Client's signature. Client PSA-1.DOC 19-Mar-Q2
-7 -
and URS will agree to equitable adjustments in Estimated Costs and Schedule as appropriate for each such change. URS will not proceed with changed Services without written authorization
from Client. THE PARTIES ACKNOWLEDGE that there has been an opportunity to negotiate the terms and conditions of this Agreement and agree to be bound accordingly. CLIENT Signature Ron
Whitehead I City Manager Typed NamefTitle Date of Signature PSA-1.DOC 19-Mar-Q2 -8-Signature Emily Taylor, P.E.I Vice President Typed NamefTitle Date of Signature
WORK ORDER NO. 􀁾􀁏􀀽􀁏􀁾􀀱 _ In accordance with the Agreement for Professional Services between Town of Addison ("Client'), and URS Corporation ("URS"). a Nevada corporation, dated
September 11.2002 ,this Work Order describes the Services, Schedule, and Payment Conditions for URS Services on the Project known as: ARAPAHO ROAD BRIDGE AT MIDWAY ROAD DESIGN DEVELOPMENT
& CONTRACT DOCUMENTS Client Authorized Representative: Address: Telephone No.: lIRS Authorized Representative: Address: Telephone No.: Public Works Department. P.O. Box 9010 Addison,
TX 75001-9010 Emilv Taylor. P.E. Graystone Centre, 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 972.450.2871 972.406.6950 SERVICES. The Services shall be described in Attachment ...A-to
this Work Order. SCHEDULE. The Estimated Schedule shall be set forth in Attachment B to this Work Order. Because of the uncertainties inherent in the Services, Schedules are estimated
and are subject to revision unless otherwise specifically described herein. URS acknowledges that timely performance of its services is an important element of this Agreement and the
Work Order. URS will put forth its best efforts to timely complete the Services. PAYMENT. The Services described in Attachment A will be performed for a total fixed amount of $550,965.00;
in no event shall the payment by Client for the Services exceed the said amount. A breakdown of this amount is included in Attachment 􀁾 Payment shall be made monthly based upon statements
submitted to the Client for the work performed. TERMS AND CONDITIONS. The terms and conditions of the Agreement referenced above shall apply to this Work Order, except as expressly modified
herein. ACCEPTANCE of the terms of this Work Order is acknowledged by the following signatures of the Authorized Representatives. CLIENT Signature Ron Whitehead I City Manager Typed
NamefTitle Date of Signature PSA-1.DOC 19-Mar-02 -1 -Signature Emily Taylor, P.E.I Vice President Typed Namerritle Date of Signature
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 1, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 22 day of November, 2002. 1. Engineer shall perform the following Services: • Add curbed center median, left turn lane, and deceleration
lane for the Heritage Inn parcel. The design will include modifying the horizontal and vertical alignment of the proposed roadway; adjustment of the retaining wall, sound wall and bridge
limits and edges of pavement; superelevation revisions; and any grading and drainage modifications necessary. • Add curbed center median, left turn lane, and deceleration lane for the
Watson-Taylor Mini-storage parcel. The design will include modifying the horizontal and vertical alignment of the proposed roadway; adjustment of the retaining wall, sound wall and bridge
limits and edges of pavement; superelevation revisions; and any grading and drainage modifications necessary. • Coordinate with the bridge design engineer to develop drainage plans,
profiles, and details, a drainage area map, quantities, and cost estimate for the portions of the project on and under the proposed bridge. 2. In conjunction with the performance of
the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected
in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the
schedule due to the above mentioned items. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ $56,203.53, payable according to the
following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount. Except to the extent modified herein,
all all terms and conditions of the Agreement shall continue in full force and effect. (Owner) Signature: _ Name: _ Title: _ Date: _ 11/11/02 HNTB Corporation (Engineer) Signature: _
Name: _ Title: _ Date: _ SupplmentAContract-Scope.doc
Arapaho Road Extension Phase 3 -PS&E Bridge Drainage Design Estimate of Manhours Final Design -Grantham & Associates, Inc. Asst. Project Project CADD Task Manager Engineer Design Tech
Operator Clerical Coordination with Bridge Designer 16 8 Drainage Plans/Profiles 1 8 16 40 Drainage Calculations 1 4 2 16 Drainage Area Map 1 2 2 8 Details 1 4 8 16 Bid Quantities 1
4 8 8 2 Opinion of Probable Cost 1 2 4 2 Respond to Requests for Information 4 8 Total Hours Houtly Rate $ 26 45.00 $ 32 41.00 $ 40 24.00 $ 88 16.00 $ 12 16.00 Direct Labor Cost ITotal
Fee $ 1,170.00 $ 1,312.00 $ 960.00 $ 1,408.00 $ 192.00 Final Design -G&A $ 5,042.00 Indirect Labor, Overhead (1.8775) $ 9,466.36 Subtotal $ 14,508.36 Profit and contingency $ 2,176.25
Direct expense $ 500.00 G&A Fee $ 17,184.61 I HNTB Project Management & Coordination $ 1,718.46 $18,903.07 I SuppmentA-BridgeDrainage.xls
Task Arapaho Road Extension Watson-Taylor Parcel 12 and 13 Estimate of Manhours HNTB Left Turn, Deceleration Lane Estimate Alignment Options -4 40 20 Horizontal Alignment 4 30 24 Edge
of pavement -Geometric 2 24 20 Total Hours Houtly Rate $ 10 54.00 $ 94 33.00 $ 64 23.00 Direct Labor Cost Total HNTB Fee $ 540.00 $ 3,102.00 $ 1,472.00 Final Design -HNTB $ 5,114.00
Indirect Labor, Overhead (1.8775) $ 9,601.54 Subtotal $ 14,715.54 Profit and contin enc $ 2,207.33 $16,922.87 Note: The "Alignment Options" will take up a considerable amount of time
due to the geometry in this area. SuppmentA-Watson -TaylorGeom.xls
Arapaho Road Extension Heritage Inn Estimate Estimate of Manhours HNTB Heritage Inn Estimate Task Alignment Options -Several options generated. Eventually went with one that kept road
within the current ROW 48 32 Horizontal Alignment 8 4 Adjustment to Retaining Wall Limits -Preliminary Grading 24 16 Edge of pavement -Geometric 16 24 Superelevation 16 Total Hours Houtly
Rate $ o 54.00 $ 112 33.00 $ 76 23.00 Direct Labor Cost $ $ 3,696.00 $ 1,748.00 Total HNTB Fee Final Design -HNTB $ 5.444.00 Indirect Labor. Overhead (1.8775) 􀀮􀀮􀀮􀀮􀀺􀀤􀀺􀀺􀀭􀀭􀀭􀀱􀀭􀀺􀀭􀀺􀀰􀀺􀀺􀂣
􀀮􀀲􀁾􀀲􀁾􀀱􀀬􀀺􀀮􀀻􀀮􀀱􀁾􀀱􀁟 Subtotal $ 15.665.11 Profit and contin enc $ 2.349.77 $ 18,014.88 Note: Several options were reviewed and analyzed during the design process The following
is a list of the different alignments analyzed. 1. No change in the Horizontal Alignment, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane. 2. Horizontal Alignment
modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane 3. Horizontal Alignment modified, 150' Deceleration lane. No Acceleration lane and 150' Left Turn lane.
4. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane. 246' Median -shorter median allowed for no impact to ROW already agreed to.
5. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 138' Taper* * Taper began at Parcel 5 property line, to minimize impact to additional
ROW takes 6. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Tum lane, 315' Taper and 400' median (Addison Standards) 7. Horizontal Alignment
modified, 150' Deceleration lane, 394' Acceleration lane * and 150' Left Tum lane, 315' Taper *AASHTO Standards SuppmentA_Heritage_lnn_Manhours.xls
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 1, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the day of February, 2003. 1. Engineer shall perform the following Services: • Add curbed center median, left turn lane, and deceleration
lane for the Heritage Inn parcel. The design will include modifying the horizontal and vertical alignment of the proposed roadway; adjustment of the retaining wall, sound wall and bridge
limits and edges of pavement; superelevation revisions; and any grading and drainage modifications necessary. 2. In conjunction with the performance of the foregoing Services, Engineer
shall provide the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected in the interim review submittals.
3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned
items. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ $18,015, payable according to the following terms: Payments will be made
based upon the provisions of the original contract, with a corresponding increase in the total contract amount to $831,800.00. Except to the extent modified herein, all terms and conditions
of the Agreement shall continue in full force and effect. Town of Addison (Owner) Title: 􀁾􀁾 Date: q'lz/4>.3 02113/03 HNTB Corporation 􀁾􀁾􀁾􀀺􀀺􀀺􀁾 Name: BIIt'N 􀁾􀀯􀁕􀁾 ,<;::?e,
Title: JfCl!t 􀁾􀀯􀀯􀀧􀀩􀀶􀁁􀁉􀁔 Date: 6¢3,h3 Supplment1 Contract-Scope.doc
Arapaho Road Extension Heritage Inn Estimate Estimate of Manhours HNTB Heritage Inn Estimate Alignment Options -Several options generated. Eventually went with one that kept road within
the current ROW 48 32 Horizontal Alignment 8 4 Adjustment to Retaining Wall Limits -Preliminary Grading 24 16 Edge of pavement -Geometric 16 24 Superelevation 16 Total Hours Hourly Rate
$ o 54.00 $ 112 33.00 $ 76 23.00 Direct Labor Cost $ $ 3,696.00 $ 1,748.00 $ 18,014.88 I Final Design -HNTB $ 5,444.00 Indirect Labor, Overhead (1.8775) _$;--:-;1􀀰􀁾􀀬􀀲􀀽􀀽􀀽􀀲􀀺􀀭􀀺􀀱􀀺􀀭􀀺􀀭􀀮􀀱�
�􀀭􀀻􀀱􀁟Subtotal $ 15,665.11 Profit and contingency $ 2,349.77 ITotal Ht),ITBFee Note: Several options were reviewed and analyzed during the design process The following is a list of
the different alignments analyzed. 1. No change in the Horizontal Alignment, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane. 2. Horizontal Alignment modified,
150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane 3. Horizontal Horizontal Alignment modified, 150' Deceleration lane, No Acceleration lane and 150' Left Turn lane.
4. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 246' Median -shorter median allowed for no impact to ROW already agreed to.
5. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 138' Taper* * Taper began at Parcel 5 property line, to minimize impact to additional
ROW takes 6. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 315' Taper and 400' median (Addison Standards) 7. Horizontal Alignment
modified, 150' Deceleration lane, 394' Acceleration lane * and 150' Left Turn lane, 315' Taper *AASHTO Standards SuppmentA_Heritage_lnn_Manhours.xls
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 2, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), 􀁢􀁥􀁴􀁷􀁥􀁾􀁮 Town of Addison (Owner)
and HNTB Corporation (Engineer) is made effective as of the 2-g day of February, 2003. 1. Engineer shall perform the following Services: • Streetscape Basic Services as defined in the
original contracted Agreement shall remain the same. These Basic Services for Streetscape will now include any landscaped areas under the bridge. • Irrigation system design and layout
plans will be developed for the landscaped areas under the proposed bridge. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverab
les (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and
deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. 4. In return for the performance
of the foregoing obligations, Owner shall pay to Engineer the amount of $ 15,700, payable according to the following terms: Payments will be made based upon the provisions of the original
contract, with a corresponding increase in the total contract amount to $847,500.00 Except to the extent modified herein, all terms and conditions of the Agreement shall continue in
full force and effect. Town of Addison (Owner) 02/13/03 HNTB Corporation (Engineer)/Sig 􀁮􀁡􀁴􀁵􀁲􀁴􀁾 -=-_----,,q..::.__􀀭􀀭􀀭􀀭􀀬􀀬􀀭􀀼􀀺􀀺􀀮􀀫􀁟􀁾__ Name: £ .£ ,...>--------:. 􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀭
􀀭􀀭􀀭􀀢􀁾􀁟􀁂􀁴􀀡􀁦􀁴􀀶􀁢􀀱􀁚􀀭Title: 􀁾􀂣 lji€fS,/OI!ifdr Date: 􀁾􀀲􀁦􀁪􀀯􀁯􀀳 􀁾􀀯 Supplment2Contract-Scope.doc
SUPPLEMENTAL AGREEMENT Cost breakdown Add Areas under Bridge to Landscaping Plans Add Area under Bridge to Irrigation Design Plans $13,500.00 $ 2,200.00 Total $15,700.00 02113/03 Supplment2Contract-S
cope.doc
Arapaho Road Extension Urban Design Improvements (Under Bridge) Estimate of Manhours Schematic Design 2 6 6 28 Design Development 4 20 34 Construction Documentation 4 18 4 Bid Phase
2 12 Construction Observation 10 Total Hours Hourly Rate $ 6 38.66 $ 10 39.19 $ 56 37.50 $ 86 15.87 Direct Labor Cost $ 231.96 $ 391.90 $ 2,100.00 $-1,364.82 $ 4,088.68 $ 7,676.50 $
11,765.18 $ 1,764.78 SuppmentBJandscape_Manhours.xls
Arapaho Road Extension Phase 3 -PS&E Incorporate Bridge Design Estimate of Manhours Final Design -Woliver Irrigation Irrigation System Design and Layout plans Area under Bridge only
One site visit to determine source of power for irrigation, plus walk-thru of entire length of scope to determine impact on adjacent irrigation systems (assume 8 hours) Addition site
visits (4 hours) per visit, assume one $ 1,100.00 $ 650.00 $ 250.00 Subtotal $ 2,000.00
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 3, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 26 day of March, 2003 1. Engineer shall perform the following Services: • Coordinate with the bridge design engineer to develop drainage
plans, profiles, and details, a drainage area map, quantities, and cost estimate for the portions of the project on and under the proposed bridge. 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected
in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the
schedule due to the above mentioned items. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ $18,903, payable according to the following
terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount to $866,403.00. Except to the extent modified
herein, all terms and conditions of the Agreement shall continue in full force and effect. . 􀀷􀁏􀁾􀁆􀁨􀀮􀂣􀀻􀁶􀀳􀁤􀁾--'--(Owner} . , Signature: --db. f=.􀁾 Name: :::::!􀁆􀁾􀁁􀁴􀁪􀀭
. Title: 􀁻􀀩􀁾􀁣􀁟 d= _ 􀁌􀁴􀁴􀀺􀀮􀁾 Date: 􀁾􀀯􀁯􀁪􀀰􀀷 04/08/03 HNTB Corporation (Engineer)􀁾 Signature: 􀁾 Name: 􀁜􀁫􀁾􀀺􀀧􀁾 Title: '\l 􀀧􀁃􀁌􀀭􀁜􀀾􀁲􀁶􀀭􀁾􀁴__ Date: U/9hJ 􀁾􀀷
Supplment3Contract-Scope.doc
Arapaho Road Extension Phase 3 -PS&E Bridge Drainage Design Estimate of Manhours Final Design -Grantham & Associates, Inc. ... I Asst. Project Project CADD Task Manager Engineer Design
Tech Operatdr Clerical Coordination with Bridge Designer 16 8 Drainage Plans/Profiles 1 8 16 40 Drainage Calculations 1 4 2 16 Drainage Area Map 1 2 2 8 Details 1 4 8 16 Bid Quantities
1 4 8 8 2 Opinion of Probable Cost 1 2 4 2 Respond to Requests for Information 4 8 Total Hours Hourly Rate $ 26 45.00 $ 32 41.00 $ 40 24.00 $ 88 16.00 $ 12 16.00 Direct Labor Cost ITotal
Fee $ 1,170.00 $ 1,312.00 $ 960.00 $ 1,408.00 $ 192.00 Final Design -G&A $ 5,042.00 Indirect Labor, Overhead (1.8775) $ 9,466.36 Subtotal $ 14,508.36 Profit and contingency $ 2,176.25
Direct expense $ 500.00 G&AFee $17,184.61 I HNTB Project Management & Coordination $ 1,718.46 $ 18,903.07 I SuppmentA-BridgeDrainage.xls
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 4, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 26 day of March 2003. 1. Engineer shall perform the following Services: • Add curbed center median, left turn lane, and deceleration
lane for the Watson-Taylor Mini-storage parcel. The design will include modifying the horizontal and vertical alignment of the proposed roadway; adjustment of the retaining wall, sound
wall and bridge limits and edges of pavement; and any grading and drainage modifications necessary. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide
the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected in the interim review submittals. 3. Engineer
shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. In
return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 23,078, payable according to the following terms: Payments will be made based upon
the provisions of the original contract, with a corresponding increase in the total contract amount to $889,481.00. Except to the extent modified herein, all terms and conditions of
the Agreement shall continue in full force and effect. 􀁾􀁍 of: Ar-tvsQ</(Owner) Signature:􀁾􀀻􀁻􀁾 Name: 􀁾􀁉 E. 􀀣􀀭􀁕􀁾􀁰􀀯􀁊􀀱􀀬􀀮 , % Title: 􀁻􀀻􀁨􀁾 0;:" &[1.<.. 􀀧􀁴􀁊􀁾 Date:
4.Ito/,I)'t; 04/08/03 HNTB Corporation (Engineer) Signature: 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀹􀀭􀁾􀁾􀁾 Name: 􀁾􀀬 􀁾 Title: \l􀁾􀀭􀁫􀀧􀁲􀁴􀁓􀀷􀁾 Date: 4,,(9./03 Supplment4Contract-Scope.doc
Arapaho Road Extension Watson-Taylor Parcel 12 and 13 Estimate of Manhours HNTB Left Turn, Deceleration Lane Estimate < Design Project Project Engineer Engineering Task ... Manager Engineer
(Electrical) Technician Alignment Options -4 40 20 Horizontal Alignment 4 30 24 Edge of pavement -Geometric 2 24 20 Design and Layout of Entrance Gate and Fence 4 16 32 4 Total Hours
Hourly Rate $ 14 54.00 $ 110 33.00 $ 32 32.00 $ 68 23.00 Direct Labor Cost $ 756.00 $ 3,630.00 $ 1,024.00 $ 1,564.00 lTotal HNTB Fee Final Design -HNTB Indirect Labor, Overhead (1.8775)
Subtotal Profit and contingency $ 6,974.00 $13,093.69 $20,067.69 $ 3,010.15 $ 23,077.84 I Note: The "Alignment Options" will take up a considerable amount of time due to the geometry
in this area. SuppmentA-Watson -TaylorGeom.xls
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 5, to the AGREEMENT FOR ENGII\IEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 26 day of March 2003. 1. Engineer shall perform the following Services: ARS ROW, Temporary Construction Easement and Misc Services
• Coordinate with ARS Engineers to prepare exhibits for various parcels. • Parcel 12TE & 13TE Revisions • Parcel 4 Revisions for City of Dallas specifications • Parcel 8 Revisions •
Parcel 2 Revisions • DWU Waterline Location • Ingress/Egress License Agreement Condemnation Court Exhibits • Preparation of color exhibits for condemnation hearings for various properties
along Arapaho Phase 3 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: Changes to
be incorporated into the Construction documents and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any)
according to the following schedule: There will be no change in the schedule due to the above mentioned items. 4. In return for the performance of the foregoing obUgations, Owner shall
pay to Engineer the amount of $ 11,698 payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase
in the total contract amount to $901,179.00 Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. (Owner) HNTB Corporation
(Engineer) Signature: 􀁾􀁾 Name: 􀀰􀁥􀁾􀀧􀀾􀀮􀀮􀀬􀀬􀀭􀀺􀀮􀀮􀀮 gj(g; Title: 􀁖􀁾􀀼􀀢􀀧􀁡􀁌􀀭 􀀧􀁲􀁑􀀩􀀬􀁾 Date: 1..1 /1/&J Signature: 􀁾􀁱􀀮􀁁􀁟􀀭􀀭􀀭􀀼􀀧􀀭􀀭􀀭􀀽􀀭􀀮􀀮􀀮􀀮􀀼􀁉􀁃􀁃􀀭􀀢􀀢􀀺􀀢􀀢􀀢􀀢􀀾􀀧
􀀹􀀭􀀭􀀭􀀭 Date: iUoP3 04/08/03 Supplment5Contract-Scope.doc
Arapaho Road Extension Supplemental Number 5 I i 􀁾􀁔􀁟􀁡􀁳􀁟􀁫__..... ..... I_T_o_ta_l_s _ ROW Temp Consruction Easement $ 5,698.00 Court Exhibits $ 6,000.00 ITotal Supplemental #5
Cost $11,698.00 SuppmentA-ARS.xls
Arapaho Road Extension ARS ROW, Temporary Construction Easements and Misc. Services Estimate of Manhours Senior Junior Task Technician Technician 3 Man Grew Parcel 12 TE & 13 TE revisions
2.5 10 Parcel 4 Revisions 14.5 Parcel 8 Revisions 0.5 Parcel 2 Revisions 13 DWU Waterline location 7 12 Ingress/Egress License Agreement (Parcel 7) 5.5 Total Hours Hourly Rate $ 43 21.50
$ 10 18.50 $ 12 38.50 Direct Labor Cost ITotal HNTB Fee $ 924.50 $ 185.00 $ 462.00 Final Design -ARS $ 1,571.50 Indirect Labor, Overhead (1.8775) $ 2,950.49 Subtotal $ 4,521.99 Profit
and contingency $ 658.01 ARS Fee $ 5,180.00 HNTB Project Management & Coordination $ 518.00 $ 5,698.00 I SuppmentA-ARS.xls
Arapaho Road Extension Condemnation Court Exhibits Estimate of Manhours Task Preparation of Exhibits for Condemation Hearings 13 60 Total Hours Hourly Rate $ o 54.00 $ 13 33.00 $ 60
23.00 Direct Labor Cost $ $ 429.00 $ 1,380.00 $ 6,000.00 I Final Design -HNTB $ 1,809.00 Indirect Labor, Overhead (1.8775) 􀁟􀀤􀀽􀀭􀀭􀀺􀀳􀁾􀀬􀀳􀁾􀀹􀀭􀀺􀀶􀀬􀀮􀀺􀀭􀀮􀀴􀀺􀀭􀀺􀀰􀁟Subtotal
$ 5,205.40 Profit and contingency $ 794.60 ITotalHNTB Fee Note: Date Task 10/15/02 Parcels 2,6,10,11 court exhibits (24"x36" color) -4 plots 10/16/02 Parcels 2,6,10,11 court exhibits
(24"x36" color) -4 plots 10/17/02 Parcels 2,6,10,11 court exhibits (24"x36" color) -4 plots 10/18/02 Parcels 2,6,10,11 court exhibits (24"x36" color) -4 plots 10/21/02 Parcels 2,6,10,11
court exhibits (24"x36" color and ortho) -8 plots 10/22/02 Parcel 2 court exhibits (24"x36" color and ortho) cadd revisions from TOA -2 plots 10/23/02 Parcels 2,6,10,11 court exhibits
(24"x36" color and ortho) cadd revisions from TOA -8 plots 11/4/02 Parcel 10 court exhibits (24"x36" color and ortho) cadd revisions from TOA -2 plots. Parcels 11/11/02 Cadd storage
facility exhibit (8 1/2" x 11") 11/16/02 Cadd Charter Access Layouts A,B,C,D (11" x 17") 1/27/03 Changes to Charter Access, Coordination w/ARS on additional easement InRoads exist. 60"
water line crossings to cross sections. Plot 3 sets of full plans. Label 1/28/03 parcels with names and status. Begin ROW strip map. 2/13/03 3 Exhibits for additional property on Parcel
2 2/20/03 3 Exhibits for additional property on Parcel 2 3/13/03 Parcels 6, 11 Exhibits, roll plots 3/14/03 Parcels 6, 11 Exhibits, roll plots 3/14/03 Parcel 6 ortho exhibit 3/15/03
Plot Color and ortho exhibits of Parcels 6 and 11 3/17/03 Cadd revisions and plot Color and ortho exhibits of Parcels 6 and 11 3/17/03 Exhibits for Parels 6 and 11, SuppmentE-Condemnation
Exhibits.xls
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 6, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 8th day of May, 2003. 1. Engineer shall perform the following Services: • Coordinate with the Town of Addison and DWU regarding the
location of the proposed Arapaho Phase 3 Road and the existing 60" DWU waterline. • Prepare exhibits for meetings and research project documents for DWU waterline. 2. In conjunction
with the performance of the foregoing Services, Engineer shall provide the following submitlals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents
and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will
be no change in the schedule due to the above mentioned items. 4. In return for the performance performance of the foregoing obligations, Owner shall pay to Engineer theamount of $ 23,803, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract
amount to $924,982.00. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. (Owner) Signature: _ Name: _ Title:------------Date:---
-05/06/03 HNTB Corporation (Engineer) Title: \l 􀁦􀁾 􀁾 h.>(cQaJ Date: S;/;;6 J Supplment6Contract-Scope.doc
I , Arapaho Phase 3 Supplemental Agreement Summary 5/6/03 Herita e Inn Alignment 1 $ 18,015.00 $ 831,800.00 $ 18,015.00 2.21% Landscape/Streetscape 2 $ 15,700.00 $ 847,500.00 $ 33,715.00
4.14% Drainage -Bridge 3 $ 18,903.00 $ 866,403.00 $ 52,618.00 6.47% Watson Ta lor 4 $ 23,078.00 $ 889,481.00 $ 75,696.00 9.30% ARS/Exhibits 5 $ 11,698.00 $ 901,179.00 $ 87,394.00 10.74%
DWU Coordination 6 $ 23,803.00 $ 924,982.00 $ 111,197.00 13.66% Total $ 111,197.00 M:\JOBS\25768Phase3\CONTRACT\primecon\Supplementals\SupplementaITracking.xls]
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 7, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 3rd day of May, 2003. 1. Engineer shall perform the following Services: Develop retaining wall concepts for Arapaho Phase 3 to keep
roadway out of DWU clearance envelope for the adjacent 60" waterline. Design structural retaining wall plan and details based on conceptual plans. 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: Changes to be incorporated into the Construction documents and will be reflected
in the interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the
schedule due to the above mentioned items. 4. In return for the performance of the foregoing foregoing obligations, Owner shall pay to Engineer the amount of $18,367.00, payable according
to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount to $943,349.00. Except to
the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Title: D//lEc.7d'l Date: shilo3 (Owner) Signature:d f. 􀁾 Name: Ivflt.#lr4fIe.
li/tue,ttt a:-􀀯􀀨􀀻􀁡􀁬􀁴􀁾 􀁾 HI\JTB Corporation (Engineer) Signature: 􀁦􀀽􀀭􀀭􀀭􀁾􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀁱􀀮􀀭􀀮􀁌􀀭􀀭􀀽􀀺􀀢􀀧􀀭􀁟􀀭􀂭 Name: 􀁾􀀢􀀢􀀭 Title: 􀁟􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀁾􀀽􀀭􀀭􀀭􀁊􀀮􀀮􀀮􀀮�
�􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀀮􀁌􀀮􀀽􀀭􀀭􀀽􀀽􀀭 _ 05/06/03 Supplment7Contract-Scope.doc
Arapaho Road Extension Phase 3 -PS&E DWU Coordination Estimate of Manhours Retaining Wall Concepts 8 10 20 Retaining Wall Design 2 40 80 8 Total Hours 10 50 100 8 Hourly Rate $ 54.00
$ 45.00 $ 33.00 $ 25.00 Direct Labor Cost $ 540.00 $ 2,250.00 $ 3,300.00 $ 200.00 Cost $ 6,290.00 Indirect Labor, Overhead (1.539) $ 9,681.00 Subtotal $15,971.00 Profit and contingency
$ 2,396.00 SuppmentC-RetainWall.xls
Arapaho Phase 3 Supplemental Agreement Summary 5/6/03 1 $ 18,015.00 831,800.00 18,015.00 2.21% 2 $ 15,700.00 847,500.00 33,715.00 4.14% 3 $ 18,903.00 I 866,403.00 52,618.00 6.47% 4 $
23,078.00 889,481.00 75,696.00 9.30% 5 $ 11,698.00 901,179.00 87,394.00 10.74% 6 $ 23,803.00 924,982.00 111,197.00 13.66% 7 $ 18,367.00 943,349.00 129,564.00 15.92% $ 129,564.00 M:\JOBS\25768Phase3\C
ONTRACT\primecon\Supplementals\SupplementaITracking.xls]
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 8, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 26 day of August, 2003 1. Engineer shall perform the following Services: • Provide 2 additional bridge borings located as requested
by URS Engineers. • Coordinate with the bridge design engineer to supply a copy of the geotechnical report showing the results of the borings and recommendations for design and construction
of drill shaft foundations for the bridge. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents)
to Owner: Changes to be incorporated into the Construction documents and will be reflected in the interim review submittals. 3. Engineer shall perform the Services and deliver the related
Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. In return for the performance of the foregoing obligations,
Owner shall pay to Engineer the amount of $ $1600, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding
increase in the total contract amount to $924,982.00. Date: 8/21/2003 Vice President Signatur 􀀺􀀢􀀢􀀢􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁴􀁅􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀁴􀁾􀀭􀀭􀀽􀀭􀀽􀀭....... Name:􀀺􀀮􀀮􀀮􀀮􀀭􀀽􀀮􀀮􀀺􀀺􀀺􀀮
􀀮􀀺􀀮􀀮􀀺􀀽􀀻􀀮􀀻􀀮􀀮􀀻􀀮􀀬􀀻􀀬􀀬􀀻􀀬􀀻􀀻􀀮􀀺􀀮􀀮􀀺􀀺􀀮􀀽􀀭􀀽􀁾􀁾􀀭􀀭􀀭􀀭􀀭 Title: Except to the extent modified herein, all terms and conditions of the Agreement shall continue in
full force and effect. 􀁾􀁁 of: 􀁁􀀧􀁜􀀺􀁯􀀱􀀿􀁴􀁾􀁡􀁊 _ (Owner) Signature:d/L f. ¥ Name: &.::) 'E. tl!0'?I!br Title: 􀁄􀁾 􀁾 KJ'B/lt::_ 􀁾 08/21/03 Supplment8Contract-Scope.doc
􀁾ARCHITECTS ENGINEERS PLANNERS August 27, 2003 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Attn: Mr. Jim Pierce RE: ARAPAHO PHASE 3 -SUPPLEMENTAL AGREEMENT
8 Dear Mr. Pierce: 5910 W Pkmo PU1'kway Suite 200 Plano, Texas 75093 (972)661-5626 FAX (972) 661-5614 wwwhntb.com Enclosed for your review and signatures are two copies of Arapaho Phase
3 -Supplemental Agreement No.8 for additional Geotechnical Services, for Arapaho Phase 3. Upon review of the Agreement, please sign and return a fully executed copy to, HNTB Corporation;
5910 West Plano Parkway, Suite 200; Plano, TX 75093. If you have any questions or require any additional information, please feel free to call (972) 628-3116. Thank you, 􀁾􀀱􀁾􀁾􀁾 Erica
T Bourne Project Administrator Enclosures 25768-DS-301 The HNTB Companies OfFlCES: :\LE:'\A:'\!)[([:\, VA; ;\"i\'.\!'OI.1S, ,\JI): ..\TL:\\TA. GA. 􀀺􀁜􀀨􀁔􀁓􀁔􀁛􀁾􀀮 r\: BATON HOI:GE.
L·\; IlOST01'\..\1:\; CH.\RLEST01'\. sc.. CHAHLESTON, \'\'\': C!lICAGO. 1L: CLEVELA"'!). OH; COLl i:-'llH :S. Of-!; ]):\I.I.:\S. '1").;: 􀁉􀀩􀁅􀁾􀁜􀀧􀁅􀁒􀀮 Co; [)I-THOr'!", \/1; ELKI"'S.
\V\-,: IT. worrnl. TX: IIAHTr:OHD. CT: HICKSVILLE. ?\T; 1[01 :STON. TX; Il\DI:\NAi'OI.1S. 1;\: KANSAS C1TY. ,\[0; K;\:oxnLLF. T?\'; l.r\NSI\'G. \11: l.OS .\:'\'ld::U;S. CA: J.Oli[S\'][.U:.
KY; \1:\DlSON. \\//; ,\11:\,\11. fL: 􀁾􀁬􀀡􀁊􀀮􀁜􀁜􀀧􀀮􀁜􀁉􀀺􀁋􀁅􀁆􀀮 WI; \IIN?'-:EAPOLlS. \1:\: N:\Sll\'JLLE. TN; ?\'E\\:: YOHf-:, NY: (Hf.l.l..-\ND. CA: 􀁏􀁉􀁌􀁜􀁾􀀨􀁤􀂷􀀺 C01';-,ny
c.\: OHl..-\:"iDO. n.: O\'EltLA!\:l) P..\Rf-:, KS: 􀀱􀀧􀀱􀂷􀀱􀀱􀁬􀀮􀀺􀁜􀁉􀀩􀁊􀀭􀀺􀁌􀀱􀁾􀁊 11:\. PA: l'OHTl.:\ND, .\/f-:: PORTL.Y"]), OR: RALEIGH..\C; ST. LOll[S, ,\[0: SAl:]' 1.,.\1\1:
CITY. 1:1': S:\I\' :\i\TONIO, 1'X: S\,\ 􀀱􀁉􀁛􀁝􀁻􀁾􀀮􀀭􀁜􀁛􀁭􀁬􀀧􀁏􀀮 C\: s ..\i'\ F[(·\:-':CISCO. CA S.\N JOSE. C:\; SF..\TTLE. \\1.\: ·LUlP..\; 1'1.: TOl.EDO. 011: \'\:,.\\'1\'1-:.
1'\[; W..\SH1\'GTON. DC.
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 9, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 9th day of December, 2003. 1. Engineer shall perform the following Services: A. Landscape Architecture: Provide Landscape and Pocket
Park Design services related to the two parcels of land located at: • Former brickyard storage area between the two rail road sidings south of proposed Arapaho Road • East of the Surveyor
Water Pumping Station at SurVeyor Road and north of proposed Arapaho Road • Prepare design and construction documents for approx 275 LF of decorative fencing at the storage facility
east of Surveyor Road. B. Engineering &Surveying: Provide drainage design improvements, tree and topographical surveying at the following locations: • Topographical survey at 1 ft contours
for the former brickyard storage area between the two rail road sidings south of proposed Arapaho Road • Locate by coordinate and identify trees larger than 4" caliper at the existing
tree stands located on the east and north Dallas Water Utilities property line. • Improvements to the existing open stormwater channel traversing the Brickyard site and the existing
piping and channel at Addison Road. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner:
2.0 LANDSCAPE ARCHITECTURE Task 2.1 Schematic Design • Minimum of two design concept plans with supporting details and sketches to explain design intent. Task 2.2 Design Development
• Prepare additional detail, probable cost estimate and supporting documents on the selected scheme for final review and approval by the Town Task 2.3 Construction Documents • Develop
construction documents and specifications of the selected concept for inclusion with the final engineering plans. Changes to be incorporated into the Construction documents and will
be reflected in the interim review submittals. Task 2.4 &2.5 Bidding and Construction Observation • Bidding of the park area will be in conjunction with the roadway and trails plans.
• Construction observation tasks related to the park improvements include paving, lighting installation, irrigation installation and testing; walls, benches and other site furniture
installation, shop drawing review and approval, answering contractor requests for information. 12/10103 Final Supplemental Agreement-12-03.doc
, . , 3.0 ENGINEERING &SURVEYING SERVICES Task 3.1 Tree Survey • The Engineer will perform a tree survey within an area beginning at the end of the retaining wall at approximately paving
station 70+50 and extend east to approximately paving station 77+50, or where the RR tracks and proposed roadway cross. The trees that will be located are those that are outside the
roadway, to the north, but inside the right of way. The trees along the existing drainage ditch south of the proposed roadway at paving station 78+00 extending to the existing headwall
will also be surveyed. • The survey will identify the size and type of all trees greater than or equal to 4 inches in diameter. (Note: The tree type will be ascertained through the best
judgement of Engineers survey crew; no arborist work is included in this proposal). 􀁾 • The survey will be provided in digital format. • Tree mitigation is not included in this scope
of services. Task 3.2 Topographical Survey • The Engineer will prepare a topographic survey of the the remainder of the 'V' track area not previously surveyed for the project. This area
can be defined as south of the existing eastwest drainage swale to the limits of the 'Y' track. • Additional topographic survey of the existing culverts under the tracks and a portion
of the swales on the outside of the 'V' track area will also be performed in order to complete the necessary drainage revisions in this area. The extent of the swale survey is limited
to determining the drainage patterns in the area. Task 3.3 Stormwater Engineering Addison Road Drainage The Engineer will incorporate a portion of the drainage from Addison Road into
the Arapat)o Road Phase 3 plans. The following work will be performed: • Incorporate the cleaning/flushing of the existing 60" RCP in the plans and specifications. The cleaning/flushing
should remove all sediment from the existing RCP. • It is assumed that the most current Addison Road design plans will be provided to the Engineer from the Town. No drainage calculations
will be performed for the Addison Road system. 'Y' Track Drainage The Engineer will incorporate into the Arapaho Road Phase 3 plans the drainage within the 'V' track area. The following
design will be performed: • Analyze and design a closed storm sewer system from the existing culvert under the east 'V' track, across the proposed park area to the existing culvert under
the west "V' . track, which will replace the drainage ditch which connects these culverts. • This system must allow for the drainage of the area within the 'V' tracks, as well as drainage
from outside the 'Y' track area. • Size an open channel from the outfall of the existing 'Y' track west culvert and the existing 60" RCP to the proposed headwall of the Arapaho Road
storm sewer system, near paving station 78+50. 12/10/03 Final Supplemental Agreement-12-03.doc
. " . 3. Engineer shall perform the Services and deliver the related Documents according to the following schedule: Notice to Proceed Task 2.1 Schematic Design Task 3.1 &3.2 Tree Surveying
I Topo Survey • Review Schematic Park Designs wI Staff Schematic Design Approval by Council Task 2.2 Design Development Task 3.2 Stormwater Engineering • Submit 65% Construction Documents
Task 2.3 Construction Documents • Submit 95% Construction Documents • Submit 100% Construction Documents • Submit Final Construction Documents December 10, 2003 January 8, 2004 January
13, 2004 February 13,2004 March 5, 2004 March 26,2004 April 16, 2004 4. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the owing amount indicated
below, payable according to the following terms: Task 2.0 Landscape Architecture Task 3.0 Engineering &Surveying Total Fee $69,008.00 $18.283.00 $87,291.00 Except to the extent modified
herein, all terms and conditions of the Agreement shall continue in full force and effect. Signature: 􀀭􀀭􀀭􀀭􀀧􀀼􀀺􀁲􀀭􀀭􀀭􀀭􀀭􀀧􀀻􀀭􀀭􀀭􀀫􀀢􀀢􀀧􀀻􀀻􀀺􀀺􀀺􀁏􀁏􀁾 Name: 􀁾􀁬􀁉􀁴􀁴􀁬􀀧􀀮􀀵
Title: I1ss,smiolT f,it 􀁾􀀯􀁉􀀻􀀨􀁤􀁾􀁴􀀺􀁬􀁚􀀮􀀮 Date: 12 􀀢􀀧􀁉􀁉􀀧􀁾 3 12/10/03 HNTB Corporation (Engineer) ..... 􀁓􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀁾􀀺􀁾􀁁􀁾􀀬 JA Name: &;;,:!& /􀁉􀁾 Title: \J 􀀱􀁾
(( 􀁾􀀮􀀵􀁉􀁾􀀧􀁶􀀭􀀭 t-Oate:/_1􀁾2􀁦/􀁴J􀀻􀁊􀁩I􀁾i I)J , Final Supplemental Agreement-12-03.doc
SUPPLEMENTAL AGREEMENT Cost breakdown SEE ATIACHED HOUR /FEE SCHEDULE 12110103 Final Supplemental Agreement-12-03.doc
, .•􀁾 ADDisoN® DATE ATTENTION JOB NO. Public Works I Engineering 16801 Westgrove • P.O. Box 9010 Addison, Texas 75001-9010 Telephone: (972) 450-2871 • Fax: (972) 450-2837 TO CarmfYl
-m---, ort( r--:;..__ ToWr7 Iftll RE: GENTLEMAN: WE ARE SENDING YOU o Shop Drawings o Copy of letter J(Attached o Prints o Change order o Under separate cover via the following items:
o Plans 0 Samples 0 Specifications 0 ...,.--COPIES DATE NO. o Resubmit copies for approval o Submit copies for distribution o Return corrected prints THESE ARE TRANSMITTED as checked
below: o For approval 0 Approved as submitted KFor your use 0 ApprOVed as noted o As requested 0 Returned for corrections o For review and comment 0 􀁾 _ o FOR BIDS DUE 19__ o PRINTS
RETURNED AFTER LOAN TO US REMARKS _
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 10, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 10th day of June, 2004 1. Engineer shall perform the following Services: • Prepare temporary construction easement documents (parcel
plat and field note descriptions) for parcels 8 and 9 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents)
to Owner: • Temporary Construction Easements Documents (parcel plat and field note descriptions) for parcels 8 and 9 (1 original of each) 3. Engineer shall perform the Services and deliver
the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. In return for the performance of the foregoing
obligations, Owner shall pay to Engineer the amount of $ 2850, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with
a corresponding increase in the total contract amount to $1,046,679.00. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and
effect. (Owner) Signature: _ Name: ---'-_ Title: _ Date: _ 06/10/04 HNTB Corporation (Engineer) d/'. _.-. /􀁾 Signature: 􀁾􀀯􀁘􀀨􀀻􀀮􀁋􀁐􀀻 Name: Benjamin J. BiliV Title: Vice President
Date: 6/11/2004 Supplment10Contract-Scope.doc
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 10, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 10th day of June, 2004 1. Engineer shall perform the following Services: • Prepare temporary construction easement documents (parcel
plat and field note descriptions) for parcels 8 and 9 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents)
to Owner: • Temporary Construction Easements Documents (parcel plat and field note descriptions) for parcels 8 and 9 (1 original of each) 3. Engineer shall perform the Services and deliver
the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. In return for the performance of the foregoing
obligations, Owner shall pay to Engineer the amount of $ 2850, payable according according to the following terms: Payments will be made based upon the provisions of the original contract,
with a corresponding increase in the total contract amount to $1,046,679.00. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force
and effect. (Owner) Signature: ___ Name: _ Title: _ Date: _ 06/10104 HNTB Corporation (Engineer) 􀁾 Signature: 􀁾..M Name: 􀁂􀁥􀁾􀁾􀁡􀀺􀀺􀁂􀁭􀁥􀁲 C Title: Vice President Date: 6/11/2004
Supplment10Contract-Scope.doc
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 11, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 11th day of June, 2004 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Test results for documented scope in Attachment A 3. Engineer shall perform
the Servicesand deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned items. In return for the
performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 99,250, payable according to the following terms: Payments will be made based upon the provisions
of the original contract, with a corresponding increase in the total contract amount to $1,145,929.00. Except to the extent modified herein, all terms and conditions of the Agreement
shall continue in full force and effect. Town of Addison (Owner) • Signatu;K -l􀁊􀁾 􀁎􀁡􀁭􀁾􀁾􀀧􀁒􀁥􀁣􀁾 W b 􀁾 t-€. h.-ecJ Title: C ,.-.'I f1\-t 􀁾 /oJ b... G::, E r Date: (0 -'2 :)
-() i 06/11/04 HNTB Corporation (Engineer) l'1DA_ A?A.Jla Signature: 􀀧􀀭􀀧􀁾􀁉􀀭􀀭􀀭􀀭􀀭􀁁􀀭􀀧􀀧􀀧􀀭􀀭􀀭􀀭􀀧􀀧􀀧􀀮􀀬􀀮􀀮􀀮􀀮􀁲􀀺􀀻􀀭􀀭􀀭􀀭􀂭 Name: Benjamin J. Biller Title: Vice President
Date: _-=6;:..../1:-;1..:.,.=/2:.;:0;.;;;.0-'-4 _ Supplment11 Contract-Scope.doc 25768-DS-301
· ATTACHMENT A DESCRIPTION EARTHWORK Moisture Density Relationship ASTM D-698 (each) Relative Density ASTM 0-4253 (each) Moisture Density Relationship TXDOT 113-E (each) Atterberg Limits
(each) Wet Ball Mill Test (each) Soil Sulfate Test (each) Engineering Technician (hourly) Engineering Technician Overtime (hourly) In Place Density Test (each) Base Depth Checks (each)
Transportation Charge (trip) Engineering &Report Review (hourly) Assumptions: 1 density test for every 10,000 square feet of paving subgrade, 1 density test for every 150 lineal feet
of trench backfill per lift. Estimated Quantity 4.0 1.0 4.0 8.0 2.0 26.0 432.0 64.0 708.0 26.0 154.0 54.1 PIER INSPECTION Senior Engineering Technician (hourly) . 90.0 Senior Engineering
Technician Overtime (hourly) 22.0 Concrete Test Cylinders (each) 44.0 Transportation Charge (trip) 12.0 Engineering &Report Review (hourly) 8.8 Assumptions: 11 days of pier drilling
with one technician and 1 drilling rig. .CONCRETE Concrete Mix Design Review (each) 3.0 Concrete Inspection (hourly) 531.0 Concrete Inspection Overtime (hourly) 68.0 Concrete Test Cylinders
(each) 448.0 Concrete Test Flexural Beams (each) 580.0 Reinforcing Steel Inspection (hourly) 226.0 Transportation Charge (trip) 147.0 Engineering &Report Review (hourly) 88.2 Structural
Steel Inspection (hourly, min. 5 hours) 45.0 Ultrasonic Steel Inspection (hourly, min. 5 hours) 15.0 Transportation Charge (trip) 12.0 Engineering &Report Review (hourly) 6.0 Assumptions:
1 set of 4 concrete test cylinders for every 100 yards of concrete placed in structures. 1 set of 4 concrete test flexural beams for every 100 yards of concrete placed in paving. Concrete
Inspection time is based on delivery of concrete at 50 yards per hour. Project Engineering services on materials engineering and testing for consultation shall include analysis, report
preparation and review, supervision and schedUling of field and laboratory personnel. 06/11/04 Supplment11 Contract-Scope.doc 25768-DS-301
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 12, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 12 day of August, 2004 1. Engineer shall perform the following Services: • Coordination with Dallas Water Utilities to incorporate
bridge and roadway elements along the proposed alignment to avoid conflict with 60" water line. • Pedestrian and Street Lighting standards incorporated into plans. • Police Box wiring
and power supply. • Super Elevation changes • Grading around bridge structure 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliver
ables (Documents) to Owner: Changes were incorporated into the Construction documents. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to
the following schedule: There will be no change in the schedule due to the above mentioned items. In return for the performance of the foregoing obligations, Owner shall pay to Engineer
the amount of $ $19,687, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total
contract amount to $1,162,766.00. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Town of Addison (Owner) 􀁾
Signature:$I􀁾 Name: }J1'c.tHtf( :(;. 􀁍􀁤􀁾􀁐􀀧􀁾 Title: _D,tz.ee.,TI>1L. t>F 􀁾􀁬􀁊􀀧􀀭 􀁜􀀮􀁎􀀧􀁾 HNTB Corporation (Engineer) Signature: _ Name: Benjamin J. Biller, P.E. Title: Vice
President
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FOR ADDITIONAL WORK SUPPLEMENTAL AGREEMENT: FINAL DESIGN -PAVING, DRAINAGE, AND UTILITIES
Project Senior Project Design CADDI Task Manager Engineer Engineer Engineer Tech Clerical DWU Coordination and Meetings Meetings 20 24 2 Cross-Section Modifications 16 Design Modification.
Super elevation changes 12 Grading around bridge structures 2 8 2 OH Power to underground to buildings 12 4 4 Police Boxes in Park -wiring and power 8 4 Pedestrian lighting wiring and
layout 24 12 Street Lighting design standard modifications 2 32 12 Total Hours 22 2 136 4 34 2 Hourly Rate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $1,188 $90 $4,488
$96 $782 $36 Direct Labor Cost Phase III Basic Services Indirect Labor, Overhead Subtotal Profit and Contingency Expenses HNTB Total M:\JOBS\25768Phase3\CONTRACnprimecon\DS301-PSE\[SA-20040812.xls]Ad
ditional Work $ 6,680 $ 10,287 $ 16,967 $ 2,545 $ 175 $ 19,687 8/12/2004
􀁾ARCHITECTS ENGINEERS PLANNERS August 12,2004 Mr. Michael Murphy, P.E. Director of Public Works Town of Addison P.O. Box 9010 Addison, TX 75001-9010 RE: Arapaho Road Phase 3 Proposal
for Compensation for Additional Work Dear Mike: 5910WPlano 􀁐􀁡􀁲􀁫􀁷􀀨􀁾􀁹 Suite 200 Plano, Texus 75093 (972) 661·5626 FAX (972) 661-5614 www.bntb.com As you know, HNTB has been working
on the design of Arapaho Road Phase project for the last two years. We have worked with you and your staff to the best of our ability to develop ways to keep this project moving forward
with the DWU issues we encountered along the way. ill the process of developing a roadway that would meet all party's needs, our work effort was increased significantly beyond our original
scope. We feel we have worked as efficiently 􀁾􀁳 possible throughout this project and hope that you agree. A breakdown of the man-hours spent and the associated costs is provided in
our supplemental agreement. We appreciate your consideration on this topic. We value our relationship with the Town of Addison very highly, and look forward to more successful partnerships
in the future. Thank you for your time on this matter. Very truly yours, HNTB CORPORATION 􀀮􀁾 􀁾􀁏􀁬􀁤􀁥􀁲􀀬Jr., P.E. Associate Vice President 25768 The HNTB Companies OfFICES: ,\I.EXANO!UA,
VA; ,\NNAPOLIS, 1'\.11); Xn,t\NTA, GA.; AUSTIN, T'X; L3ATON ROUGE, LA; BOSTON, ,\1/\; CHARLESTON, SC: CHARLESTON, \'<IV; CHICAGO, 11.; CLEVELAND, OH; COLllj\Il311S. UH: fMI.LAS, TX;
DENVF1{, co; DETRorr, ,\'1[; ELKINS. \,(TV; ['..\lHFIELD, NJ; F1'. \,\'Ol{TH, TX; HARTFORD, CT; HOUSTON. TX; INDI,\NAPOLIS. IN; IRVINE, CA: K,\NS,\S CITY, ,\10: KNOXVILLE, TN; LANSING,
i\1l; LOS ANGELES. CAt LOUISViLLE, K)'; j\IA[)ISQN, \'\1[; 1\'IIA1\1I, H; MILWAUKEE, WI; MINNE,\POLlS, r-,'!N; NASHVIl.LE, TN; NE\V YOllK, NY; OAKI.:\NO, CA; onL:\NDO, Fl.: OVEIH.:\ND
P:\RK, KS: PLYMOUTH ,\IEI·:T1NG, PA; PORTJ.I\ND, :-OlE: PORTLAND, Olt ItA.LE1Gl t, NC: ST. LOUIS, MO; SALT LAKE CITY, 111'; SAN ANTONIO, TX: SAN 􀁲􀁾􀁅􀁒􀁎􀁁􀁬􀁭􀁉􀁎􀁏􀀬 CI\; S:\N FR:\NCISCO,
CA: S:\N .lOSE, CA: SEXlTLE, \\;iA; T:\.\IPt\, FL; TOLEDO, 01-1; \\:t.\SHINGTON, D.C
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 13, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 23rd day of March, 2005 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Additional construction inspection services. 3. Engineer shall perform
the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned item. In return for the
performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 149,874, payable according to the following terms: Payments will be made based upon the provisions
of the original contract, with a corresponding increase in the total contract amount to $1,306,640. Except to the extent modified herein, all terms and conditions of the Agreement shall
continue in full force and effect. Town of Addison HI\lTB Corporatr@(Owner) . ( 􀀨􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀀩􀀮􀁾􀀯 ({, 􀁾 Signat:: 􀁾􀁗􀁾􀁓􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀁥􀀡􀀯􀂷􀁾􀀬􀀬􀁾􀀡􀂷􀀮􀀩 􀁾 .. 6cf,,7,/I
, d //Name: Ron Wbj tebead Name: 􀁾􀁥􀁮􀁪􀁡􀁭􀁩􀁮 􀁬􀁾􀁩􀁬􀁬􀁥􀁲 􀁾􀀬􀀯 Title: __-",C"""i,-"t"""v_:'---.r...,18...,n...,a.....,lJli.l-.e..r.. _ Date: 􀁟􀀮􀀮􀀮􀀮􀀻􀁁􀀺􀀮􀀮􀀺􀀮􀁰􀁬􀁌􀀮􀀮􀀽􀀮􀀮􀁲􀀮􀀽􀀮�
�􀀮􀀽􀁬􀀭􀀭􀀭􀀽􀁬􀁾􀀲􀁾􀀬􀁟􀁟􀁟􀀽􀀲􀀺􀀮􀀮􀀮􀀮􀀺􀀰􀀺􀀮􀀮􀀮􀀮􀀺􀀰􀀺􀀮􀀮􀀮􀀮􀀺􀀵􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭 03/23/05 Title: Vice President Date: March 23, 2005Supplment13Contract-Scope 25768-CN-001
Attachment A Arapaho Road Construction Inspection Original Contract Amount $ 211,060.00 Days bid by Archer-Western 425 Days used as of Feb. 11, 2005 187 Days to completion 238 Weeks
to completion 34 Amount Spent as of Feb. 11, 2005 $ 232,514.48 Over Budget Amount $ (21,454.48) Assumptions: 1. After February 11 th, Archer Western will work for 34 more weeks to complete
project. 2. Archer Western will work 6 days a week, 12 hours per day for 30 weeks. 3. Archer Western will work 7 daysa week, 12 hours per day for 4 weeks. 4. This equates to 208 days of construction remaining. Guy Van-Baulen will work a maximum of 40 hours per week. Guys' assistant will work a maximum
of 0 hours per week. I Guy I I Guy's Assistant I Weeks 27 Weeks 0 HourslWeek 40 HourslWeek 0 Total Hours 1,080 Total Hours 0 Hours 1,080 Hours 0 Rate $ 36.00 Rate $ 23.00 Direct Labor
$ 38,880.00 Direct Labor $ ER 2.92 ER 2.92 Total $ 113,529.60 Total $ Total Labor $ 113,529.60 Total amount required to finish project Existing Over Budget amount $ 21,454.48 Total Labor
$ 113,529.60 Project Management $ 12,000.00 (assumes 2 hours per week) Expenses $ 2,890.00 Total $ 149,874 M:\JOBS\25768Phase3\CONTRACT\primecon\Supplementals\Construction\[SuppmentA_CN-O1.xls]$150k
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 14, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 11th day of April, 2005 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Develop written report documenting pre and post construction parking.
• Provide deposition for claimant's attorney. • Testify in court on behalf of Town of Addison. 3. Engineer shall perform the Services and deliver the related Documents (if any) according
to the following schedule: Report shall be delivered to the Town of Addison no later than ten (10) working days after this contract is signed. In return for the performance of the foregoing
obligations, Owner shall pay to Engineer the amount of $ 6,792, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with
a corresponding increase in the total contract amount to $1,319,432. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and
effect. Town of Addis n (Owner) Signature: --''<:::::7'+t'''-''"'lr----->'''''''"'''lJ''r----Name: 􀁾􀀬􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁟Title: _ Date: _ 04/12/05 􀁈􀁎􀁔􀁂􀁣􀁯􀁲􀁾􀁮 (Engineer) Signature:
-........'il----h-'----"-Name: Ben'amin J. Biller Title: Vice President Date: April 12, 2005Supplment14Contract-Scope.doc 25768-0S-001
ATTACHMENT "A" ARAPAHO ROAD EXTENSION ESTIMATE OF MANHOURS BUllough/Lykos Appeal Project Senior Project Design CADDI Manager Engineer Engineer Engineer Tech Clerical A. Research report,
video, photo's 2 B. Develop report documenting pre and post parking 6 4 10 C. Deposition for claimant's attorney 8 D. Testify in court on behalf of the Town of Addison 12 Total Hours
28 0 0 4 10 0 Hourly Rate $65.00 $55.00 $38.00 $24.00 $28.00 $18.00 Direct Labor Cost $1,820 $0 $0 $96 $280 $0 Assumptions: 1. Deposition will take no more than one day. 2. Testimony
will take no more than one day. An additional 4 hours was added anticipating meeting with the Town of Addison's attorney. 1 of 1 M:\JOBS\25768Phase3\CONTRACT\primecon\DS301-PSE\Buliough-Lykos
Fee 01.xls Direct Labor Cost: $ 2,196 Indirect Labor, Overhead: _$':----;:3;,.:.,,6""2;.::3_ $ 5,819 Profit and Contingency: $ 873 Printing, Travel, Expenses: _$.:..-__1.;..:0;.,:0_
Total Fee: $ 6,792 4/12/2005 @7:51 AM
12/09/2ElEl5 12: 58 9725515514 PAGE 02/03 􀀧􀀭􀀧􀀰􀀱􀁯􀁊􀁴􀁲􀀭􀀭􀁵􀁲􀀱􀀭􀁾,ft1,,. ......, 􀁑􀁁􀀩􀁾􀁏􀁢􀁬 SUPPLEMENTAL AGREEMENT This· Supplemental Agreement, Number 11, to the AGREEMENT
FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB Corporation (Engineer) is made effective as of the 11 th day of June, 2004 1.
Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance of the foregoing Servioes, Engineer shall provide 1he following submittalsldeliverabJes
(Documents) to Owner: '. • Test results for dooumented scope in Attachment A 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following
schedule: There will be no change in the schedule due to the above mentioned items. In return for the periormance of the foregoing obligations, Owner shall pay to Engineer the amount.of
$ 99,250, payable according to the following terms: Payments will be made based upon the ·provisions of the original contract, with a corresponding increase in the total contract amount
to $1 ,1atS.92S.aO. :(,"IA.. 􀁾 . 􀁾 1,1 􀁾􀁉 J1ct. 00 􀂷􀀮􀁙􀁾􀀧􀀱􀁾􀁉􀀭􀀰􀀱 Except to the extent modified herein, all terms and conditions of the Agreement sha continue in full force
and effect. . . Town of Addison (Owner). • Signatu:K--lJW;:) 􀁎􀁡􀁭􀀻􀀻􀀭􀂷􀂷􀂷􀂷􀁒􀀼􀁴􀀺􀁾 􀀮􀁾 b: 􀁴􀁾 k-ecJ Title: C, T'l 􀁾􀀬􀀮􀀮􀀮 IJ 􀁾 fe e 'f Date: (Q -'2:3 -0LI 06111/04 HNTB
Corporation (Engineer) aD./t-􀁾A.A/I.a Signature: 􀁾􀀮 Name: 􀁂􀁥􀁾 Title: Vice PreSident Date: 􀁟􀀮􀀻􀀺􀀺􀀺􀀶􀀱􀁾􀀱􀀮􀀮􀀺􀀮􀀺􀀱􀀯􀀭􀀽􀀲􀀮􀀺􀀺􀀻􀀺􀁏􀁏􀀢􀀭􀀮􀀺􀀴􀁾􀁾 􀁾 Supplment11 Contract·Scops.
doc 257B8-0$-301 , •
12/B9/2uB5 12:58 9725515514 ,..-.. ATIACHMENT A PAGE 03/03 DESCRIPTION EARTHWORK Moisture Density Relationship ASTM D-6ge (each) Relative Density ASTM 0-4253 (each) Moisture Density
Relationship TXDOT .113-E (each) Atterberg Limits (each). Wet Ball Mill Test (each) Soil Sulfate Test (each) Engineering Technician (hourly) Engineering Technician Overtime (hourly)
In Place Density Test (each) Base Depth Checks (each) Transportation Charge (trip) Engineering & Report Review (hourly) Assumptions: 1 density test for every 10,000 square feet of paving
sl.Ibgraae, 1 density test for every 150 lineal feet of trench backfill per lift. Estimated Quantity 4.0 1.0 4.0 8.0 2.0 26.0 432.0 64.0 708.0 26.0 154.0 54.1 PIER INSPECTION Senior
Engineering Technician (hourly) 90.0 Senior Engineering Technician Overtime (hourly) 22.0 Concrete Test Cylinders (each) 44.0 Transportation Charge (trip) 12.0 Engineering &Report Review
(hourly) . 8.8 A&tumplions: 11 days 01 pier drilling with one lecnnician and 1 drilling riQ. CONCRETE Concrete Mix DeSign Review (each) 3.0 Concrete Inspection (hourly) 531.0 Concrete
Inspection Overtime (hourly) 68.0 Concrete Test Cylinders (each) 448.0 Concrete Test Flexural Beams (each) 580.0 Reinforcing Steel Inspection (hourly) 226.0 Transportation Charge (trip)
147.0 Engineering & Report Review (hourly) 88.2 Structural Steel Inspection (hourly, min. 5 hours) 45.0 Ultrasonic Steel Inspection (hourly, min. 5 hours) 15.0 Transportation Charge
(trip) 12.0 Engineering &Report Review (hourly) 6.0 ASllumptions: 1 set 014 concrele test cylinders for every 100 yards at ooncrete placed in 􀀤􀁾􀁵􀁣􀁴􀁵􀁲􀁥􀀹􀀮 1 Get of '" concreht
te$1 flexural beams for eliBry 100 yards of concrete placed In paving. Concrete Inspection time is based on cjellvery of concrete at 50 yards per hour. Project Engineering services on
materials engineering and testing for consultation shall include analysis, report preparation and review, supervision and scheduling of field and laboratory personnel. , I. 06111104
Supplment11Contrect·Scope.doc 25768-D5-301
, i DATE SUBMITTED: March 31, 2005 FORCOUNCIL MEETING: April 12, 2005 Council Agenda Item SUMMARY: T,his item is for the approval ofan amendment to the Engineering Services Agreement
with HNTB Corporation, in an amount not to exceed $149,874.00, for additional inspection services on the Arapaho Road, from Surveyor Blvd. to Addison Road, project. FINANCIAL IMPACT:
Current DesignlInspection Contract Amount: $1,156,766.00 Additional Inspection Cost: Construction Contract Amount: Source ofFunds: BACKGROUND: $149,874.00 $16,702,578.42 This item and
others that have been identified as being needed for the Arapaho Road project, will exceed the $1.3 million Contingency that had been established as part ofthe project budget. Funds
have been identified to support the excess amounts, primarily from the 2006 bond sale. Please refer to the finance director's memo dated 4/4/05. The third phase ofthe proposed Arapaho
Road extension project extends from Surveyor Blvd. to Addison Road. Construction ofthis section of Arapaho Arapaho Road is underway and will complete an east-west minor arterial roadway
that is necessary to relieve traffic congestion on Belt Line Road. A proposed bridge over Midway Road is also under construction as an integral component ofthe roadway section in the
third phase. Due to the complex nature ofthis project, the Town entered into an agreement with the firm of HNTB Corporation to provide construction inspection ofall improvements, in
the amount of$211,060.00, This cost consisted ofusing an on-site inspector at a previously determined rate of40 hours per week. However, as the construction ofthe project unfolded and
demands on the inspector to be at the project site were elevated, the total inspection hours necessary to keep up with the work increased to approximately 65 hours per week. As a result,
the inspectors total billings for work performed reached
$232,514.48 as ofFebruary 11, 2005. This resulted in a budget overage of$21,454.48, with a substantial amount ofthe project remaining. Subsequently, Public Works staffand representatives
ofHNTB Corporation re-evaluated the future demands on the construction inspector during the remaining portion ofthe project, with the following determinations: • Extensive municipal
and franchise utility relocation improvements, placetp.ent of double concrete box culverts throughout the length ofthe project, and the necessary lowering ofthe existing Dallas Water
Utilities 60" water transmission mail, required substantial attention by the inspector during the initial portion of the project. • The inspector should be able to return to typical
40 hour/week inspection. • Based on anticipated remaining length ofthe project, the inspector will be required to remain on-site for another 27 weeks. • Future site visits by HNTB Corporation
management staffwill be drastically reduced at this point and will make up a very small portion ofthe additional total inspection monies required on the project. It should be noted that
Public Works Department staff has been very involved in the day-to-day field engineering and inspection issues from the beginning ofconstruction, and will remain an integral part ofthe
process. • Based on the above-mentioned factors, the total on-site construction inspection will require approximately $149,874.00 in additional funding to complete the project. Although
the inspection performed during the initial portion ofthe project exceeded estimated expenditures, it was determined by staffthat it was essential that the numerous construction activities
that were underway simultaneously were being constructed properly. As a result, the Town will ultimately realize the highest quality ofbridge and roadway construction on this project.
RECOMMENDATION: Staffrecommends that Council authorize the City Manager to enter into an amendment to the Engineering Services Agreement withHNTB Corporation, in an amount not to exceed
$149,874.00, for additional inspection on the Arapaho Road, from Swveyor Blvd. to Addison Road, project.
I ' SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 13, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner)
and HNTB Corporation (Engineer) is made effective as of the 23rd day of March, 2005 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Additional construction inspection services. 3. Engineer shall perform
the Services and deliver the related Documents (if any) according to the following schedule: There will be no change in the schedule due to the above mentioned item. In return for the
performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 149,874, payable according to the following terms: Payments will be made based upon the provisions
of the original contract, with a corresponding increase in the total contract amount to $1,306,640. Except to the extent modified herein, all terms and conditions of the Agreement shall
continue in full force and effect. Town of Addison (Owner) Signature: _ Name: _ Title: _ Date: _ 03/23/05 HNTB Corpor 0 (Engineer) Title: Vice President Date: March 23. 2005 Supplment13Contract-Scope
25768-CN-001
Attachment A Arapaho Road Construction Inspection Assumptions: iJ'\. 1. After February 11 th, Archer Western will work for 34 more weeks to complete project. /2. Archer Western will
work 6 days a week, 12 hours per day for 30 weeks. 3. Archer Western will work 7 days a week, 12 hours per day for 4 weeks. 4. This equates to 208 days of construction remaining. Guy
Van-Baulen will work a maximum of 40 hours per week. Guys' assistant will work a maximum of 0 hours per week. I Guy I 􀁲􀁳􀁓􀁾􀁾􀀯􀁐􀀧􀀢 I Guy's Assistant I Weeks 27./􀀨􀁪􀀬􀁑􀁪􀁜􀁉􀁜􀀬􀁾
Weeks 0 HourslWeek 40 􀁬􀁾􀁶)􀁪e􀁬, 􀁬􀂷 HourslWeek 0 Total Hours 1,080 Total Hours 0 Hours 1,080 􀁣􀀭􀁾􀁦􀀭􀁖􀁙 Hours 0 Rate $ 36.00 "\'j 􀁾􀀬 0 t3'f Rate $ 23.00 Direct Lahor $ 38,880.00
eve" Direct Labor $ 􀁣􀁴􀁾􀁥􀁬􀁖􀀨􀀱􀁖􀀴􀀵 􀁾􀁯􀀩 2.92) !/"e"'=lS "/"IS ER 2.92 Total $ 113,529.60 􀁲􀁲􀀬􀁶􀀧􀁜􀀢􀀧􀁾􀁜 A-l--\ TIte Total $ Total Labor $ 113,529.60 uld1. Total amount
required to finish project Existing Over Budget amount $ 21,454.48· 4. 􀁥􀁾 Total Labor . $ 113,529.60 . 􀁾􀁾􀀱 􀁾􀁪􀀧􀁲 .Project Management $ 12,000.00 (assumes 2 hours per week) ,./fi
􀀢􀀨􀁉􀁾 Expenses $ 2,890.00􀁾 ..,.--0, p '" tP"-' TY<Me.-e( J ":p;? 􀁣􀀮􀀮􀀡􀁾 􀁣􀁾 IV> \ '" "\.. ," Total $ 149,874 TI2'-C-{C 􀁣􀀮􀁾􀀭􀁵􀀮 CII&-..r</f'€ Mol c...eA. 􀁾 I -e t-. 􀁍􀀺􀁜􀁊􀁏􀁂􀁓􀁜􀀲􀀵
􀀷􀀶􀁂􀁐􀁨􀁡􀁳􀁥􀀳􀁜􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁬􀁜􀁰􀁲􀁩􀁭􀁥􀁣􀁯􀁮􀁜􀁓􀁵􀁰􀁰􀁬􀁥􀁭􀁥􀁮􀁴􀁡􀁬􀁳􀁜􀁃􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁪􀁯􀁮􀁜􀁛􀁓􀁵􀁰􀁰􀁭􀁥􀁮􀁾􀁃􀁎􀀭􀀰􀀱􀀮􀁸􀁬􀁳􀁬􀀤􀀱􀀵􀀰􀁫
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 14, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 11th day of April, 2005 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Develop written report documenting pre and post construction parking.
• Provide deposition for claimant's attorney. • Testify in court on behalf of Town of Addison. 3. Engineer shall perform the Services and deliver the related Documents (if any) according
to the following schedule: Report shall be delivered to the Town of Addison no later than ten (10) working days after this contract is signed. In return for the performance of the foregoing
obligations, Owner shall pay to Engineer the amount of $ 6,792, payable according to the following terms: Payments will be made based upon the proVisions of the original contract, with
a corresponding increase in the total contract amount to $1,319,432. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and
effect. Town of Addison (Owner) Signature: _ Name: _ Title: _ Date: _ 04/12/05 HNTB Corporati n (Engineer) Signature:/----::fl-__-bt....-__-J-􀁎􀁡􀁭􀁥􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀭􀀽􀀮􀀺􀀮􀀮􀀺􀀽􀀺􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀮�
�􀀺􀀮􀀮􀀺􀀮􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀻􀀺􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀽􀀽􀁾􀀭􀀭􀀭􀀭􀀭 Title: Vice President Date: April 12, 20055upplment14Contract-5cope.doc 25768-05-001
ATTACHMENT "A" ARAPAHO ROAD EXTENSION ESTIMATE OF MANHOURS Bullough/Lykos Appeal Project Senior Project Design CADDI Manager Engineer Engineer Engineer Tech Clerical A. Research report,
video, photo's 2 B. Develop report documenting pre and post parking 6 4 10 C. Deposition for claimant's attorney 8 D. Testify in court on behalf of the Town of Addison 12 Total Hours
28 0 0 4 10 0 Hourly Rate $65.00 $55.00 $38.00 $24.00 $28.00 $18.00 Direct Labor Cost $1,820 $0 $0 $96 $280 $0 Assumptions: 1. Deposition will take no more than one day. 2. Testimony
will take no more than one day. An additional 4 hours was added anticipating meeting with the Town of Addison's attorney. 1 of 1 M:\JOBS\25768Phase3\CONTRACT\primecon\DS301-PSE\Buliough-Lykos
Fee 01.xls Direct Labor Cost. $ 2,196 Indirect Labor, Overhead: 􀁟􀀤􀀽􀀭􀀭􀀭􀀭􀀺􀀳􀁾􀀬􀀶􀀺􀀮􀀺􀀺􀀺􀀲􀀽􀀭􀀽􀀳􀀭 $ 5,819 Profit and Contingency: $ 873 Printing, Travel, Expenses: _$"--__1,;,.;0;..;0'-T
otal Fee: $ 6,792 4/12/2005 @7:51 AM
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 15, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 11th day of April, 2005 1. Engineer shall perform the following Services: • Re-design roadway between y-tracks due to rail elevation
changes done by Railroad Company several different times during Arapaho Road Construction. • Modify plan sheets affected by Addison Road not being built at this time. Plans now match
existing roadway instead of proposed roadway as originally designed. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following subrnittals/deliverables
(Documents) to Owner: • Updated plan drawings with revisions showing all changes. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following
schedule: Work shall be delivered to the Town of Addison no later than ten (10) working days after this contract is signed. In return for the performance of the foregoing obligations,
Owner shall pay to Engineer the amount of $ 5,400, payable according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding
increase in the total contract amount to $ 1,318,832 . Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Town of
Addison HNTB Corporation (Owner) (Engineer) Signature: 􀁋􀁾􀁜􀀭􀀰􀁾 Signature: 􀀭􀀭􀀭􀀭􀀬􀀬􀀴􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭 Name::.........,FT;..;...L..=..;...;...;...;;..;.;;;..;;..;..L..;;;.;...;...-----Titl
e: CAn 􀁎􀁜􀁾􀁥􀁦􀀮 Date: 􀁓􀁥􀁥􀁾 \"'! kOo5 08/29/05 Title: Associate Vice President Date: July 19. 2005 Supplment15Contract-Scope 25768-0S-001
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 16, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 23rd day of March, 2005 1. Engineer shall perform the following Services: • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents) to Owner: • Additional construction inspection services. 3. Engineer shall perform
the Services and deliver the related Documents (if any) according to the following schedule: The schedule as set by the contractor, Archer-Western. In return for the performance of the
foregoing obligations, Owner shall pay to Engineer the amount of $ 118,580, payable according to the following terms: Payments will be made based upon the provisions of the original
contract, with a corresponding increase in the total contract amount to $1,437,412. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in
full force and effect. Town of Addison (Owner)c=..-_-_ Signature: 6--[0ttL::) Name:JON 􀀧􀁎􀀢􀀬􀀢􀀬􀁾 Title: C,l1"'( M􀁾(;eL Date: 􀁓􀁥􀁋􀁾 1&.#, 􀁺􀀮􀁾 OS/30105 HNTB Corporation (Engineer)
Signature:􀁾􀀮 􀁎􀁡􀁭􀁥􀀺􀁾􀀮 Title: Associate Vice President Date: August 29,2005 Supplment16Contract-Scope.doc 2576S-CN-001
Attachment "A" Arapaho Road Construction Inspection Assumptions: 1. Archer-Western will finish project December 16th (17 weeks after Aug. 19th) 2. Guy Van-Baulen will work 5 days per
weekI 10 hours per day 3. Guy will have an assistant inspector 2 days per weekI 8 hours per day I 17 Weeks I I Guy I I Guy's Assistant I Weeks 17 Weeks 8 HourslWeek 50 HourslWeek 16
Total Hours 850 Total Hours 128 Hours 850 128 Rate $ 37.00 Rate $ 23.00 Direct Labor $ 31,450.00 Direct Labor $ 2,944.00 ER 2.92 ER 2.92 Total $ 91,834.00 Total $ 8,596.48 Total Labor
$ 100,430.48 Total amount required to finish project Guy's labor $ 91,834.00 Guy's Asst. labor $ 8,596.48 Project Management $ 12,300.00 (assumes 4 hours per week) CPM Schedule Review
$ 4,000.00 Expenses $ 1,850.00 Total $ 118,580 M:\JOBS\25768Phase3\CONTRACT\primecon\Supplementals\SuppmentA_CN-01-SA16.xls
Arapho Phase 3 25768 Construction Running total I CN-001 Town of Addison, Tx $$$$$$$$$$$$$$$$$ Totals $ 118,580 08-303 Landscaping ___􀀸􀀵􀁾 􀀬􀀸􀁾􀁟􀁬􀁟􀁌􀁊􀀭􀀡􀀮􀀴􀀳􀀷􀀬􀀴􀀱􀀲 􀁟􀀤􀁟􀀹􀀲􀀱􀁾􀀮􀀮􀁑�
�􀀮􀀮􀀱$ 1,437,412 $ 6,792 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭$ 5,400 ' · ,...__1...:.$__9...,..,9,250 L __19,687, $ 149,874 $ 813,785 $ 18,015 ---..----.--.• $ 15,700 $ 18,903 􀀭􀀽􀁾􀀭􀀽􀀽􀀭􀀽􀀱􀀱􀀮
23,078_ $ 11,698 $ 23,803 􀁾􀁾􀁾􀀬􀀭-I : :!:iE -$-----k_._. $ 􀀵􀀸􀀵􀀬􀁾􀀵􀀶 􀁾__.._._._. 􀀮􀁟􀀮􀁾 . 􀀽􀀭􀀭􀀭􀀽􀁾􀀽􀀭􀀽􀀭􀁾􀀽􀀭􀀭􀀽􀀭􀁾 ..._._.______ 􀁾􀀽􀀽􀁾􀀭􀀽􀀭􀁾􀁾􀁾􀀽􀀭􀀮􀀽􀀽􀀭􀀽􀀽􀀽􀁾􀁾􀁛􀀡􀁟5
85,5¥-IPrime Contract $ 813,785 $ 􀁾􀀱􀀳􀀬􀀷􀀸􀀵 I $ 211.J060_ Supplement 1 Heritage Inn Alignment $ 18,015 $ 831,800 Supplement 2 Landscape/Streetscape $ ""15,700 $ '-847,500 Supplement
3 Drainage -Bridge $ 18,903-$--866,403 Supplement 4 Watson Taylor .. $ 23,078 $-'--889,481----·--·-·--Supplement 5 ARS/Exhibits $ 11,698 $'''''''-90f179 -----'.'"--.,-Supplement 6 DWU
Coordination $ 23,803 $........ 924,982-..._--c---,. Supplement 7 Retaining Wall Concepts and Design $ -18,367-$'"-"-"943:349-.----..-.-. Supplement 8 Additional Borings for Bridge I
$ 1,600 1$ 944,949 . Supplement 9* Park Landscape Design Services l $ 92,880 1$"--1,037,829 Supplement 10 Skipped number ill -1$-"1,037,829 1'---" §,upplement 11 Construction Materials
Testing (Rone)$ 􀀹􀀹􀀬􀀲􀀵􀀰􀀭􀁬􀁾 =..􀀺􀁌􀁟􀀡􀁾􀁊􀀬􀀰􀀷􀀹 􀁾 􀁾􀁟􀁦􀀮􀀽􀀺􀀺􀀢 􀀹􀀹􀀬􀀲􀀵􀁾􀀱 Supplement 12 DWU Coordination $ 19,687 $ 1,156,766 Supplement 13 Additional Construction
services $ 149,874--'$'-1,306,640 $ 149,874 Supplement 14 Bullough/Lykos Appeal $ 􀀢􀀭􀀭􀀶􀀬􀀷􀀹􀀲􀀭􀀧􀀭􀀤􀀭􀀱􀀬􀀳􀀱􀀳􀁾􀀴􀀳􀀲 -i---6,792 Supplement 15 . -Redesign roadway .. $ 5,400
....'$--1,31'8,832 .-----Supplement 16 Additional Construction services $ 􀀱􀀱􀀸􀁾􀀵􀀸􀀰 $""--1,43'7,412 -S'-1"1-8,,580
:"':;' Arapho Phase 3 I . '. Construction Town of Addison, Tx Running total CN-001 Prime Contract $ 813,785 $ 813,785 $ 211,060 Supplement 1 Heritage Inn Alignment $ 18,015 $ 831,800
Supplement 2 Landscape/Streetscape $ 15,700 $ 847,500 Supplement 3 Drainage -Bridge $ 18,903 $ 866,403 Supplement 4 Watson Tavlor $ 23,078 $ 889,481 Supplement 5 ARS/Exhibits $ 11,698
$ 901,179 Supplement 6 DWU Coordination $ 23,803 $ 924,982 Supplement 7 Retaining Wall Concepts and Design $ 18,367 $ 943,349 Supplement 8 Additional Borings for Bridge $ 1,600 $ 944,949
Supplement 9* Park Landscape Design Services $ 92,880 $ 1,037,829 . , Supplement 10 Skipped number $ 1,037,829 Supplement 11 Construction Materials Testing (Rone) $ 99,250 $ 1,137,079.
$ 99,250 Supplement 12 DWU Coordination $ 19,687 $ 1,156,766 Supplement 13 Additional Construction services $ 149,874 $ 1,306,640 $ 149,874 Supplement 14 Bullough/LVkos Appeal $ 6,792
$ 1,313,432 $ 6,792 Supplement 15 Redesign roadway $ .5,400 $ 1,318,832 Supplement 16 Additional Construction services $ 118,580 $ 1,437,412 $ 118,580 $ 585,556 -$ 585,556
..􀁾􀀧􀀮 ;.' ."(;; Arapho Phase 3 I .., Construction Town of Addison, Tx Running total CN-001 Prime Contract $ 813,785 $ 813,785 $ 211,060 Supplement 1 Heritage [nnAlignment $ .18,015
$ 831,800 Supplement 2 Landscape/Streetscape $ 15,700 $ 847,500 Supplement 3 Drainage -Bridge $ 18,903 $ 866,403 Supplement 4 Watson Taylor $ 23,078 $ 889,481 Supplement 5 ARS/Exhibits
$ 11,698 $ 901,179 Supplement 6 DWU Coordination $ 23,803 $ 924,982 Supplement 7 Retaining Wall Concepts and Design $ 18,367 $ 943,349 SUl)plement 8 Additional Borings for Bridge $ 1,600
$ 944,949 Supplement 9* Park Landscape Design Services $ 92,880 $ 1,037,829 . ' .' Supplement 10 Skipped number $ 1,037,829 Supplement 11 Construction Materials Testing (Rone) $ 99,250
$ 1,137,079. $ 99,250 . Supplement 12 DWU Coordination $ 19,687 $ 1,156,766 Supplement 13 Additional Construction services $ 149,874 $ 1,306,640 $ 149,874 Supplement 14 Bullough/Lykos
Appeal $ 6,792 $. 1,313,432 $ 6,792. Supplement 15 Redesign roadway $ . 5,400 $ 1.318,832 Supplement 16 Additional Construction services $ 118,580 $ 1,437,412 $ 118,580 $ 585,556 $ 585,556
'.' ,".\
DATE SUBMITTED: January 14,2002 FOR COUNCIL MEETING: January 22, 2002 Council Agenda Item: SUMMARY: This item is for the approval of an Engineering Services Contract for the design of
Arapaho Road, Phase III, from Surveyor Blvd. to Addison Road. FINANCIAL IMPACT: Budgeted Amount: Cost: Source ofFunds: $4.005 Million $813,785 (Engineering & Inspection) Funds are available
from the FY 2000 General Obligation Bond Program. BACKGROUND: The third phase of the proposed Arapaho Road extension project extends from Surveyor Blvd. to Addison Road. Construction
of this section of Arapaho Road will complete an east-west minor arterial roadway that is necessary to relieve traffic congestion on Belt Line Road. It is anticipated that the new street
will initially absorb approximately 11,000 vehicles per day, with a maximum future count of 25,000 vehicles per day. The:finn of HNTB Corporation has submitted a proposal (attached),
in the amount not to exceed $813,785 for design and inspection services related to the construction ofPhase III. The proposed scope ofwork that this:finn will provide is as follows:
a. Final Design ofPaving, Drainage & Utilities b. Streetscape & Irrigation Design c. Bidding & Contract Award d. Full-Time Bridge Inspection & Supplemental Roadway Inspection HNTB Corporation
is currently under contract with the Town to prepare parcel descriptions and associated maps as part of the ongoing Right-of-Way/Easement acquisition process. However, the proposed design
of a bridge over Midway Road shall be performed by separate contract. Staff has initiated the review of Statements of Qualifications from several Architectural/Engineering :firms related
to design of the bridge. The proposed Phase III roadway design contract includes a provision for HNTB Corporation to coordinate the design of the street with the :finn that will design
the bridge. RECOMMENDATION: It is recommended that Council authorize the City Manager to enter into a contract with HNTB Corporation, in the amount not to exceed $813,785.00, for engineering
and inspection services associated with the design ofArapaho Road, Phase III, from Surveyor Blvd. to Addison Road.
'. AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires
Engineer to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said services, hereinafter referred to only as
"services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following
Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design ofArapaho Road
from Surveyor Boulevard to Addison Road. I. Project Definition This project consists ofthe preparation ofplans and specifications for bidding and construction of Arapaho Road Phase III
from Surveyor Boulevard to Addison Road (the Project). The project will be a 4-lane reinforced concrete roadway, with tum lanes at Surveyor Boulevard and Addison Road. A grade separated
intersection will be provided at Midway Road. The design of the bridge over Midway Road is not included in this scope of services. Services will generally include geotechnical investigation
and recommendations; final construction plans for the roadway, structure, stormwater, water, wastewater, landscaping, irrigation, traffic signals, construction sequencing, signing and
striping; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. II. Detailed Scope of Basic Services The
improvements have been implemented in several phases consistent with the availability of funds to complete final construction plans and specifications and to /finance the construction.
The scope of services for the schematic design are described in a separate scope of services and Agreement between the Town of Addison and HNTB Corporation executed February 12, 1997
with official authorization to proceed dated March 9, 1998. The basic scope of services for construction documents from Marsh Lane to Surveyor Boulevard (Phase II) are described in a
separate scope and Agreement executed October 18, 2000 between the Town ofAddison and HNTB Corporation. 1
A. Phase III Final Design -Paving, Drainage, and Utilities 1.' Prepare final construction drawings. (Scale 1" = 20' Horizontal and 1" = 5' Vertical except as noted.) The plans will be
designed to meet current ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes c. Quantity Sheets d. Removal Plans e. Typical Sections f. Construction
Phasing (Scale 1" = 40') g. Survey Control h. Utility Relocation Plan 1. Paving Plan and Profile Sheets J. Paving Details k. Signing and Striping Plans (Scale 1" = 40') 1. Erosion Control
Plans m. Grading Plan n. Driveway and Special Grading Sheets o. Drainage Area Map (Scale 1" = 100') p. Stormwater Plan and Profile Sheets q. Roadway Cross Sections r. Street Lighting
Plan 2
2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit four (4) sets of plans for review to the Owner for 65% review, 95% review, and 100% (final). 5.
Incorporate Owner's review comments into plans after each submittal. B. Streetscape Engineer's understanding is the Project will consist ofright-of-way improvements for Arapaho Road
from Surveyor Boulevard to Addison Road. The current RO.W. will be widened in some areas allowing for additional landscaping. Proposed streetscape improvements will utilize the existing
Town Landscape Ordinance and guidelines. Critical visibility concerns shall be incorporated into the overall roadway improvements. This proposal does not include architectural improvements
related to the proposed bridge spanning Midway Road. These improvements may be added at a later date by the Owner through a supplemental agreement.. Basic Services 1. Schematic Design
a. Engineer will attend a kickoff /programming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master
plan for Phase III. b. Based on initial programmatic meetings with the Owner, Engineer will proceed with site development concepts to develop a schematic landscape master plan. Schematic
design plans will be drawn at a scale sufficient to explain design intent. The drawings to be produced will be one rendered site plan and necessary cross sections and enlarged plans
as required to explain design intent. c. Engineer will meet with the Owner to present the schematic landscape master plan and will receive comments from staff for incorporation into
the design development package. 3
2. Design Development a. Based on the approved schematic design, Engineer will prepare a design development package. This package will include the following: • Materials plan • Site
grading plan • Site walls/entry features • Hardscape/paving Site lighting (location and fixture type) • Landscape plan • Critical cross-sections This package will include an appropriate
level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refine probable construction costs. b. Engineer will prepare an
opinion of probable construction costs based on design development drawings. c. Engineer will meet with the Owner to review the design development package and will receive comments from
staff for incorporation into the construction document package. 3. Construction Documentation a. Based on the approved design development package, Engineer will prepare contract documents
sufficient to describe the work necessary for construction. The following drawings will be prepared: • Layout and materials plan • Enlarged intersection layout & materials plan, if required.
• Grading plan for the R.O.W. improvements • Enlarged intersection grading plan, if required. • Planting plan • Enlarged intersection planting plan, if required. • Irrigation plan •
Enlarged intersection irrigation plan, if required. • Site lighting (location & fixture type) • Details and sections at appropriate scales necessary to convey the sizes, appearances,
finishes, and colors of all pavements, walls, site furnishings, and light fixtures. • Coordinate structural details and incorporate on plans to be approved by structural. b. Engineer
will prepare technical specifications describing all elements ofthe proposed work. 4
c. Engineer will prepare a revised OpInIOn of probable construction costs based on design development drawings. d. Engineer will meet with the Owner to review the construction document
package and will receive comments from staff for finalizing the construction document package. 4. Construction Observation a. Engineer will attend a kickoff meeting with the Owner, the
selected landscape /hardscape subcontractor and General Contractor to review the project requirements, schedule and responsibilities. b. Engineer will review and approve subcontractor
submittals regarding landscape and hardscape material specified for the streetscape project and keep logs for submittals. c. Engineer will coordinate the preparation of record drawings
with the landscape /hardscape contractor, review for completeness and issue to the Owner with all records of construction developed for the project based on documents delivered to Engineer
by such contractor. This will constitute the project close out ofthe construction phase. 6. Additional Services The following services are not included in the scope of basic services.
Engineer shall provide these services if authorized in writing by the Owner on a time and expense in addition to the compensation for Basic Service. • Illustrative renderings beyond
those described in the Basic Services. • Zoning changes or variances C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 25 half-size sets of plans and bid
documents. 3. Conduct pre-bid meeting. 4. Prepare necessary addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder for the award of the construction
contract after performing reference checks. 5
.' J' D. Construction Administration 1. Provide three (3) full-size and five (5) half-size sets of plans and specifications for Owner. 2. Provide two (2) full-size and three (3) half-size
sets of plans and specifications for Contractor. 3. Conduct pre-construction meeting. 4. Respond to Requests for Information. 5. Review submittals, as required by the contract documents.
6. Provide construction administration and observation services. 7. Attend final inspection and prepare punch list. 8. Prepare mylar record drawings and electronic files. III. Detailed
Scope of Additional Services A. Surveying 1. Update property ownership, to include current ownership. Any subdivision of the existing parcel will be addressed on a case by case basis.
2. Stake centerline at 50-foot intervals with PC's and PT's prior to geotechnical borings performed in field. 3. Locate bore holes horizontally and vertically. 4. Cross sections of Arapaho
Road at Midway Road to include lane shots. 5. Project management and administration for surveying elements. B.. Geotechnical Investigation The geotechnical services will include the
following: field investigation, laboratory testing and engineering analysis in order to develop recommendations to guide design and construction ofArapaho Road. 1. Field Investigation
6
Drill and sample 25 borings for this project. The following table summarizes the proposed number of borings for the various structures. Proposed Structure Total Number of Borioes Bridge
7 Retaining Walls and Box Culvert 14 Pavement 4 The bridge borings will be advanced a depth of 20 feet into unweathered gray limestone. The bridge borings are therefore anticipated to
extend to a total depth of approximately 35 feet. The retaining wall box culvert borings will extend to a depth of 15 feet. The pavement borings will extend to a depth of 10 feet or
5 feet into weathered limestone, whichever is encountered first. The borings will be continuously sampled to a depth of 6 feet, and at 5-foot intervals thereafter and/or at each change
in the stratum until boring termination. The soil samples will be obtained with thin-walled tube and/or split-spoon samplers, depending upon the soil type and consistency. The bedrock
in the bridge borings will be continuously cored. Samples of the bedrock from the other borings will be obtained from the auger cuttings. Texas Cone Penetrometer (TCP) tests will be
performed at 5-foot intervals to evaluate the bearing properties ofthe bedrock. The drill crew foreman will record the depth that seepage water is encountered during drilling. Water
level readings will also be obtained from each boring at drilling completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. It is
understood that ARS Engineers (ARS), the project surveyor, will stake the centerline of the roadway alignment to assist us in locating our borings in the field. Terra-Mar will then stake
the boring locations. The boring locations will be marked in the field so that. ARS can determine the boring coordinates and ground surface elevations following the field exploration
program. Owner shall coordinate with the Engineer to obtain right-of-entry to the property so that the boring locations will be accessible to our conventional truck-mounted drilling
equipment during normal working days. Traffic control services shall be Additional Services if required to complete the borings. 7
The drilling operations will proceed in a manner that will avoid the potential of damage to underground utilities. Owner shall provide any information regarding any of their existing
underground utilities that are present on-site prior to Engineer beginning the fieldwork. Engineer will coordinate underground utility line clearance with the Texas Excavation Safety
System, the Owner, Dallas Water Utilities, and Dallas Area Rapid Transit (DART), and any other utility companies known to be in the area. However, Engineer will not be responsible for
damage to underground utility lines that are not properly identified prior to mobilization of drilling equipment to the site. 2. Laboratory Testing The project geotechnical engineer
will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate the pertinent engineering
properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, unconfined compression, and calibrated penetrometer tests. Lime series
tests will be performed to determine the optimum lime content for subgrade stabilization 3. Engineering Analyses and Report The results of the field investigation and laboratory testing
programs will be evaluated to provide recommendations for design and construction of the roadway. The results of this investigation will be presented in an engineering report, Three
copies of the report will be submitted to the Owner. The report will include the following: a. Logs ofborings in TxDOT "WinCore2" electronic format, laboratory test results, borehole
water level observations, and a plan ofborings. b. Recommendations for design of drilled shaft bridge foundations, including allowable bearing resistance, estimated depth of bearing
stratum, and estimated foundation settlement. c. Recommendations for design of mechanically stabilized earth retaining wall foundations that will include allowable bearing pressures,
sliding resistance, global stability, and estimated settlement. d. Recommendations for design of the box culvert, including equivalent fluid pressures and allowable bearing pressures.
8
e. Recommendations for retaining wall and box culvert backfill soil types, backfill placement, and compaction. f. Evaluation of the impact of the box culvert on the performance of the
proposed pavement section, including recommendations for reducing the amount of differential movement between sections of the roadway supported over the box culvert and box culvert backfill,
and sections supported on the existing subgrade soils. g. Recommendations for pavement subgrade preparation. h. Recommendations for Portland cement concrete pavement sections. Owner
will arrange to provide the anticipated traffic loading for use in our analysis. 1. Discussion of potential construction problems, such as hard rock excavation, groundwater, and subgrade
instability. c. Traffic Study a. Signal Design Layout 1. Prepare preliminary traffic signal design plans and specifications for intersection of Arapaho Road at Addison Road to include
railroad preemption. Plans and specifications will be prepared using Owner standards. 2. Review plans and specifications with Owner and revise as necessary. Prepare final plans, specifications,
construction estimates and contract documents for installation of traffic signals throughout project limits. b. Traffic Signal Data Collection 1. Collect AM peak period (6:30 -9:00 AM)
and PM peak period (4:00 PM -6:30 PM) turning movement counts in 15 minutes intervals, including pedestrian counts, for two representative intersections. These intersections will provide
a general understanding of the volume of traffic and traffic characteristics of the area. 2. Compile the existing traffic turning movement counts for the AM and PM peak hour time periods
and determine the existing AM and PM peak hours, peak hour factors and percent trucks for each intersection. Balance the traffic turning movement counts for Phase II and Phase III for
the AM and PM peak hours. Prepare base maps for Phase II and Phase III illustrating the existing peak hour turning movement counts, intersection geometrics, speed limits, distances distances
between intersections, percent trucks, peak hour factor, and existing traffic signal phasing. Compile the existing 9
traffic signal timing plans to determine the existing traffic signal phasing, cycle length, minimum and maximum green times, yellow times, all-red times, walk times and flashing don't
walk times. c. Initial Traffic Analysis -Segment 1 (West ofMidway Road) 1. Analyze the three signalized intersections in Segment 1, (Marsh, Surveyor, and Beltline/Marsh) utilizing an
interactive process to provide coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. More specifically, the following process will
be utilized for both the AM and PM peak hours: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS
D or better. • NOSTOP -With the green splits designed in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000
-Rerun, if necessary, if the cycle length is different through NOSTOP than originally assumed. • TRANSYT-7F -Holding the cycle length and green splits constant, run this program to optimize
offsets to provide progression for the highest volume movements (minimize system delay). Summarize the results with measure of effectiveness tables and phasing/timing diagrams and illustrate
the train preemption phasing. 2. Jack Hatchell & Associates will assist the Engineer in a management role consisting of technical assistance and plan review for traffic signal timing
plan for Arapaho Road from Marsh Lane to Surveyor Boulevard and Marsh Lane from Be1tline Road to Arapaho Road. d. Initial Traffic Analysis -Segment 2 (East ofMidway Road) 1. Analyze
the six signalized intersections in Segment 2 of Phase III, (Addison, Edwin Lewis, Quorum, Spectrum, Addison/Lindberg, and Addison/Beltline) utilizing an interactive process to provide
coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. The goal will be to provide traffic signal progression along the three signalized
intersections along Addison Road and the four signalized intersections along Arapaho Road. The following process for both the AM and PM peak hours: 10
• SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS D or better. • NOSTOP -With the green splits designed
in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000 -Rerun, if necessary, if the cycle length is different
through NOSTOP than originally assumed. • PASSERII -Holding the cycle length and green splits constant, run this program to optimize the offsets for through movement progression on Addison
Road and Arapaho Road. Two runs will be completed consisting of one run for Addison Road and one run for Arapaho Road. • TRANSYT-7F -This program will be used to combine the two PASSERII
runs and fine-tune the offsets for higher volume turning movements (minimize system delay). Summarize the results with MOE tables and phasing/timing diagrams. Illustrate the train preemption
phasing. 2. Jack Hatchell & Associates will assist the Engineer in a management management role consisting of technical assistance and plan review for traffic signal timing plan for
Addison Road from Belt1ine Road to Lindberg and for Arapaho Road from Addison Road to Spectrum. Assist Engineer with coordination with railroad and traffic signal design for railroad
preemption. e. Technical Memorandum Document the procedures, findings and recommendations of the traffic signal timing analysis, with exhibits, tables and text in a technical memorandum.
The technical memorandum will also include an appendix with the traffic software output. Note: Additional information on the Traffic Study is included in Exhibit B. D. Phase I Environmental
Site Assessment See Exhibit A for detailed description. E. Construction Observation • It is anticipated the Owner will require assistance with construction observation throughout the
construction duration. Two separate Construction Observation tasks are included. The first will be full-time bridge construction observation. The second will be half-time roadway construction
observation. Full-time is 40 hours per week throughout the duration the construction 11
schedule. Half-time is 20 hours per week throughout the duration the construction schedule. The bridge construction is estimated to take twelve months. The roadway construction is estimated
to take fifteen months. If the duration differs from these estimates, the compensation shall be adjusted accordingly. The following tasks would be perfonned by this task. A supplemental
agreement will have to be completed prior to the preconstruction meeting. 􀁾 Monitor construction activities including office/on-site observations during construction operations. This
effort will be perfonned in association with the Owner's staff to supplement their own inspection staff. 􀁾 The Engineer's construction representative and staff shall be stationed in
Engineer's offices for the administration of the contract documents. 􀁾 The Engineer's construction representative shall assist in working with the Contractor to address RFI's, shop
drawings, and related questions concerning design issues to support timely response and resolution of Issues 􀁾 The Project construction representative shall assist in monitoring the
construction schedule on an ongoing basis at bi-weekly intervals based upon a 12-month construction schedule, and report to the Owner on matters that may lead to delays and deficiencies.
􀁾 Review requests for alternatives and substitutions from the Contractor and submit them, together with Engineer's recommendations, to Owner for consideration. 􀁾 Review and make recommendations
on contractor submitted shop drawings. 􀁾 Observe bridge construction and related components. 􀁾 Observe construction to detennine in general if the Work is proceeding in such a manner
indicating that when completed it will be in accordance with requirements ofthe contract documents. 􀁾 Conduct observations to detennine an estimate ofpercent completion. 􀁾 Prepare
preliminary and final deficiencies lists at intervals during the overall Project duration. 􀁾 Based on observations and evaluations of the Contractor's applications for payment, the
Project construction representative shall review and certify the amounts due the Contractor. 12
F. Coordination with third-party for bridge design If the Town of Addison chooses to have a third party design the bridge over Midway Road it will require a coordination effort between
HNTB and the third party. The Town has requested an estimate of how much time it would take for coordination between the Engineer and the thirdparty bridge designer. This estimate is
for meetings with the third party, information sharing, transfer of files (electronic, including CAD), notes and sketches, and meetings with the Town to incorporate ideas into the bridge.
This estimate is not for the design of any elements of the bridge that are developed through these meetings or by the third party. We have based our estimate on a total of 140 hours
over the course of the design. The estimated amount would be approximately $17,500. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed
by Engineer on the basis herein described, subject to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Owner shall make payment monthly to Engineer
based upon statements submitted by the Engineer for percentage ofwork performed. Compensation for performing Basic and Additional Services shall be on a Lump Sum Basis. The Lump Sum
amount for Services shall not exceed $813,785.00. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of
the design, drawings, plans, specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation, correct or review
any errors or deficiencies that are attributable to the Engineer in such design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance
of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising
out of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance
of any ofthe services furnished under this Agreement. The rights and remedies of Owner and Engineer under this Agreement are as provided by law. Engineer shall not be responsible for
construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the Project. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform
all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. The 13
services to complete construction documents shall be completed within 10 months of Notice-to-Proceed. In the event Engineer's performance of this Agreement is delayed or interfered with
by acts of the Owner or others, Engineer may request an extension of time for the performance of same as hereinafter provided. If such delay is in excess of 60 days on any one occurrence
or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially
inhibits the Engineer from proceeding with its services on the project. This shall include, but is not limited to, Owner reviews, right-of-way negotiations and awaiting critical information
to be supplied by Town or franchised utility companies. No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer, unless Engineer shall
have made written request upon Owner for such extension within 14 calendar days after after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing
upon the allowance of additional time to be made. Provided, however, Engineer shall not be considered in default hereunder in delays are caused by reasons beyond its reasonable control.
SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or work items,
etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required by law or by
Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all
instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work
of Owner other than that intended in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees to protect, defend, indemnify and hold harmless the Engineer,
their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or
damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability
on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to such other work except where Engineer is hired to modify such instrument for such other work. Engineer agrees to and does hereby grant
to Owner a royalty-free license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which
Engineer may assert any rights or establish any claim under the design patent or copyright laws. Engineer, after completion of the services, agrees to furnish the originals of such instruments
of service 14
to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the Engineer. In the event termination
is for cause however, such shall be in accordance with section 14 hereof. In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms of
this Agreement, will be made on the basis of services reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon
delivery of all instruments of service to Owner. Should the Owner require a material modification of this Agreement, and in the event Owner and Engineer fail to agree upon such modification
to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance
with the terms of this Agreement, for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. Engineer may terminate this
Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from
the receipt ofthe termination notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable
period of time from the date of notice, Engineer may terminate this Agreement. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of Engineer's employees, as required by law. Engineer shall alsoprovide and maintain in full force and effect during the term of this Agreement, insurance (including insurance covering the operation of automobiles, trucks and other vehicles) protecting
Engineer and Owner against liability from damages because of injuries, including death, suffered by any person or persons other than employees of Engineer, and liability for damages
to property, arising from or growing out of Engineer's operations in connection with the performance of this Agreement. Such insurance covering personal and bodily injuries or death
shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1)
occurrence. Insurance covering damages to property shall be in the sum of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional
Liability Insurance coverage to protect Engineer from liability arising out of the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot
less than $1,000,000.00. 15
A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under this Agreement. Such
Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall
terminate after completion of the project. Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability
policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itself to Owner in the following respects, to wit: The Engineer hereby agrees
to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against
losses, liability or damage of any character, including defense costs, expenses and attorney fees incidental to the defense of such losses, damages or liability on account of injury,
disease, sickness, including death, to any person or damage to property including the loss of use resulting therefrom, from any negligent act, error, or omission of the Engineer, its
officers, employees, or subcontractors, or anyone else for whom Engineer is legally liable which are resulting from or caused by the performance of any services called for by this Agreement.
In the event the parties are found to be jointly or derivatively negligent or liable for such damage or injury, the indemnification shall be· assessed on a proportionate basis in accordance
with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence or liability. The Engineer is not responsible for the actions of the Owner's
contractor or any other party contracting with Owner to perform the construction of the improvements covered under this Agreement. Acceptance and approval of the final plans by the Owner
shall not constitute nor be deemed a release of the responsibility and liability of Engineer, its employees, associates, agents and Engineers for the accuracy or competency of their
designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; or other documents prepared by Engineer,
its employees, and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that
Engineer is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees
as employees of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further agrees to indemnify and hold
Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees ofEngineer. 16
SECTION 11. INDEMNIFICATION FOR NON-PAYMENT To the extent Owner has paid Engineer in full hereunder for same, Engineer shall defend and indemnify Owner against and hold Owner and the
premises harmless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management
costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent
of the other party.· SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building
codes applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or is unable to comply with the provisions of
this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within fourteen (14) days after written notice by Owner to Engineer,
Owner may, at its sole discretion without prejudice to any other right or remedy:• Terminate this Agreement and be relieved of the payment of any further consideration to Engineer except
for all services determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for percentage of completion by Engineer
through such date of termination. In the event of, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own
forces or by resubletting to others. In either event, the Engineer shall be liable for all reasonable, unmitigatable costs in excess of the total contract price under this Agreement
incurred to complete the services herein provided for and the costs so incurred may be due or that may thereafter become due to Engineer under and by virtue of this Agreement. • Owner
may, without terminating this Agreement or taking over the services, furnish the necessary materials, equipment, supplies andlor help necessary to remedy the situation. The reasonable
expense for same may be offset against amounts due the Engineer. In such case, Engineer shall not be liable with respect to indemnity or otherwise for any such services performed, arranged,
or furnished by Owner. Engineer shall not be considered in default of this Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable
control ofthe Engineer. 17
SECTION IS. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services will be made by Engineer without a written agreement with Owner prior
to the performance of such servIces. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution by and between Engineer and Owner. THIS AREA INTENTIONALLY
LEFT BLANK 18
SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements,
or stipulation bearing upon the meaning or effect of this Agreement, which have not been incorporated herein. This Agreement may only be modified, amended, supplemented or waived by
a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing
and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page of this Agreement.
The address ofa party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2001. OWNER: TOWN OF ADDISON,
TEXAS ENGINEER: HNTB CORPORATION By Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 9010 Addison, Texas 75001-9010 By Benjamin J. iller P.E. Vice President, Central Division
5910 Plano Parkway, Suite 200 Plano, Texas 75093 Witness: 19
ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL -JANUARY 2002 Basic Services Final Design Paving, Drainage, and Utilities Streetscape Bidding and Contract Award
Construction Administration Direct Labor Cost Phase III Basic Services Indirect Labor, Overhead HNTB Engineering Subtotal Profit and Contingency Out-of-Pocket Expense HNTB Subtotal Fee,
Basic Services GBW See GBW Proposal Basic Services Fee Additional Services Surveying, See ARS Inc. Proposal Geotechnical, See TerraMar Proposal Traffic Engineering Phase I Environmental
Site Assessment, See TerraMar Proposal Coordination with Third Party designer of bridge over Midway Irrigation Layout and Design Construction Observation for Bridge, full-time Construction
Observation for Roadway, half-time Subtotal Fee, Additional Services TOTAL FEE FOR SERVICES EXHIBIT A $90,456 $20,925 $4,952 $8,880 $125,213 $192,702 $317,915 $47,687 $7,700 $373,302
$124,918 $498,220 $12,876 $33,125 $35,555 $2,650 $17,500 $2,800 $133,620 $77,440 $315,566 $813,785 Ph3CostSumm011002.xls
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -PAVING, DRAINAGE, AND UTILITIES 884444 4 4 4 4 12 2 8 16 16 24 16 16 24 24
40 4 16 40 8 16 16 64 110 140 160 4 20 64 80 16 32 48 60 8816 40 40 40 80 80 16 40 16 12 48 40 40 32 4 16 24 40 40 16 24 32 12 40 64 16 12 24 32 8 6 30 20 10 4 24 32 32 80 4 200 16 184
24 A. Cover Sheet B. General Notes C. Quantity Summary Sheets D. Utility Relocations E. Typical Sections F. Construction Specifications and Contract Documents G. Construction SequencinglTraffic
Control H. Plan and Profile Sheets I. Paving, Sidewalk, Intersection, Misc. Details J. Driveway Detail, Special Grading Sheet K. Striping Plan, Details L. Signing Plan, Details M. RR
Grade Crossing Plan, Details, Coordination N. Street Lighting Plan, Details O. Parking Lot design under bridge, both sides of Midway P. Removal Sheet Q. Bid Quantities R. Opinion of
Probable Cost S. QAlQC T. Review Comment Revisions A. Drainage Plan/Profile B. Drainage Calculations C. Drainage Area Map D. Details E. Storm Water Pollution Prevention Task 1 Total
Hours Houri Rate 274 454 554 810 672 114 $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $14,796 $20,430 $18,282 $19,440 $15,456 $2,052
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -STREETSCAPE A. Prepare Construction Documents B. Prepare Technical Specifications
C. Prepare Revised Opinion of Probably Cost D. Construction Document Review Meelin 16 16 48 844 120 24 84 48 24 84 16 8 84 4 32 8 12 8 48 8 16 16 8 4 2 􀁾 12 844 16 884 8 Not applicable
to this contract I I Not ap licable to this contract A. Prepare List of Qualified Sub-Contractors B. Prepare Addenda C. Evaluate bid tabulation and recommend award D. Value En ineerin
ISubstitutions A. Kickoff Meeting B. Review Submittals; Tag Trees C. Review Information Requests D. Review Work Progress E. Prepare Punchlist F. Punchlist Review G. As-Sui/Is -Pro'ect
Closeout Task 2 Total Hours Houri Rate 40 $32.21 36 202 0 480 208 $37.50 $30.77 $22.60 $18.27 $15.87 Direct Labor Cost $1,288 $1.350 $6.216 $0 $8,770 $3,301
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD A. Prepare Advertisement for Bidders B. Prepare 25 Half-Size
Sets of Plans &Bid Documents C. Conduct Pre-Bid Meeting D. Prepare Addenda &Respond to Bidder's Questions E. Attend Bid Opening\ Review Bid Docs\Prepare Bid Tab F. Recommend a Bidder
to the Town of Addison Task 3 Total Hours Houri Rate Direct Labor Cost 22 $54.00 $108 2 2 2 2 16 8 332 16 24 24 16 24 4 8 8 4 8 31 35 24 34 52 $45.00 $33.00 $24.00 $23.00 $18.00 $1,395
$1,155 $576 $782 $936
ARAPAHO ROAD EXTENSION PHASE 11/-PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS CONSTRUCTION ADMINISTRATION 2 4 2 2 333 8 24 16 40 12 20 16 16 884 2 16 24 32 40 8 2 A.
Provide 3 Full-Size, 5 Half-Size Sets for Town B. Provide 2 Full-Size, 3 Half-Size Sets for Contractor C Conduct Pre-Construction Meeting D Review Submittals E Respond to Requests for
Information. F. Attend Final Inspection G Pre are M lar Record Drawin s Task 4 Total Hours Houri Rate 4 $54.00 47 81' 32 78 73 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $216
$2.115 $2,673 $768 $1..794 $1.314
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· GBW ENGINEERS, INC. 16 CADD Operator Clerical 4 40 16 40 160 16 24 60 8
24 40 16 40 120 16 40 180 8 24 100 8 24 85 8 96 8 16 48 8 24 16 8 16 24 8 16 8 Project Design Engineer Tech 60 88848844844 24 4 sProject Meetings/Management Utility Coordination Drainage
Plans/Profile (1) Drainage Calculations Drainage Area Map Utility Relocations Construction Sequencerrraffic Control Striping Storm Water Pollution Prevention Plan Traffic Signal Drafting
Details Bid Quantities Bid Documents and Specifications o inion of Probable Cost Task 5 Total Hours (GBW) HourI Rate 156 $45.00 132 320 905 56 $41.00 $24.00 $16.00 $16.00 Direct Labor
Cost $7,020 $5,412 $7,680 $14,480 $896 (1) Hydraulic Gradient will be shown. 8 24 8 24 $100.00 $110.00 $800 $1,440 $2,640 Direct Labor Cost $35,488 Indirect Labor, Overhear (1.8775)
$66,629 Subtotal $102,117 Profit and Contingency $15,421 Surveying Expense $4,880 Direct Expense $2,500 :::􀀧􀁬􀀧􀁾􀁩􀁆􀀻􀂫􀁌􀀺􀁉􀁦􀁩􀁾􀁾􀀺􀀨􀁾􀁾􀀦􀁎􀁩􀁬􀀡􀁮􀁭􀀧􀁾􀁜􀀱􀁽􀁾􀁾􀁾􀁬􀁾
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· SURVEYING· ARS ENGINEERS, INC. 8 4 o 0 0 8 0 24 100 4 $90.00 ,$63.00
$53.00 $105.00 $40.00 A. Update Property Ownership. B. Prepare Parcel Plats and Descriptions for 15 TCEs C. Stake Centerline at 50 ft. intervals with PCs and PTs D. Locate Bore Holes
Horizontally and Vertically E. Additional Survey Shots at Midway Road F. Project Management and Administration G. Three 3 Each Plats and Descri tions, Electronic Files Task 6 Total Hours
Houri Rate oo $48.00 o o oo15 54 60 24 16 Direct Labor Cost Expenses Map/Deed Copies Mileage Reprographics (Copies & Plots) Delivery/Courier Service Misc. Field Expenses Total Expenses
$0 $0 $94 $50 $30 $50 $224 $720 $0 $1,272 $10,500 $160 Labor Total $12,652 Expenses $224 􀁜􀁁􀁡􀁱􀀡􀁮􀁾􀁮􀁾􀁬􀁩􀀤􀀺􀁬􀀡􀀮􀀧􀁩􀁖􀁩􀁾􀁳􀂷􀀺􀁾􀀢􀁩􀀤􀁍􀀡􀁩􀁖􀁾􀁙􀁩􀁑􀀧􀁧􀁜iiii)EH􀀺􀀧􀀡􀁩􀁆􀀻􀀮􀂧􀂷􀀤􀁾􀀿�
�􀁾􀁲􀀺􀀶􀁩􀀩
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· GEOTECHNICAL INVESTIGATION Task 7 Total Hours Houri Rate
03/23/01 FRI 15:59 FAX 972 488 8080 TERRA-MAR Terra-Mar, Inc. 􀁾􀀰􀀰􀀲 Consulting Engineers. Geotechnical-Environmental. Construction Materials Testing DALLAS • FORT WORTH • HOUSTON
• AUSTIN • LONGVIEW March 23, 2001 Mr. Jerry D. Holder, Jr., P.E. Director of Capital Projects HNTB Corporation 14114 Dallas Parkway, Suite 630 Dallas, Texas 75240 Re: Geotechnical Investigation
Arapaho Road Extension -Phase III Addison, Texas TMI Proposal No. P01-1547DE Dear Mr. Holder: We are pleased to submit this proposal to provide geotechnical services for the above referenced
project. This proposal includes a description of the project, and our proposed the scope of work, schedule, and budget. PROJECT DESCRIPTION The project consists of extending Arapaho
Road from Surveyor Boulevard about 5.800 feet east to Addison Road. A 1.600-foot-long bridge is planned to carry Arapaho Road over Midway Road. Mechanically stabilized earth retaining
walls will be constructed at the bridge approaches. These walls will have a maximum height of approximately 25 feet. An existing 60-inch-diameter waterline parallels the MSE walls on
the south side of the alignment. A reinforced concrete box culvert is planned under a portion of the proposed roadway. The top of the box culvert will be on the order of 2 feet below
the pavement section. The box culvert invert will extend approximately 10 feet below the current site grades and will be installed in an existing drainage ditch. ANTICIPATED SUBSURFACE
CONDITIONS The project alignment is underlain by the Austin Chalk Formation. Subsurface conditions are expected to consist of active clays to depths of 2 to 10 feet underlain by tan
weathered limestone to depths of 10 to 15 feet. Gray unweathered limestone suitable for support of the bridge foundations underlies the tan limestone. Based upon previous borings drilled
by Terra-Mar in the area of the proposed site, we anticipate that the gray limestone will be encountered at depths of 10 to 15 feet below the ground surface. SCOPE OF SERVICES Our services
for this project will include a field investigation, laboratory testing and engineering analysis In order to develop recommendations to guide design and construction of Arapaho Road.
A description of our proposed scope of services is presented below. 11050 AbloB Lano. Dallas, TeX8S 75229 Phone: 972-488-8800 Fa.: 872-488-8080
􀀰􀀳􀀯􀀲􀁾􀀯􀁏􀁬 FRI 16:00 FAX 972 488 8080 TERRA-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01·1547DE March 23, 2001 Page 2 Field Investigation Terra-Mar,
Inc. III 003 We proposed to drill and sample 25 borings for this project. The following table summarizes the proposed number of borings for the various structures. TABLE 1 -PROPOSED
FIELD INVESTIGATION Proposed Structure Total Number of Borings Bridge 7 Retaining Walls and Box Culvert 14 I Pavement 4 "rhe bridge borings will be advanced a depth of 20 feet into unweathered
gray limestone. The bridge borings are therefore anticipated to extend to a total depth of approximately 35 feet. The retaining wall box culvert borings will extend to a depth of 15
feet. The pavement borings will extend to a depth of 10 feet or 5 feet into weathered limestone, Whichever is encountered first. The borings will be continuously sampled to a depth of
6 feet, and at 5-foot intervals thereafter and/or at each change in the stratum until boring termination. The soil samples will be obtained with thin-walled tube and/or split-spoon samplers,
depending upon the soil type and consistency. The bedrock in the bridge borings will be continuously cored. Samples of the bedrock from the other borings will be obtained from the auger
cuttings. Texas Cone Penetrometer (TCP) tests will be performed at 5-foot intervals to evaluate the bearing properties of the bedrock. The drill crew foreman will record the depth that
seepage water is encountered during drilling. Water level readings will also be obtained from each boring at drilling completion. The boreholes will be backfilled with auger cuttings
after the water level readings are obtained. It is understood that ARS Engineers (ARS), the project surveyor, will stake the centerline of the roadway alignment to assist us in locating
our borings in the field. 􀁔􀁥􀁲􀁲􀁡􀁾􀁍􀁡􀁲 will then stake the boring locations. The boring locations will be marked in the field so that ARS can determine the boring coordinates and
ground surface elevations following the field exploration program. It is assumed that the client has the right..a(-entry to the property and that the boring locations will be accessible
to our conventional truck-mounted drilling equipment during normal working days. It is also assumed that traffic control will not be required to complete the borings. The drilling operations
will proceed in a manner that will reduce the potential of damage to underground utilities. We request that we be provided with any information regarding any existing
03/23/01 FRJ 16:00 FAA 97Z 4&& 􀁾􀁵􀁾􀁵 , 181M-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. POl-1547DE March 23, 2001 Page 3 ... '='.1·.1·a-ma....·• .I.,u......
underground utilities that are present on-site prior to beginning the field work. We will coordinate underground utility line clearance with the Texas Excavation Safety System, the City
of Addison, and Dallas Area Rapid Transport (DART). However, we will not be responsible for damage to underground utility lines that are not properly identified by others prior to mobilization
of drilling equipment to the site. Laboratory Testing The project geotechnical engineer will classify the samples recovered from the field investigation in the Terra·Mar laboratory.
A laboratory testing program will then be implemented to evaluate the pertinent engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic
limit, moisture content, unconfined compression, and calibrated penetrometer tests. Lime series tests will be performed to determine the optimum lime content for subgrade stabilization.
Engineering Analyses and Report The results of the field investigation and laboratory testing programs will be evaluated to provide recommendations for design and construction of the
roadway. The results of this investigation will be presented in an engineering report. Three copies of the report will be submitted. The report will include the follOWing; 1. Logs of
borings in TxDOT "WinCore2" format, laboratory test results, borehole water level observations, and a plan of borings. 2. Recommendations for design of drilled shaft bridge foundations.
including allowable bearing resistance, estimated depth of bearing stratum, and estimated foundation settlement. 3. Recommendations for design of the MSE retaining wall foundations that
will include allowable bearing pressures, sliding resistance, global stability, and estimated settlement. 4. Recommendations for design of the box Culvert, including equivalent flUid
pressures pressures and allowable bearing pressures. 5. Recommendations for retaining wall and box CUlvert backfill soil types, backfill placement, and compaction. 6. Evaluation of the
impact of the box culvert on the performance of the proposed pavement section, inclUding recommendations for reducing the amount of differential movement between sections of the roadway
supported over the box culvert and box culvert backfill, and sections supported on the existing subgrade soils. 7. Recommendations for pavement subgrade preparation. 8. Recommendations
for Portland cement concrete pavement sections. It is assumed that others will provide the anticipated traffic loading for use in our analysis.
· 03/2.3/01 FRI 16: 00 FAX 972 488 8080 'lERRA-MAR Mr. Jerry D. Holder. Jr., P.E. HNTB Corporation TMI Proposal No. P01-1547DE March 23. 2001 Page 4 Terra-Mar. Inc. 􀁾􀀰􀀰􀀵 9. Discussion
of potential construction problems. such a hard rock excavation. groundwater. and subgrade instability. PROJECT SCHEDULE It is anticipated that it will take approximately 10 working
days to have the utilities marked in the field. The field investigation will require 10 days to complete, weather conditions permitting. Laboratory testing will require approximately
15 working days to compete. It is anticipated that the final report will be completed within approximately 35 to 40 working days after receiving authorization to proceed. Preliminary
results can be provided during the course of study if desired. PROJECT BUDGET Based on the proposed scope of services outlined above. we will provide a geotechnical report for this project
for a lump sum fee of $33,125.00. This offer is good for a period of 90 days from the date of the the proposal. CLOSURE Signing the attached Proposal Acceptance Sheet and faxing It to
TMI at 972-488-8080 will Indicate formal acceptance of the attached Terms & Conditions. Receipt of the signed copy will constitute TMl's notice to proceed. Payment for services is due
within thirty (3D) days after receipt of TMI's invoice. This proposal is valid for a thirty·day period from the date of this proposal. We appreciate the opportunity to be of assistance
on this project. If you have any questions, please call. Sincerely, B R. Grubbs. P.E. President Attachments: Proposal Acceptance Agreement Professional Services + General Terms and Conditions
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· TRAFFIC STUDY 1. Peak Period Tumin .Movement Counts 1. Project Management,
Administration, Coordination 2. Compile existing signal; timing plans (determine existing phasing) 3. Determination of existing ped. Phasing and cycle lengths 4. Compile existing/projected
ADrs and Turning Movement Counts 5. Determine projected AM and PM peak hour turning movements 6. Obtain Geometric Plans/Base Maps 7. Determine Clearance Times (Yeliow/AlI-red) 8. Coordination
for Railroad Preemption 9. SIGNAl2000 Analysis -lOS and Phase Determination 10. NOSTOP and SIGNAl2000 -Cycle length for Prog. 11. TRANSYT-7F Analysis -Offsets 12. Summary PhasinglTiming
13. Illustration of Preemption phases -Phase II 14. Illustration of Preemption phases -Phase III 15. Technical Memorandum 15. Biddin and Award of Contract I Review 8 1 8 2 10 2 8 4 24
2 4 6 12 2 8 20 6 24 4 16 4 16 4 8 $4,000 4 8 2 12 6 12 20 $600 Task 8 Total Hours Houri Rate Direct Labor Cost Total Direct Labor and Burden 10 $54.00 $540 $1,674 55 182 20 $45.00 $24.00
$14.00 $2,475 $4,368 $280 $11,800 $7,673 $13,541 $868 $11,800 $0.00 $0.00
Consulting Engineers. Geotechnical. Environmental. Construction Materials Testing DALLAS. FORT WORTH. HOUSTON. AUSTIN. LONGVIEW July 10,2001 TMI Proposal No.: POI-1538DN Mr. Jerry D.
Holder, Jr., P.E. Director ofCapital Projects HNTB Corporation 14114 Dallas, Parkway, Suite 630 Dallas, Texas 75240 Tel; 972-661-5626 RE: Proposal for Phase I Environmental Site Assessment
Automotive Facility, Southwest Corner, Intersection ofAddison Rd. and Arapaho Rd. Addison, Texas Dear Mr. Holder: At your request, Terra-Mar, Inc. (TMI) is pleased to submit this proposal
to provide a Phase I Environmental Site Assessment (ESA) at the above-referenced property. This proposal outlines our proposed scope of services and presents our estimated compensation
and schedule to perform the work. PROJECT BACKGROUND The property subject to this investigation is currently an active automotive repair facility located at the southwest corner of the
intersection of Addison and Arapaho Roads, in Addison, Dallas, County, Texas. It is our understanding that HNTB is requesting a Phase I Environmental Site Assessment of the above-referenced
property prior to acquisition of the property for the Arapaho Road ExtensionPhase III project. PROPOSED SCOPE OF SERVICES PHASEI ENVIRONMENTAL SITEASSESSMENT Terra-Mar, Inc. (TMI) will
provide the professional services required to identify the presence of recognized environmental conditions at the site by performing a regulatory/historical review and visual inspection
of the site for the presence or evidence of hazardous substances on or near the property. The Phase I ESA services to be provided by TMI are described in the following Scope 􀀧􀀭􀁾􀂷􀁩􀁦􀁩􀁴􀁥􀁾􀁩􀀧�
�􀁜􀁾􀂧 􀁻􀁾􀀱􀀵􀁜 􀁾 􀁎􀁏􀁾􀁾􀁟􀁾􀁾􀁾􀁾􀁾􀀢 \
􀀬􀁔􀁅􀁾􀁒􀁁􀀭􀁍􀁁􀁒 of Work. TMI's scope of services and report format incorporate the criteria established by ASTM-1527-00, and the ESA will be performed in general conformance with
this standard. On-Site Assessment Our environmental assessment personnel will conduct a walk-through of the property. The site inspection will cover the following visual activities related
to: • Areas ofpotential contamination; • Areas ofvisible contamination; • Observed adjacent properties; • Site boundaries; • Chemical storage or dispensing activities; • Geological and
hydrogeological characteristics ofthe site; • Apparent and unusual topographical changes; • Site operations; • Grounds management; • Waste storage/management practices; • Proximity of
surface water; • Existing transformers, and light ballasts that may potentially contain PCBs; • On-site petroleum storage tank management practices and compliance; • On-site disposal
and landfill practices; • Pesticide usage and dust control; • Ponds, basins and lagoons; • Stained and discolored building surfaces/soils; and • Hazardousmaterials storage/handling practices; • Suspect Asbestos-containing materials ( Option to include collection of up to 30 bulk samples for PLM analysis: separate fee shown below). Document
Review and Interviews The following published lists will be reviewed in order to discover if the subject site or properties within the prescribed ASTM radii have either past or present
potential/documented environmental conditions: • U.S. EPA'S CERCUS list of sites potentially contaminated with hazardous waste; • The National Priorities List (NPL) of sites contaminated
with hazardous waste; • The U.S. EPA RCRA Notifiers List of facilities which generate, treat, store, transport, or dispose ofhazardous waste; • The U.S. EPA ERNS (Emergency Response
Notification System) List; and • The Texas Natural Resource Conservation Commission (TNRCC) lists of State Superfund Sites, Registered and Leaking Underground Storage Tanks, Spill Incidents
and Accidents, and Municipal Waste Registration List. J:\ONIPROPOSALI2001IP01·15380NlPhI proposal.doc
, I ,TE,RRA-MAR Additionally, TMI will review a 50-year chain of title, historical aerial photographs, city directories, building permits, and Sanborn maps, if available. We will review
available USGS topographic maps of the site area to estimate local topography, and we will review selected maps and documents pertinent to knowledge about the geologic/hydrogeologic
setting of the site. If available, we will interview persons with specific relevant knowledge of the site. REPORT Following our site visit, historical/regulatory reviews and interviews,
we will prepare a report for the site, detailing our observations, findings, conclusions, and recommendations. Figures, maps, photographs and other referenced documentation will be appended
to the final report. TMI will provide three (3) copies of the fmal report. SCOPE LIMITATIONS The following tasks are not included in the above scope of services, but can be provided
at an additional cost if needed: • Additional file acquisition, research, or investigation into listed facilities discovered on adjacent properties during the performance ofthe regulatory
review; • Sampling of stored materials/waste; • Sampling and analysis of soils or groundwater or potential lead-based paint containing surfaces; • Disposal ofany contaminated surface
or subsurface soils or groundwater; • Area delineation and quantification of any contaminated soil; • Assessment of the site or structures for suitability of intended use; structural,
mechanical, building, roof, or site safety inspections; • Wetlands delineation; • Oil and Gas survey; • Water wells search; PROJECT FEES Phase I ESA $1,900.00 Pre-Demolition Asbestos
Survey (up to 30 samples*) $ 750.00 TMi will provide the presented scope of services on a fixed fee basis. J:\DNIPROPOSALI2001\P01-1538DNIPhI proposal.doc
TERRA-MAR ! :: PROJECT SCHEDULE TMI proposes to initiate environmental investigation activities within 24 hours following receipt ofclient's written pennission to proceed. Field activities
will be completed in two working days. TMI will complete and submit our draft Phase I report within 15 business days following notification to proceed. PAYMENT Payment for services is
requested within 30 days of delivery ofTMI's report. PROPOSAL ACCEPTANCE TMI appreciates the opportunity to submit this proposal. Executing the Proposal Acceptance Agreement (PAA) and
Faxing to TMI at (972) 488-8080 can indicate formal acceptance, and will constitute TMI's Notice to Proceed. TMI's experienced engineers and scientists are committed to meeting your
needs. We look forward to serving you on your project. Respectfully submitted, 􀁔􀁵􀁮􀀭􀀺􀁾􀁁􀁾 esR. Gaw Vice President, Environmental Services J:IDNIPROPOSALI2001IP01·1538DNIPhl proposal.doc
EXIDBIT B -Additional Services not included in proposal Traffic Signal Coordination Timing Plans -Final Timing • Progression analysis should be refined between the months of October
and April, after Arapaho Road is open to traffic. After the road is open, new traffic counts need to be taken in order to base the progression analysis off accurate, current data. Based
on the new traffic counts, progression analysis would be performed using SIGNAL2000, NOSTOP, TRANSYT-7F, and PASSERII-90 software. The traffic counts and progression analysis would be
done through a supplemental agreement. Building Demolition Plans • There are three known locations that will require demolition plans for existing structures along the corridor. The
full extent of how the buildings will be effected cannot be determined at this time. The necessary plans and specifications for the demolition of these structures are not included in
this scope ofwork.