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N1I4Daflns Parl:II'/J}1 Suite 630 I : I 􀁾i i =) ARCHITECTS ENGINEERS PLANNERS Dallas, 11'.,./15 7524043111 (971) 661-5626 -ax (972) 66J-5tH4 July 13, 2001 􀀺􀀻􀁴􀁾􀀠wwwbnlb.rom Town
of Addison 16801 Westgrove Drive 􀀱􀁦􀁙􀀱􀁾􀀠P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION -Phase 1lI Professional Services Agreement
Dear Mr. Chutchian: Enclosed for your review are three copies of a Professional Services Agreement for preparation of construction plans and contract documents for the construction of
Phase III of the Arapaho Road Extension. Phase III construction will extend from Surveyor Boulevard to Addison Road. The Agreement includes our proposed Scope and Fee for your review.
Per our discussions since the last proposal, we have removed the following items: right-of-way element (executed in a separate contract), pedestrian trail (currently under study), and
the demolition plans for structures along the corridor. The design of the structural and architectural elements of the bridge over Midway Road is also not included. A.rter your review
of the enclosed agreement, we will be pleased to meet with you to discuss the project to clarify any issues or questions you may have. We appreciate the opportunity to work with you
and your staff on this exciting project for the Town of Addison. Very truly yours, HNTB CORPORATION 􀁾.•􀁾􀀠D, Holder, Jr" P.E. JDHldmc " Enclosures 25768 Tbl! aNTS C(jmpnnics OfflC£::<:
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7-t7-€>( ''':1)1 CmllJlWF«S11'!!I.'tI: I., i i =JARCHITECTS ENGINEERS PLANNERS !lid/I!" 7()f) 7510'! PROPOSAL for SERVICES (214) 748-8400 FA.X (1'14) 748-84·10 PEDESTRIAN LINK I TRAIL
PLANNING wn'u:htlrh.mm ARAPAHO ROAD -MARSH LANE to ADDISON ROAD Town of Addison Project Area and Project Scope Understanding HNTB's understanding is that Ihe project will consis) of
developing a Conceptual Pedestrian Link I Trail Plan study adjacent to. the proposed Arapaho Road extension between Marsh Lane and Addison Road. HNTB will identify Town property adjacent
to and nearby the Arapaho Road Phase II and III Rights -of -Way for the purpose of developing conceptual schemes for pedestrian links tying into existing Arapaho Road at Addison Road.
In addition to the trail plan HNTB will develop conceptual schemes on potential improvement to Town property In the form of >lreen space reserves, Visual sr.reening and buffering. The
final trail plan will be used as a base for the development of construction documents related 10 the Arapaho Phase III project 1.0 Basic Services 1.1 HNTB will attend a kickoff I programming
meeting with the Town of Addison to discuss the project reqUirements, acquire information from the Town required to develop the trail plan and obtain Town property information pertinent
to the establishment of a trail network associated with the extension of Arapaho Road. It is antiCipated that an additional data-gathering trip will be required 10 confirm parcel location
and righls-of -way alignment. 1.2 HNTB will carry out site visits to areas along the Arapaho Road R.O.W for the purpose of taking digital photographs pertinent to the roadway and trail
design. These photographs will be used in the development of computer enhanced images depicting trail and roadway placement at key points along Arapaho Road. 2.0 Conceptual Design Options
2.1 Based on initial programmatic meetings with the City, HNTB will proceed with trail and parcel development concepts to prepare a Conceptual Trail Plan. Plans I actions are: • Conceptual
plans will be drawn at a scale sufficient to explain design Intent. The drawings to I!e produced will be one rendered site plaOl with up to two altematives and enlarged plans as required
to explain design intent. • Site photographs will be digitally enhanced to depict the proposed roadway orientation and trail options in the context of surrounding development. These
photos will also be used to indicate landscape development options on parcels of land currently owned by the Town. 2.2 HNTB will meet with the Town of Addison to present the Conceptual
Trail Plan options. Comments received from Town Staff will be incorporated into the Final Conceptual Design package. Tbe liNTS Companies Vfl')(:ES; 􀁁􀁌􀁅􀁾􀁜􀁾􀀧􀁉􀀧􀁒􀁉􀀮􀁜􀀬􀀠􀁜􀁾􀀬􀀠.\:-:;-':.\I'
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Page 2 3.0 Final Conceptual Design Package 3.1 Based on the approved Conceptual Design option, HNTB will prepare Final Design Documents suffiCient in detail to describe the Pedestrian
Trail Plan, linkages to Town parcels and proposed green space options. The following drawings will be prepared: • A rendered aerial site plan of the Town parcel and trail linkage plan
• Digital enhanced photographs showing trail and roadway interface at key locations adjacent to proposed Arapaho Road • Parcel design options i.e.: visual buffer, screening and potential
trail staging areas 4.0 Compensation 4.1 HNTB will be reimbursed for the above Scope of Work and Basic Services on a Lump Sum basis in the amount of $14,000.00. 5.0 Schedule 5.1 It is
anticipated that the Scope of Work listed under the Basic Services will be performed in a one month period from the dale of Notice to Proceed issued by the Town of Addison. Additional
Services The following services are not included In the scope of BaSic Services. HNTB shall provide provide these services if authorized in writing by the client on a Time and Expense
in addition to the compensation for Basic Services. Additional travel beyond that allocated in this proposal. Illustrative renderings beyond those described in the Basic Services. Zoning
changes or variances Construction documents and specifications 
AGREEMENT TIDS 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 set forth in Section 2, Scope ofServices. 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, shaH 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 of the 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 offunds 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 a a 'zation to proceed dated March 9, 1998. The basic scope of services for ! /'PS&E om Marsh Lane to Surveyor Boulevard (phase II) are described in a '7, "/' eparate scope
and Agreement executed October 18, 2000 between the Town of Addison and HNTB Corporation. 1 
A. Phase m Final Design -Paving, Drainage, and Utilities I. Prepare final construction drawings. (Scale I" = 20' Horizontal and I" 5' Vertical except as noted.) The plans will be designed
to meet ADA requirements. The following sheets shall be included: . a. Cover Sheet b. General Notes c. Quantity Sheets d. Removal Plans e. R-O-WPlans f. Typical Sections g. Construction
Phasing (Scale 1" = 40') h. Survey Control I. Utility Relocation Plan J. Paving Plan and Profile Sheets k. Paving Details \. Signing and Striping Plans (Scale 1" =40') m. Erosion Control
Plans n. Grading Plan o. Driveway and Special Grading Sheets p. Drainage Area Map (Scale I" = 1 00') 􀀮􀁾􀀠q. Stormwater Plan and Profile Sheets r. Erosion Control Plans s. Roadway Cross
Sections t. Street Lighting Plan 2 
2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit three (3) sets of plans for review to the Owner for 50% review, 95% review, and 100% (final). 5.
Incorporate Owner's review comments into plans. 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. 􀀭􀀽􀁔􀁨􀀽􀁥􀀢􀀢􀀢􀀺􀀮􀀺􀀮􀁬􀀺􀀽􀀺􀁨􀁲􀀽􀀽􀁾􀀻􀀻􀀡􀀺􀀮􀀮􀀺􀁟􀀠im rovements sh I
respond to and co /'􀀭􀁩􀁬􀁡􀁮􀁾􀁤􀁾􀁳􀁾􀁰􀁥􀁾􀁡􀁮􀀻􀀧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁲􀀮􀀽􀁾􀁾􀀬􀀠Roa R..W. This proposal does not include architectural improvements related to the proposed
bridge sparming 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 I programming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master plan for Phase ill. 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 feature's • Hardscape/paving • Site lighting (location and fixture type only-circuiting by others) • 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, ifrequired. • Grading plan for the R.O.W. improvements • Enlarged intersection grading plan, if required. I • • Planting plan . • . /􀁾􀀠• Enlarged intersection
planting plan, if required. /'􀁉􀁩􀁦􀁾ItV • lrrigationplan 􀁦􀁬􀁾􀁓􀀯􀀠• Enlarged intersection irrigation 􀁰􀁬􀁡􀁮􀀬􀀮􀀡􀀻􀁩􀁦􀁾􀁲􀀺􀀮􀁳􀀺􀁥􀁾􀁱􀁕􀀱􀁾􀂷􀁾􀁲􀁥􀁾􀁤􀀺􀀡􀀮􀀮􀁟􀁾􀁟􀀺􀀭􀀭􀀬􀀠•
Site lighting (location & fixture typ CIrcuiting by others) • Details and sections at appropriate sca sary to convey the sizes, appearances, finishes, and colors of aU 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 opmlOn 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. 􀀧􀁂􀁾􀁤􀁩􀁮􀁧􀀠and Negotiation a. 􀁾􀁾􀁾􀁥􀁥􀁲/' ill pr are a list 􀁳􀁵􀁢􀁾􀁣􀁴􀁯􀁲􀁳􀀠
can pe Q he work. q aJified " b. 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁾􀀠will prepare addenda as may be required during the 􀁢􀁩􀁤􀁤􀁩􀁾􀁲negotiating process. d. Engineer 􀁷􀁩􀁬􀁬􀁦􀁩􀁯􀁾􀁤􀁬􀁯􀁲evaluate
alue engineerin d , substitutions WI respect to cost implica ons an e ect on quality andlor scope ofthe work. . 5. 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 streetscape project and keep logs for submittals. c. 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁾􀁬􀁉􀀠review
and prepare responses to questiQns, ciarificatio!lS>.,and information requests submitted by the subcontractor. 'Clarification and information requests will be logged and copied t? the
Owner. \\ d. Engineer will prepare 'a.punchlist of the completed work and coordinate the list witii" the Owner. The punchlist will identify items needing coltection, deficiencies in
the works " and damage. " .....􀀬􀁾􀀠 e. Engineer will review the completei}"punchlist items with the contractor and issue a notice ofcomp1eti,on to the Owner. "" .f. 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 "-.. c. ? 5 
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. ~ 􀁾􀀠e_ Zoning changes or variances . 􀁾􀁉􀁲􀁲􀁩􀁧􀁡􀁴􀁩􀁯􀁮design
and construction documents /,v ttff? C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 2S half-size sets ofplans and bid documents. 􀁾􀀠􀀳􀀮􀁾pre-bid meeting.
4. Prepare necessary addenda and respond to bidder's questions. S. Prepare bid tabulation. 6. Recommend a bidder for the award ofthe construction contract. 1/?..f{ 9tiLj '5" '11-5'f
3-L{;,;--'f'CRvv] D. Construction 􀁁􀁤􀁭􀁩􀁮􀁩􀁳􀁴􀁲􀁡􀁾􀀠l'5 "j..v t..fV.Il 􀁓􀀯􀀳􀁾􀀩􀀠"3Yl. S'/3-3-t.,t;., j 1. Provide thr;.e Ea) 􀁦􀁩􀁬􀁬􀀱􀁾􀁬􀁦􀁦􀁾􀁉􀁂􀀺􀁦􀁴􀀸􀀠f01 e..aM ami
(98iHfeetM. 􀁌􀁮􀀮􀀮􀀮􀁾􀀠􀁾􀀠..􀀲. ....... _ ••_ pre-constructIOn meetmg. 3. Respond to Requests for Infonnation. Review submittals, as required by the contract documents. Attend final
inspection. Prepare mylar record drawings and electronic files. 6 
III. Detailed Scope of Additional Services A. Surveying 1. Update property ownership. 2. Stake centerline at ,lOO-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 Drill and sample 25 borings for this project. The following table surnmanzes the proposed number of borings for
the various structures. Proposed Structure Total Number ofBorine:s 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 enc01mtered 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 7 
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 sumce elevations following the field exploration program. Owner shall provide or coordinate 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 􀁲􀁥􀁱􀁵􀁩􀁲􀁥􀁤􀁾􀀠-">􀀢􀀢􀀢􀀢􀀢􀀺􀁡􀁭􀁥􀀡􀁉􀁾􀁥􀁴􀀡􀁥􀀡􀀡􀁴
􀁨􀁾􀁥􀁅􀀺􀁢􀁯􀁾􀁮􀁾􀂷􀁮􀁾􀁧􀁾􀁳􀀮____􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Thedrltllng operations wiH proceed in a marmer 􀁴􀁨􀁡􀁴􀁷􀁩􀁊􀁾􀁬􀁤􀀮􀂷􀀠the potential of damage to underground utilities.
Owner shall provide any information regarding any existing underground utilities that are present on-site prior to Engineer beginning the field work. Engineer will coordinate underground
utility line clearance with the Texas Excavation Safety System, the Owner, and Dallas Area Rapid Transit (DART). However, Engineer will not be responsible for damage to underground utility
lines that are not properly identified by the Owner 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 8 
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: a. Logs ofborings in TxDOT "WinCore2" fonnat, laboratory test results, borehole water level observations, and a plan ofborings. b. Recororoendations for design of drilled
shaft bridge foundations, including allowable bearing resistance, estimated depth of bearing stratum, and estimated foundation settlement. ? /c. Recororoendations for design of@Sgetaining'wall
foundations that will include allowable bearmg pressures, sliding resistance, global stability, and estimated settlement. d. Recororoendations for design of the box culvert, including
equivalent fluid pressures and allowable bearing pressures. I ) e. Recororoendations for retaining wall and box culvert backfill soil types, backfill placement, and compaction. f. Evaluation
of the impact of the box culvert on the perfonnance of the proposed pavement section, including recororoendations 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. Recororoendations for pavement sub grade preparation. h.
Recororoendations 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 I. Prepare preliminary traffic signal design plans and specifications
for intersection of Arapalto Road at Addison Road to include r. 􀁁􀁾I _ ••J.. railroad preemption. Plans and specifications will be prepared 􀀺􀀺􀀻􀁙􀁖􀁤􀁾􀀠. . 􀁾􀀭\ using Owner standards.
􀁾􀀠2. Review plans and specifications with Owner and revise asJ I IV</' I necessary. Prepare final plans, specifications, constructionr-JCstimates and contract documents for installation
oftraffic signals. rvr\ 􀁾􀁾􀁴􀀨􀁾􀀧􀁴􀁦􀁐􀁾􀀠9 
/b. Traffic Signal Data Collection l.?';.􀁾, . 1. Collect AM peak period <:z.i'OO""-9:00 AM) and PM peak period *'\"'1:0 􀁾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 n and Phase ill for the AM and PM peak hours. Prepare base maps for Phase n and Phase ill illustrating
the existing peak hour turning movement counts, intersection geometri seed 7/limits, distances between intersections, percent trucks HF, and existing traffic signal phasing. Compile
the existing tr Ignal timing plans to detennine 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. 􀁾􀁾􀀠,I c. Initial Traffic Analysis JWest Segment ./1. Analyze the &;! signalized intersections in ytest Se8l!!e!!!, 􀁾􀀠'k.J.a '. 0 utilizing an interactive process
to provide coordinated traffic signal Vo,,, •. 􀁾􀀠l 􀁾timings without sacrificing level of service for the minor traffic ". J'\􀁾􀁜􀁦􀁯􀁉􀁾􀁾􀀠j. 􀁭􀀿􀁾􀁥􀁭􀁥􀁮􀁴􀁳􀀮􀀠More specifically,
the following process will be j 􀁾􀁾􀀠utilIzed for both the AM and PM peak hours: .. AI􀁾􀁜􀁾􀁻􀁾􀀠• SIGNAL2000· Design optimum cycle length, phasing. and 􀁖􀁾􀀠t.kY r/!t.! 􀁜􀁾􀀠green
times for each isolated intersection such that all . ,t) I C'1 􀁾􀀠movements operate at LOS D or better. /"p 􀀨􀀮􀀯􀁉􀁾􀀠rt$VI tI i7 Y • NOS TOP -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 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). ,...... f _rr I. ,/. 􀁾􀀠 If eA.f"""'''''t 􀁾􀀠􀁾􀀢􀀢􀀧􀁬􀀱􀀢􀀧􀁉􀁾􀀮􀀬􀀢􀀭􀀭􀀼􀀻􀀠Summarize the results tables
and phasing/timing diagrams and illustrate the train reemption phasing. 2. lack 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 10 
7 Lane to Surveyor Boulevard and Marsh Lane from Beltline Road to Arapaho Road. d. Initial Traffic Analysis -East Segment I. Analyze the six signalized intersections in Phase ill East
Segment, utilizing an interactive process to provide coordinated trsffic 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: • 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 detennine 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. • P ASSERII -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). Surmnarize 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 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 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. 11 
D. Phase I Environmental Site Assessment See Exhibit A for detailed description. E. Construction Inspection See Exhibit B for detailed description. 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 $595,457.00. 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
Proj ect. 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
the terms of this Agreement. The services to complete construction documents shall be completed within 15 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 of60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to 12 􀁾􀀯􀀠/ffr(r 􀁾􀀠Le-+5 a.J V"5.J It '. m J · >'?c 
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 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 ofservice 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 to the Owner. Engineer may, however, retain copies of any
and ail 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. fu the event termination is for 13 
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 tenns of this
Agreement, will be made on the basis of services reasonably detennined 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 eve.nt 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 detennined 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 ofEngineer's operations in connection with the
performance 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 performance of professional services under this Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. 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 ofthe project. Owner shall
be named as an "additional insured" party on all insurance poliCies, except for Worker's Compensation and Professional Liability policies. 14 
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 hannless 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 ofthe responsibility and liability ofEngineer, 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 fur any expenses or liability incurred under said Statutes in connection with employees ofEngineer. 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, transportstion and management costs incurred by Engineer in performing this
Agreement. 15 
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 oftermination. 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 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 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 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 by and between Engineer and Owner. . 16 
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 of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use ofany 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 2001. OWNER: ENGlNEER: TOWN OF
ADDISON, TEXAS HNTB CORPORATION By By Ron Whitehead, City Manager Benjamin 1. Biller P.E. 5300 Beltline Road Vice President, Central Division P.O. Box 144 14114 Dallas Parkway, Suite
630 Addison, Texas 75001-0144 Dallas, Texas 75240-4381 Witness: Witness: 17 
EXHIBIT A ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL • JULY 2001 Basic Services Final Design Paving, Drainage, and Utilities $97,780 Streetscape $17,262 Bidding
and Contract Award $6,414 Construction Administration $8,930 Direct Labor Cost Phase III Basic Services $130,386 Indirect Labor, Overhead $200,665 HNTB Engineering Subtotal $331,051
Profit and Contingency $49,658 Out-of-Pocket Expense $6,500 HNTB Subtotal Fee, Basic SeNices $387,209 GBW See GBW Proposal $125,608 Basic Services Fee $512,817 Additional Services Surveying,
See ARS Inc. Proposal $10,511 Geotechnical, See TerraMar Proposal $33,125 Traffic Engineering $36,354 Phase I Environmental Site Assessment, See TerraMar Proposal $2,650 Subtotal Fee,
Additional Services $82,640 TOTAL FEE FOR SERVICES $595,457 Ph3CostSumm.xls 
G.c·F. H. I. J. K. L. M. N. O. P. Q. R. A. B. C. D. S. General Notes Quantity Summary Sheets Utility Relocations 16 Typical Sections ROW Map -Temporary Construction Easements Construction
Sequencingffraffic Control) Plan and Profile Sheets. (!i shee.b I') Paving, Sidewalk, Intersection, Misc. Details 􀀮􀁾'( Driveway o.-tall, Special Grading Sheet e", Smping Plan, Details
Signing Plan, Details 􀁾RR Grade Crossing Plan, Details, Coordination Street Ughling Plan, Details Removal Sheet Bid Quantities Opinion of Probable Cost QA/QC 16 􀁽􀁾􀁾􀀬􀁌􀀧􀁫􀁌􀀭􀀿􀀠8
Drainage Calculations 8 Drainage Area Map DetailS 4 Stann ;> 8 4 4 ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -PAVING,
DRAINAGE, AND UTILITIES 24 24 40 ,Ju. 􀁯􀁶􀁦􀁊􀁵􀁵􀁲􀁾􀁾􀁾􀀠 tfb& 􀁗􀁾,/
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· STREETSCAPE a 4 Development Pacl<age B 8 of Probable Construction Costs G. 24 00
B 16 4 4 A. Prepare Construction Documents B. Prepare Technical Specifications C. Prepare Revised Opinion B. Prepare Addenda C. Assist OWner in Evaluation of Bids A. Kickoff Meeting
B. Review Submittals; Tag Tree. C, Review Information Requests D. Review Work Progress E. Prepare Punchli.! F. Punchlist Review 16 8 40 120 a 16 4 4 4 4 16 4 8 4 4 16 24 8 12 8 40 4
16 4 40 16 a /./4 8 8 8 4 
/ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to Ag,9fSiON ROAD ESTIMATE OF MAo!lII1iUUII<" BIDDING AND AWARD A, Advertisement for B. lrepare 25 Half-Size Sets of Plans
& Bid 􀁄􀁏􀁉􀀻􀁕􀁾􀁬􀁥􀁮􀁴􀁳􀀠C, ' Attend Pre-Bid Meeting D, Prepare Addenda & Respond to 􀁂􀁩􀁤􀁤􀁥􀁾􀁳􀀠Questions E. Attend Bid Opening\ Review Bid DocslPrepare Bid Tab F, Recommend
a Bidder to the 2 4 32 8 32 16 2 40 8 
􀁾􀀯􀀠 ARAPAHO ROAD Ex-rENsfe'N PHASE 111SURVEYOR 􀁂􀁏􀁕􀁬􀁬􀀺􀁖􀁾􀁾􀀠to ADDISON ROAD I"'""M"TI'."''' MANHOURS r.ONS·rRllC".::rfoN ADMINISTRATION I B. Attend Pre-Construction Meeting
C. Review Submittals D. Respond to Requests for Information. E. Attend Final Inspection I 2 4 8 12 8 4 24 20 8 16 16 4 40 16 
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· GBW ENGINEERS, INC. Project Engineer Tech Operator Clerical Utility Coordination
4 40 Drainage 􀁾􀁾􀁾􀀠16 40 Drainage 16 24 Drainage Area u ., 8 24 Utility Relocations 16 40 Construction 16 40 Striping 4 8 24 Storm Water Pollution Prevention Plan 4 8 24 Traffic Signal
Drafting 8 8 Details 4 8 16 Bid Quantities 4 8 24 Bid Documents and Specifications 24 16 Cost 16 160 60 40 7' ' /48 16 8 24 Direct labor Cost $35,728 Indirect Labor, Overhear (1.8775)
􀁟􀀮􀀮􀀮􀀮􀀮􀀬􀀺􀀺􀀤􀀶􀁾􀀷􀀬􀁾􀀰􀁾􀀷􀀹􀀺􀀻Subtotal $102,807 Profit and Contingency $15,421 Surveying Expense $4,880 Direct Expense 􀁟􀁾􀁾􀀤􀀲􀁾􀀬􀁾􀀵􀀮􀁾􀀰􀀰􀁾􀀠TOTAL FEE (GBW) $125,608

c;)/ARAPAHO ROAD EXTENSION PHASE III • 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 'i"'; '. ",,9',.::",'5·',':',';,;i.,":'" ,.".' . 􀀧􀀮􀁾􀀬􀀻􀀻􀀠0'''',:,," A. Update Property 0 nership. o o oB. Prepare Parcel 􀁐􀁬􀁡􀁾􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁴􀁩􀁯􀁮􀁳􀀠for
15 TCEs o o C. Stake Centerline a 100 intervals with PCs and PTs 10 40 D. Locate Bore Holes Izontally and Vertically 5 24 4E. Additional Survey Shots at MidWay Road 16 F. Project Management
and Administration 8 4 G. Thrae (3) Each Plats and Descriptions, Electronic Files o o 0 Task 6 Total Hours Hourly Rate Direct Labor Cost o $48.00 so 8 $90.00 $720 o $63.00 so 19 $53.00
$1.007 80 $105.00 $8,400 4 $40.00 $160 Labor Total $10.287 Expenses $224 Additional Services· Surveying $10.511 Expenses Map/Deed Copies $0 Mileage $94 Reprographics (Copies & Plots)
$50 Delivery/Courier Service $30 Misc. Field 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTlMATE OF MANHOURS ADDmONAl SERVICES· GEOTECHNICAlINVESTlGATlON Project Senior Project Manager Engineer Engineer
ril$k7; :Adllitional:SeMi:es :"Geo.technlcallnv'esli atlon"','/,c"",,:, ": ',}' ,-􀁪􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀠,C'.'" >i-"-i 􀀬􀁾􀀬􀀠<". :':"""'" .. , I Task 7 Total Hours Hourly Rate Direct
Labor Cost Design Engineer CADD Clerical 􀀭􀀺􀁾􀀬􀁴􀂷􀀻􀂷􀂷􀀠'H""':"' : ••':'<:.,--'":' .. , " 􀁾􀀠Additional Services· Geotechnicalln••stigation ( /'$33,125,00 j /
ARAPAHO ROAD EXTENSlON PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· TRAFFIC STUDY , I I Management, Administration, Coordlnation 8 2, Compile
exlsting signa!; tlming plans (determine existing phasing) 3. Delermination of existing ped. Phasing and cycle lengths 4. Compile eXisting/projected AOrs and Turning Movement Counts
5. Determine projected AM and PM peak hour turning movements 6. Obtain Geometric Plans/Base Maps 1. Determine Clearance Times (Yellow/Ail-red) 6. Coordination for Railroad Preemption
2 9. SlGNAl2000 Analysis "lOS and Phase Determination NOSTOP and SIGNAL2000 -Cycle Length for Prog. TRANSYT-7F Analysis -Offsets SummalY PhasingITiming lI!ustration of Preemption phases
􀁾􀀠Phase II lUustratron of Preemption phases. .. Phase III Technical Memorandum 1 2 2 4 2 6 8 6 4 4 4 4 2 6 8 10 8 24 4 12 20 24 16 16 8 8 12 12 $4,000 20 
07/10/01 TUB 14:44 FAX 972 488 8080 Terra-liar. Inc. 􀁾􀀰􀀰􀀲􀀠Consulting Engineers. Geotechnical. Environmental. ConstNetion Materials Testing DALlAS • FORT WoRTH. HOUSTOII. AUSTIN.
LONGVIEW July 10, 2001 TMI Proposal No.: POl-1538DN 1 Mr. Jerry D. Holder, Jr., P.E. Director ofCapital Projects HNTB COIporation 14114 Dallas, Parkway, Suite 630 Dallas, Texas 75240
TeJ; 972-661-5626 RE: Proposal for Phase I Environmental Site Assessment Automotive Facility, South.easl Corner, Intersection ofAddison Rd. and Arapaho Rd. Addison, Texas 􀁾vi Dear Mr.
Holder: At your request, Terra-Mar, Inc. (TMl) 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 ofsc:rvicc:s and presents our estimated compensation and schedule to perfonn the work. PROJECT BACKGROUND The property subject to this investigation is currently
an active automotive repair facility located at the southeast 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 ofthe above-referenced property prior to acquisition of the property for the Arapaho Road ExtensionPhase III project. PROPOSED
SCOPE OF SERVICES PHASEIENVIRONMENTAL 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 regulatorylhistorica1 review and visual inspection ofthe 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 􀁾􀀠
·07/10/01 TOE 14:45 FAX 972 488 8080 Terra-liar. Inc. 􀁾􀀰􀀰􀀳􀀠TERRA-MAR of Work. . TMI's scope of services and report format incorporate the criteria established by ASTM·l527-00, and
the ESA will be peIformed in general conformance with this standard. On-Site Assessment Our environmental assessment persqnnel will conduct a walk-through of the property. The site inspection
will cover the following visual activities related to: .. Areas ofpotential contamination; .. Areas of visible contamination; • Observed adjacent properties; • Site boundaries; • Chemical
storage or dispensing activities; • Geological and hydrogeological characteristics ofthe site; • Apparent and unusual topographical changesj .. Site operations; .. Grounds management;
• Waste storage/management practices; . • Proximity ofsurl'ace 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 storagelhandling 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 :t:adii
have either past or present potential/documented environmental conditions: • U.S. EPA'S CERCLIS list ofsites potentially contaminated with hazardous waste; • The National 􀁾􀁯􀁲􀁩􀁴􀁩􀁥􀁳􀀠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 (lNRCC) lists of State Superfund Sites, Registered and Leaking Underground
Storage Tanks. Spill Incidents and Accidents, and Municipal Waste Registration List. J:IIlN\PROPOSALI2001IP01·153!lIlNlPhl pll:)j)O$lll.doc 
07/10/01 TUB 14:45 FAX 972 488 8080 Terra-Mar, Inc. IaJ 004 TERRA-MAR Additionally. TMI will ,eview a SO-year chain of title, historical aerial photographs, city directories, building
permits, and Sanborn maps, ifavailable. 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 geologid hydrogeologic setting of the site. 􀁉􀁾􀀠available, we will inteI:View persons ",1th 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 obseI:VatioIl5, findings, conclusions, and recommendations. Figures, maps, photographs
and other referenced documentation will be appended to the final report .. TMI will provide three (3) copies ofthe final report. SCOPE LIMITATIONS The following tasks are not included
in the above scope of services, but can be providcd at an additional cost ifl.leeded: • Additional file acquisition, research, or investigation into listed facilities discovered on adjacent
properties during the performance of the regulatory review; • Sampling ofstored materials/waste; • Sampling and analysis of soils or groundwater or potential lead-based palnt 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 ofservices on a :fixed fee basis. 
07/10/01 ruE 14;45 FAX 972 488 8080 Terra-Mar, Inc. IaI 005 TERRA-MAR PROJECT SCHEDULE TMI proposes to initiate environmental investigation activities within 24 homs following receipt
ofclient's written pmnission to proceed. Field activities will be completed in two working days. TM] will complete and submit our draft Phase I report within .15 business days following
notifiCiltion to proceed. PAYMENT Payment for services is requested within 30 days ofdelivery ofTMI's report. PROPOSAL ACCEPTANCE TMI appreciates the opportunity to submit this proposal.
Executing the Proposal Acceptance Agreement (PM) and Faxing to TMI at (972) 488-8080 can indicate formal acceptance, arid . will constitute TM]'s Notice to Proceed. TMl's experienced
engineers and scientists are committed to meeting your needs. We look forward to serving you on your projeet. Respectfully submitted, Terra-Mar, Inc. 􀁾􀀧􀁦􀁷amesR. Caw Vice President,
Environmental Services J:\ON\PROPosALI2OO1\POHS3&lN\Pll1 P"'II".al.GOC 
EXIDBIT B -Additional Services not included in proposal Design of Pedestrian Link /Trail • HNTB is currently doing a study for the Owner to detennine the route and location of a Pedestrian
Link /Trail along the north side of Arapaho Road. After this study is done, it is anticipated that a supplemental agreement will be made to design the facility and its amenities along
the roadway corridor. Traffic Signal Coordination Timing Plans -Final Timing • Progression analysis should be refmed 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 P ASSERII-90 software. 􀁾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 plans fur existing structures along the corridor. The necessary plans and specifications
for the demolition of these structures is not included in this scope ofwork. Construction Observation • It is anticipated the Owner will require assistance with construction observation
throughout the construction duration. For this proposal it is assumed that assistance will be provided on a half-time basis, or 20 hours per week throughout the duration of a 12-month
construction schedule. The Engineer's construction representative will perform services nnder ? supervision and at the direction of the Owner's construction inspection staff."'" J!J/The
followmg taskS would be performed by this task. Based on today's rates, the total estimated fee for this service would be $86,425. » 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 m Engineer's offices for the administration ofthe contract documents. » The Engineer's construction representative shall assist in working
with the Contractor to address RFl'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 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 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. Coordination witb tbird-party for bridge Aestbetics • If the Town of Addison chooses to have a third party design the aesthetic treatments for 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 mueh time it would take for coordination between the
Engineer, for the design of the structural elements, and the third-party, for the design of the aesthetic elements. This estimate is fur meetings with the third party, infonnation sharing,
transfer of files (electronic, including CAD), notes and sketches, and meetings with the Town to incorporate ideas into the bridge. TIlls 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. A more detailed estimate can be provided once more infonnation is known. 
! 􀁾􀀠A-ti 􀁾􀁉􀁉􀂣􀀢􀀢􀁾􀁙􀀠cD { [HI",.., (,vC eft (7# 1M7€' . "'1'1 flO{AI ffi t-e/-17/-e pe [)e J1lJi4-tV 1 AGREEMENT I ; Ire 1J341(, {Iv 1fl we. s:(}Z..<!(/J.1U)'e 􀀵􀀭􀁴􀀧􀁴􀀿􀁾􀀠􀀢􀁔􀁅􀁈􀁎􀁉􀁇�
�􀁉􀁎􀁅􀁁􀁇􀁅􀁒􀁅􀁒􀀬􀁾􀁍􀁅􀁡􀁮􀁤􀁎􀁔􀁴􀁨􀁥􀀠􀁔􀁩􀁳􀁯􀁷􀁭􀁮􀁡􀁤􀁯􀁥􀁦􀁁􀁢􀁾􀁤􀁡􀁮􀁬􀀧􀁳􀁯􀁤􀁮􀁢􀁾􀀺􀀺􀁮􀁨􀁈􀁎􀁥􀁲􀁥􀀻􀀺􀁂􀁡􀁦􀁴􀁃􀁥􀁲􀁯􀁣􀁲􀁰􀁡􀁬􀂰􀁬􀁲􀁥􀁤􀁡􀁾􀀿􀁏􀁮􀁗􀁎􀁅􀀧􀀠)J i &
50􀁨􀁥􀁲􀁥􀁒􀁩􀁾􀁦􀁴􀁥􀁲called , , , a. . fC[ WHEREAS, Owner desires Engineer to perforrn certain work set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed
a willingness to perforrn 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 perforrned 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 of the preparation. ofplans
and specifications for bidding and construction of Arapaho Road Phase ill from Surveyor Boulevard to Addison Road (the Project). The project will be a 4-lane reinforced concrete roadway,
with turn lanes at Surveyor 􀁂􀁯􀁵􀁬􀁾􀁶􀁡􀁲􀁤􀀠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, storrnwater, water, wastewater,
landscaping, irrigation, traffic signals, construction sequencing, sigrring and striping; bid document originals; record drawings; and coordination with franchised utilities, the Town
of Addison, and applicable agencies. ll. 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 PS&E 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 I. Prepare final construction drawings. (Scale I" = 20' Horizontal and 1" = 5' Vertical except as noted.) The plans will be
designed to meet ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes c. Quantity Sheets d. Removal Plans 􀁾􀁥􀀬􀂷􀀭􀂷􀁒􀀭􀁏􀀭􀁗Plans f. Typical
Sections g. Construction Phasing (Scale I" = 40') h. Survey Control 1. Utility Relocation Plan j. Paving Plan and Profile Sheets k. Paving Details l. Signing and Striping Plans (Scale
I" = 40') eErosion Control Plans n. Grading Plan o. Driveway and Special Grading Sheets Drainage Area Map (Scale 1" = 1 00') q. Storrnwater Plan and Profile Sheets s. Roadway Cross Sections
t. Street Lighting Plan 2 
2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 􀁦􀁯􀁾(tf-) /􀁾􀁦􀁩􀀯􀀻􀀠4. Submit furee (3-) sets of plans for review to the Owner for Wlo review, 95% review,
and 100% (final). 5. Incorporate Owner's review comments into plans" JtF-r8l' MCff 􀀮􀀾􀁶􀁳􀀢􀀧􀁬􀁲􀁲􀁾􀀠B. Streetscape -(lPri w&'P Engineer's understanding is the Project will consist
of right-of-way sEY 􀁦􀀧􀁾􀀬􀀩􀀮􀁥􀀠improvements for Arapaho Road from Surveyor Boulevard to -¢' $ 'be 􀁾􀁾􀀠\ Addison Road. The current R.O.W. will be widened in some areas " v€t'.
ur,IJ· allowing for additional landscaping. The proposed streetscape "",v.. 􀀮􀁁􀀱􀁾􀀠f) r;e, improvements shall respond to and complement the existing i 􀁾􀀠• 􀁾􀀠landscape and hardscape
elements currently used in the Arapaho 'I. 􀀮􀁾􀀠Road R.O.W. from the North Dallas Tollway to Addison Road. "U" 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 I programming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master plan for
Phase m. b. Based on initial programmatic meetings with the Owner, 1;1. oJI'" Engineer will proceed with site development concepts to l.\orl qfft .;, develop a schematic landscape master
plan. Schematic 􀀡􀁴􀁾.p;{, Slo design plans will be drawn at a scale sufficient to 􀁥􀁸􀁰􀁾􀀠􀁦􀀧􀁜􀁴􀀡􀀱􀀮􂂬􀁾􀁾design intent. The drawings to be produced will be 􀁾ym2-􀁾􀀠to rendered
site plan and necessary cross sections and enlarged 􀁾􀀧􀀨1.1'<") fJ) plans as required to explain design intent. ' 􀁜􀁾􀀮􀁮􀁩􀀮􀀡􀀢􀀧􀁾􀁾_--=---'=--""'---=-____􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀢􀁾􀀮􀁊􀀨􀀧􀀢􀀠􀁾􀀠\
Engineer will meet with the Owner to present tjJ.e schematic ..J -( \,,' 'lOt!-, pfI..J.,landscape master plan and will receive comments from staff 􀁾􀀮at;;>" '\ 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 only-circuiting by others) • 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, ifrequired. • Site lighting (location & fixture type; circuiting by others) • 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 oplillon 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. Bidding and Negotiation a. Engineer will prepare a list of qualified potential subcontractors
who can perform the work. b. Engineer will prepare addenda as may be required during the bidding or negotiating process. c. Engineer will assist the Owner in the evaluation and assessment
ofbids or negotiated proposals. d. Engineer will propose and/or evaluate value engineering and substitutions with respect to cost implications and effect on quality and/or scope ofthe
work. 5. 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 proj
ect and keep logs for submittals. c. Engineer will review and prepare responses to questions, clarifications and information requests submitted by the subcontractor. Clarification and
information requests will be logged and copied to the Owner. d. Engineer will prepare a punchlist of the completed work and coordinate the list with the Owner. The punchlist will identify
items needing correction, deficiencies in the works and damage. e. Engineer will review the completed punchlist items with the contractor and issue a notice ofcompletion to the Owner.
" ; . f. 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 5 
construction developed for the proj ect 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. ¢)It-e • 0 . "'f ,.4(iae. yJ JlJrrigation design and construction documents
____ {ffi" ,;;0 v 7 .<'!w> 􀁾􀀠0<1 V III if,,,'\". 􀁾􀀠􀁻􀁖􀀵􀁾􀁒􀀠C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 25 half-size sets ofplans and bid documents.
3. Attend pre-bid meeting. 4. Prepare necessary addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder for the award ofthe construction contract.
f pe.ep«-"'1 I 􀁾􀁾􀁾􀀮􀀮􀀼􀀮􀁥􀀮􀀠J (J-Ne(;;g D. Construction Administration 1. 􀁐􀁲􀁯􀁯􀁖􀁩􀁤􀀢􀁥􀁾􀁦􀀠ll-size sets ofplans for Owner and Contractor. 2. Attend pre-construction meeting.
3. Respond to Requests for Information. 4. Review submittals, as required by the contract documents. 5. Attend final inspection. ( flie p,M<e j?VA/r;H <-Ill 6. Prepare mylar record drawings
and electronic files. 6 
ilL Detailed Scope of Additional Services A. Snrveying 1. 2. 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 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 Borinl:(s 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 of6 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-spoonymplers, 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 7 
from the auger cuttings. Texas Cone Penetrometer (rCP) 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'V 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 aligmnent 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. ,..; /tv' '!1-1 eIV Ii (,y􀁾􀀴􀀡􀀮􀀠1P /).$Tt'lt , Owner shall 􀁾coordinate'Ilght-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. The drilling operations will proceed in a manner that will reduce the potential of damage to underground utilities. Owner shall provide any information regarding
any existing underground utilities that are present on-site prior to Engineer beginning the field work. Engineer will coordinate underground utility line clearance with the Texas Excavation
Safety System, the Owner, and Dallas Area Rapid Transit (DART). However, Engineer will not be responsible for damage to underground utility lines that are not properly identified by
the Owner 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 encoimtered 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
8 
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 followlllg: .,., 1""4""""" /a. Logs ofborings in TxDOT "WinCore2" format, laboratory test results, borehole water level observations, and a plan ofborings. b. Reconunendations for
design of drilled shaft bridge foundations, including allowable bearing resistance, estimated depth of bearing stratum, and estimated foundation settlement. c. Reconunendations for design
of MSE retaining wall foundations that will include allowable bearing pressures, sliding resistance, global stability, and estimated settlement. d. Reconunendations for design of the
box culvert, including equivalent fluid pressures and allowable bearing pressures. e. Reconunendations 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 reconunendations 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. Reconunendations for pavement subgrade
preparation. h. Reconunendations for Portland cement concrete pavement sections. Owner will arrange to provide the anticipated traffic loading for use in our analysis. i. 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 oftraffic signals.![lilt
'TfHZ <IV i{#-"T' f􀁾a:-r L-i"'(11. ,/9 
b. Traffic Signal Data Collection 1. Collect AM peak period (7:00 -9:00 AM) and PM peak period (4:30 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 ill for the AM and PM peak hours. Prepare base maps for Phase II and Phase ill illustrating the existing peak hour
turning movement counts, intersection geometrics, speed limits, distsnces between intersections, percent trucks, PHF, and existing traffic signal phasing. Compile the existing 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 -West Segment 1. Analyze the three signalized intersections in West Segment, 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 NOS
TOP than originally assumed. • TRANSIT-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 MOE 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 teclmical assistance and plan review for traffic signal timing plan for Arapaho Road from Marsh 10 
Lane to Surveyor Boulevard and Marsh Lane from Beltline Road to Arapaho Road. d. Initial Traffic Analysis -East Segment l. Analyze the six signalized intersections in Phase III East
Segment, 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: • 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 fur Arapaho Road. • !RANSYT -7F -This program will
be used to combine the two P ASSERII runs and fine-tune the offsets for higher volume turning movements (minimize system delay). Summarize the results with MOE tables and phasing/timing
diagrams. lllustrate 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 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 ExhibitB. 11 
D. Phase I Environmental Site Assessment See Exhibit A for detailed description. E. Construction Inspection See Exhibit B for detailed description. 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 $595,457.00. 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 services to complete construction documents shall be completed within 15 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. Ifsuch delay is in excess
of 60 days on any one occnrrence or a cumulative delay of over 180 days, Engineer shall have the right to 12 
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 shaH 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 ofany 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 fur 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, computerfiies, estimates, surveys, other
data 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, indenmify and
hold harmless the Engineer, their officers, agents, servants and employees (hereinafter individually and collectively referred to as nIndenmitiesn), 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 fumish
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 of this Agreement fur 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 13 
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 ofservice 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 than $1,000,000.00. 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. 14 
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 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. 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, supplies, transportation and management costs incurred by Engineer in
performing this Agreement. 15 
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 mnnicipal laws, ordinances, regulations, safety orders, resolutions and building codes applicable to services to be perfonned 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: • Tenninate this Agreement and be relieved of the payment of any further consideration to Engineer except for all services detennined by Owner to be satisfactorily
completed prior to tennination. Payment for work satisfactorily completed shall be for percentage of completion by Engineer through such date of tennination. In the event of, of such
tennination, 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 ofthis 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. 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 perfonnance 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 perfonnance of such services. SECTION
16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution by and between Engineer and Owner. 16 
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 ofany 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: ENGINEER: TOWN
OF ADDISON, TEXAS HNTB CORPORATION By By Ron Whitehead, City Manager Benjamin J. Biller P.E. 5300 Beltline Road Vice President, Central Division P.O. Box 144 14114 Dallas Parkway, Suite
630 Addison, Texas 75001-0144 Dallas, Texas 75240-4381 Witness: Witness: 17 
EXHIBIT A ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL • JULY 2001 Basic Services Final Design Paving, Drainage, and Ulilities $97,780 Streetscape $17,262 Bidding
and Contract Award $6,414 Construction Administration $8,930 Direct Labor Cost Phase III Basic Services $130,386 Indirect Labor, Overhead $200,665 HNTB Engineering Subtotal $331,051
Profit and Contingency $49,658 Out-of·Pocket Expense $6,500 HNTB Subtotal Fee, Basic SeNices $387,209 GBW See GBW Proposal $125,608 Basic Services Fee $512,817 Additional Services Surveying,
See ARS Inc. Proposal $10,511 Geotechnical, See TerraMar Proposal $33,125 Traffic Engineering $36,354 Phase I Environmental Site Assessment, See TerraMar Proposal $2,650 Subtotal Fee,
Additional Services $82,640 TOTAL FEE FOR SERVICES $595,457 Ph3CostSumm.xls 
ARAPAI-IO ROAD EXTENSION "I'f .􀂣􀁙􀁁􀀧PHASE III • PS&E 􀀬􀀬􀁾􀀠I SURVEYOR BOULEVARD to ADDISON ROAD " '/bit s.tr,."eit:.􀁾􀀠ESTIMATE OF MANHOURS 1-1 1/"-, J<' IFINAL DESIGN· PAVING,
DRAINAGE, AND UTILITIES l 􀁾􀀬􀀠rP i,( v? f ________________________􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀁟􀀬􀁾􀁾􀁏􀀠N£ r-B. Gene",1 Noles C. Quanti'" Summary Sheels D, UGlily Relocations E.
Typical Sections F. ROyy Map-Temp6ia, 1 CeflsittJction Easements'G. CIlIlslruclion SequencingITraffic Control H. Plan and Profile Sheels I. Paving, Sidewalk. lntersection, Misc. Details
J. Driveway Detail, Special Grading Sheet K. Striping Plan, Details L. Signing Plan, Details M. RR Gmde Crossing Plan, Details, Coordination 40 N. Street Lighting Plan, Details 12 O.
Removal Sheet P. Bid Quantities Q. Opinion of Probable Cost i R. QAlQC 􀁾􀀠B. Drainage calculations C. Drainage Area Map D. Details 16 24 16 80 120 4 20 16 ®8 8 16 80 80 48 40 16 40
􀀱􀁾􀁴􀀠g4, 24 160 􀁾􀀮􀀠40 16 40 200 100 80 80 40 32 32 16 J6 t> 􀁦􀁴􀀱􀀢􀂷􀁾􀀠s,j¥II1􀁴􀁕􀁾􀀠\ 􀁶􀁴􀁾􀀬􀀬􀀠
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -siREETSCAPE I A. Prepare Construction Documents B. Prepare Tect,"ical Specifications
C. Prepare RevIsed Op!nion of Document A B. A. Klckoff Meeting B. Review SUbmittals; Tag Trees C. Review Information Requests D. Review Work Progress E. Prepare Punchlist F. Punci1list
Review 16 8 B 40 120 8 16 4 4 4 4 8 8 4 16 4 B 4 4 16 24 8 12 8 40 4 16 4 40 16 8 4 B B 8 4 /
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAO ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD Prepare 25 Half-Size Sets of Plans & Bid Documents Attend Pre-Bid
Meeting D. Prepare Addenda & Respond to Bidder's Questtons E. Attend Bid Opening\ Review Bid Docs\Prepare Bid Tab F. Recommend a Bidder to the Town of Addison 2 
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MAN HOURS FINAL DESIGN· GBW ENGINEERS, INC. Project Engineer Tech Project Meetings/Management 60
Utility Coordination 8 4 40 Drainage Plans/Profile 8 16 40 Drainage Calculations 8 16 24 Drainage Area Map 4 8 24 Utility Relocations 8 16 40 Construction SequencelTraffic Control 8
16 40 Striping 4 8 24 Storm Water Pollution Prevention Plan Traffic Signal Drafting 8 Details 4 8 16 Bid Quantities 4 8 24 24 16 4 8 16 16 48 16 8 24 8 Direct Labor Cost $35,728 Indirect
Labor. Overhear (1.8775) _.....,:$;;.,;6""7"'.0""'79:Subtotal $102.807 Profit and Contingency $15,421 Surveying Expense $4.880 Direct Expense 􀁟􀁾􀁾􀀤􀁾􀀲􀀮􀁾􀀵􀁾􀀰􀀰􀁾􀀠TOTAL FEE (GBW)
$125.608 
􀁡􀁾􀁾􀁾􀁾􀀻􀀡􀀻􀀺􀁾􀁾􀀬􀁦􀁯􀁲􀀠15 TCEs ru with PCs and PTs ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· SURVEYING·
ARS ENGINEERS, INC. Expenses Additional Services· Surveying D. Locate Bore Hotes and Vertically E. Additional Survey Shots at Midway Road F. Project Management and Adminislration G.
Three Each Plats and Electronic Files $224 $10,511 Expenses Map/Deed Copies $0 Mileage $94 Reprographics (Copies & Plots) $50 Delivery/Courier Service $30 Misc. Field Expenses $50 Total
Expenses· $224 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD 10 ADDISON ROAD ESTIMATE OF MANHOURS ADDmONAL SERViCES· GEOTECHNICAL INVESTIGATION Project Manager Senior Engineer Project Engineer
Design Engineer CADD Clerical Task:?:•.-􀁁􀁤􀁤􀁩􀁴􀁩􀀮􀁯􀁭􀁩􀁲􀁓􀁥􀁲􀀻􀁶􀁩􀁥􀁥􀁳􀀬􀁾􀀬􀀻􀀬􀀧􀀭􀁇􀁥􀁯􀁴􀁥􀁣􀁨􀁮􀁩􀁣􀁡􀁬􀀧􀀬􀁬􀁮􀁶􀁥􀁳􀁴􀁩􀀠atiO'n\5<. /Task 7 Total Hours HourlvRate Direct
Labor Cost Additional Service ... Geolechnicallnvesligalion $33,125.00 /, 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD 10 ADDISON ROAD ESTIMATE OF MAHHOURS ADDITIONAL SERVICES· TRAFFIC l/TUPY Project Senior Design HNTB Jack Gram Manager Engineer Engineer
Co-op Hatchell TraffIC A, Signal Design Layout 1. Preliminary Design I $5,000I I 2. Final Deskln $2,200I I I B. Traffic Signal Data Collection 1. Peak Period Turning Movement Counts
I I I I I I $799 C. Signa! Phasing and Timing Analysis 1. Project Management. Aclminisiration, Coordination -2. Compile existing signal; timing plans (determine existing phasing) 3.
Determination of existing ped. Phasing and cycle lengths 4. Compile existing/projected AOTh and Turning Movement Counts 5. Determine projected AM and PM peak hOur tuming movements 6.
Obtain Geometric PlanslBase Maps 7. Detennine Clearance Times (YeIJow/Ail-red) 8. Coordination for Railroad Preemption 9, SIGNAL2000 Analysis· lOS and Phase Delamination 10, NOSTOP and
SIGNA12000 -Cycle Length for Prog, 11, TRANSYT-7F Analysis -Offsets 12. Summary Phasing/Tlming 13. Illustration of Preemption phases -Phase II 14, Illustration 01 Preemption phases -Phase
III 15. Technical Memorandum 15, Biddlno and Award 01 Conlract/Review Task 8 To/al Hours HouiIy Rale Direct Labor Cos/Total Dlroct LaborandBtJrdM 8 8 102I 1 2 6 244 42 6 12 2 206 6 24
4 16 4 16 $4,0004 6 4 6 . 2 12 6 12 20 $500 􀁾􀀠10 55 162 20 $14,00554,00 $45,00 524,00 $799.00$540 $2,475 &4,368 $280 511,BOO $1,674 $7673 $13,541 $868 $11,BOO $799.00 Additional Servl,""
-Traffic Siudy $36,354 
07/10/01 TUB 14:44 FAX 972 488 8080 Terra-liar. Inc. I1!J 002 Consulting Engineers. Geotechnical. Environmental. Consl!UC1ion Materials Testing DALLAS • FORT WORTH. HOUSTON. AUSTIN.
LONGYlEW July 10,2001 TMI PropOsal No.: POl-1538DN Mr. Jerry D. Holder, Jr., P.E. Director ofCapital Projects HNTB Corporation 14114 Dallas, Parkway, Suite 630 Dallas, Texas 75240 wtS{/UiR-..
Te); 972-661-5626 􀁾􀁏􀀠RE: Proposal for Phase I 􀁅􀁾􀁮􀁴􀁡􀁬Site Assessment Automotive Facility, Southeast orner, 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 ofservices 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 southeast comer of the intersection intersection of Addison and Arapaho Roads, in Addiscn, Dallas, County, Texas. It
is our understanding that HNTB is requesting a Phase I Environmental Site Assessment ofthe above-referenced property prior to acquisition of tha property fur the Arapaho Road ExtensionPhase
III project. PROPOSED SCOPE OF SERVICES PHASEIENVIRONMENTAL SITEASSESSMENX Terra-Mar, Inc. (TMI) will provide the professional services required to identifY the presence of recognized
environmental conditions at the site by perfurming a regulstorylhistorical review and visual inspection of the site for the presence or evi!lence of hazardous substances on or near the
property. The Phase I ESA services to be provided by TMI are described in the following Scope 
07/10/01 TOE 14:45 FAX 972 488 8080 Terra-Mar. Inc. 􀁾􀀰􀀰􀀳􀀠TERRA-MAR of Work. 'TMI'5 scope of services iUld report format incorporate the criteria established by ASTM-1527-00, iUld
the ESA will be performed in general conformance with this standard. On-Site Assessment Our environmental assessment persqnnel 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 ofsurface 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 tQ include collection of up to 30 bulk samples for PLM analysis; seJlarate 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 envirorunental conditions: v • U.S. EPA'S CERCLIS list ofsites potentially contaminated with hazardous waste; • The National Priorities List
(NFL) ofsites 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 Natutal Resource Conservation Commission ('INRCC) lists of State Superfund Sites, Registered and Leaking Underground
Storage Tanks, Spill Incidents and Accidents, and Municipal Waste Registration List. J:IONIPROI'OSAl12001IPD1·1538llNV"hl 􀁐􀁲􀁯􀁰􀁯􀁳􀀦􀁾􀀢􀀠
07/10/01 TUE 14:45 FAX 972 488 8080 Terra-Mar. Inc. 1ilI004 TERRA"MAR Additionally, TMI will review a 50-year chain of title, historical aerial photographs. city directories. building
permits, and Sanborn maps, ifavailable. We will review available USGS topographic maps ofthe site area to estimate local topography, and we will review selected maps and documents pertinent
to knowledge about the geologicl hydrogeologic setting of the site. I{ available, we will interview persons with specific relevant knowledge ofthe site. REPORT Following our site visit,
historicallregulatory reviews and interviews, we will prepare a report for the site, detailing our observations, findings, conclusions, and recon:unendations. Figures, maps, photographs
and other referenced documentation will be appended to the final report TMI will provide three (3) copies ofthe final report. SCOPE LIMITATIONS The following tasks are not included in
the above scope of services, but can be provided at an additional cost ifueeded: • Additional file acquisition, research, or investigation into listed facilities discovered on adjacent
properties during the performance of the regulatory review; • Sampling ofstored materials/waste; • Sampling and analysis of soils or groundwater or potential l"ad·based paint containing
surfaces; • Disposal ofany contaminated surface or subsurface soils or groundwater; • Area delineation and quantification ofany 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
/' Tl\.1l will provide the presented scope ofservices on a fixed fee basis. r J:\ON\F'ROPOSAlI2OO11P01·1538DNlPhl proposal,doc 
07/10/01 TUB 14:45 FAX 972 488 8080 Terra-Mar. Inc. 􀁾􀀰􀀰􀀵􀀠TERRA-MAR PROJECT SCHEDULE TMI proposes to initiate envirorunental investigation activities within 24 hours following receipt
ofclient's written permission to proceed. Field activities will be completed in two working days. TM! will complete and submit our draft Phase I report within 15 business days follo-wing
notification to proceed. PAYMENT Payment for services is requested within 30 days ofdelivery ofTMI's report. PROPOSAL ACCEPTANCE TMI appreciates the opportunity to submit this proposal.
Executing the Proposal Acceptance Agreement (PAA) and Faxing to TMI at (912) 488-8080 can indicate formal acceptance, and will constitute TW'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. Terra-Mar, mc. 􀁾􀁉􀁫amesR. Gaw Vice President, Environmental
Services J:\llNIPROPOSALI2OO1IPOj·1536CNIPhl 􀁾􀁤􀁏􀁃􀀠
-----------------------EXHIBIT B -Additional Services not included in proposal Design of Pedestrian Link I Trail • HNTB is currently doing a study for the Owner to determine the route
and location of a Pedestrian Link I Trail along the north side of Arapaho Road. After this study is done, it is anticipated that a supplemental agreement will be made to design the facility
and its amenities along the roadway corridor. 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 PASSERll-90 software. The traffic counts and progression analysis would be done
through a Building Demolition Plans • There are three known locations that will require demolition plans for existing structures along the corridor. The necessary plans and specifications
for the demolition of these structures is not included in this scope ofwork. J 􀁃􀁯􀁮􀁳􀁴􀁾􀁴􀀻􀁩􀁯􀁮􀀠Observation F"'-Lv '1<'.(j rPIe-M.(!" • "it is anticipated the Owner will require
assist ce with cons 1fi!>;'11 4 observation throughout the construction duration: For this propo It IS 􀁾􀀬􀀮􀀮􀀢􀁴􀀻􀀠assumed that assistance will be provided on a ime basis, or-. ours
per /r 0-1Jt:-week throughout the duration of a 12-month construction" schedule. The t'Vv.1' -reP Engineer's construction representative will perfonn services under lA ""/fA!, 􀁾􀀠.l!iup'ervision
and at the direction of the Owner's construction inspection staff . .􀀯􀁬􀀨􀀯􀁾􀀠􀁾􀀮􀀮􀁵􀁬􀁲􀁔􀁨􀁥􀀠􀁦􀁯􀁬􀁉􀁯􀁷􀁾􀁧􀀠tasks would 􀁾􀁥􀀠􀁰􀁥􀁲􀁾􀁯􀁮􀁮􀁥􀁤􀀠by this las . 􀁾';'7f"f 􀀨􀀮􀁄􀁾􀀮􀀮􀀮􀀠.
. .., .. . JW H[ '"':CT n/te/' ..<Ii'" Ii. .;; .... ,;.J-:/r }> Monitor construction activities including office on-site observations duringee-' f'I\ 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. p(fJZpt1le""l p;e(NC( 􀁰􀁾􀀠(rvS ftt:.TloV "F e Rrf? f€/7 77 u;,.".,-IZ'CfN'tV f !CeCA
Tr:'JI 􀁵􀀾􀁾􀁴􀀾􀁴􀁶􀀼􀀢􀀭􀁕􀀠/
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 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 ofpercent completion. Prepare preliminary and fmal 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. Coordination with third-party for bridge Aesthetics • If the
Town of Addison chooses to have a third party design the aesthetic /treatments for 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, for the design ofthe structural elements, and the third-party, for the design
of the aesthetic elements. 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. A more detailed estimate can be provided once more information
is known. , 7 􀁾􀀠􀁾􀀠7-r;'" 
'i<J!fJ 1I-1'lum./Itn-kllJ(I'I : I􀁾Ii i =JARCIIITECTS ENGINEERS PLANNERS Snit!! J()(f November 13, 2001 "";O!H (';-':1(;(,,"56.16 mx (97;/) 66f."i(,1·J 􀀱􀀡􀀧􀁗􀁉􀁉􀁾􀀢􀁬􀁬􀁴􀁬􀁊􀁟􀁣􀁮􀁭􀀠Town
of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Z. Chutchian, P.E. ARAPAHO ROAD PHASE 11I -SCOPE AND FEE Dear Steve: Attached please find one
original and one copy of the revised scope and fee for the referenced project. The updated man-hours represent a decrease in the engineering fees of over $36,000 from our previous submittal.
As we discussed, there are several items that have both increased and decreased the fee during this revision. These items include the following: • Pedestrian Hike/Bike Trail (added)
• Irrigation Design (added) • Engineering man-hours (reduced) • Third-Party Coordination (added) • Surveying (changed to add 50' staking) We are returning your marked up agreements for
reference, along with an opinion of probable construction cost per your request. If you you compare our engineering fee to the construction cost (without the bridge), it calculates to
be less tnan 5.5%. We trust this revised scope and fee meets with your approval. If so, please sign the original and return to us. We are excited about working with you and your staff
on this new phase of the project. Very trul y yours, HNTB CORPORATION 􀁴􀀻􀁴􀁴􀀺􀁰􀁊􀀮􀁾􀁈􀁲􀁯􀁬􀀱􀀱􀁴􀀠tor of Capital Projects JDHldsl Enclosure TlJe HSrl> 􀀨􀀺􀀯􀀩􀁭􀁬􀁊􀀨􀁉􀀱􀀡􀁉􀀢􀁾􀀢􀀠OFfl<'F$
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􀁾􀁜􀀢􀀢􀁉􀁯􀀮􀀬􀁛􀀠<:.\, 􀁾􀁬􀀡􀀠􀁾􀁉􀁔􀁬􀁜􀀧􀀠\\,\ 􀀢􀁉􀀧􀀮􀁜􀁾􀀡􀁉􀀧􀁜􀀮􀀠FI lUl.rllO.OIl \\ \)"[, \1 \\ 􀁜􀁾􀀩􀁉􀁜􀀢􀀨􀀻􀁔􀁏􀀢􀀢􀀮􀁉􀁊􀀨􀀧􀀠 25768 
TOWN OF ADDISON, TEXAS HNTB I GBW Engineers 11/13/01 ARAPAHO ROAD EXTENSION FROM ADDISON ROAD TO MARSH LANE ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST OPTION 5C -􀁓􀁕􀁒􀁖􀁅􀁙􀁏􀁾BLVD.
TO ADDISON ROAD -Phase 3 ITEM NO ITEM DESCRIPTION UNIT QUANTITY ENGINEERS ESTIMATE ROADWAY UNIT PRICE AMOUNT 100 PREP. & MAINT. OF RIGHT-OF-WAY STA 59.5 $ 2,750.00 $ 163,735.00 104 REMOVE
OLD CONCRETE (PVMT.) SY 500 $ 3.85 $ 1,925.00 110 EXCAVATION (ROADWAY) CY 7,000 $ 3.50 $ 24,500.00 132 EMBANKMENT (ORDINARY COMPACTION) CY 34,000 $ 9.50 $ 323,000.00 260 LIME TREATED
SUBGRADE (6 in) (Mainline) SY 24,200 $ 3.30 $ 79,860.00 360 CONCRETE PAVEMENT (10 in) (Mainline) SY 23,200 $ 34.20 $ 793,440.00 360 􀁍􀁏􀁎􀀨􀀩􀁾􀁉􀀺􀁲􀁈􀁉􀁃􀀠CURB (TYPE A) (6 in) LF
11,500 $ 2.25 $ 25,875.00 423 RETAINING WALL (CAST IN PLACE) SF 21,000 $ 35.25 $ 740,250.00 500 MOBILIZATION LS 1 $ 100,000.00 $ 100,000.00 502 BARRICADES, SIGNS AND TRAFFIC HANDLING
LS 1 $ 100,000.00 $ 100,000.00 666 REFLECT PAVE MARKINGS LF 25,000 $ 1.75 $ 43,750.00 • LIGHTING LIGHTING LF 5,400 $ 38.50 $ 207,900.00 . TRAFFIC SIGNALS (PER INTERSECTION) EA 1 $ 132,000.00
$ 132,000.00 RAILROAD SIGNALS, CROSSING EA 2 $ 275,000.00 $ 550,000.00 681 TEMPORARY TRAFFIC SIGNAL 􀁾􀀠1 $ 11,000.00 $ 11,000.00 LANDSCAPING .00 $ 1,200,000.00 INLETS $ 2,750.00 $ 68,750.00
MANHOLES EA 5 $ 5,500.00 $ 27,500.00 LATERALS LF 1,180 $ 55.00 $ 64,900.00 24" RCP LF 3,000 $ 55.00 $ 165,000.00...􀁾􀁾... 30" RCP LF 1,310 $ 70.00 $ 91,700.00 36" RCP LF 500 $ 85.00
$ 42,500.00 6' X5' RCBC LF 260 $ 275.00 $ 71,500.00 7' X5' RCBC LF 400 $ 325.00 $ 130,000.00 9' X5'RCBC LF 500 $ 375.00 $ 187,500.00 2-7'X5'RCBC LF 800 $ 600.00 $ 480,000.00 2-9'X5'RCBC
LF 1,460 $ 775.00 $ 1,131,500.00 2-10' X6' RCBC LF 920 $ 875.00 $ 805,000.00 HEADWALL CONCRETE CY 30 $ 650.00 $ 19,500.00 REMOVE CONCRETE CHANNEL LINING SY 10,500 $ 11.00 $ 115,500.00
REMOVE/REPLACE CONCRETE CHANNEL LINING SY 1,100 $ 65.00 $ 71,500.00 OTHER UTILITY RELOCATIONS LS 1 $ 77.500.00 $ 77,500.00 RIGHT-OF-WAY LS 1 $ 2,750,000.00 $ 2,750,000.00 DEMOLITION
LS LS 1 $ 100,000.00 $ 100,000.00 SUBTOTAL $ 10,897,085.00 20% CONTINGENCY $ 2,179,417.00 M;\JOBSI25768Pl1a.e3\CONTRACTlprimecon\PS&E\(ConstructionEsI6%110401 .•lsI50-2001 TOTAL CONSTRUCTION
COST $ 13,076,502.00 
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 ofServices. 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 of the 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 turn 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;
fmal 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. ll. 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') I. 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 of Final 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 of right-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 I. Schematic Design
a. Engineer will attend a kickoff I prograruming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master
plan for Phase TIL b. Based on initial prograrumatic 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 iJlustrate 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 fur 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, ifrequired.
• Grading plan for the R.O.W. improvements • Enlarged intersection grading plan, if required. • Planting plan • Enlarged intersection planting plan, ifrequired. • Irrigation plan • Enlarged
intersection irrigation plan, ifrequired. • 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 I 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 fOf the streetscape project and keep logs for submittals. c. Engineer will coordinate the preparation of record drawings
with the landscape I 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 contractof. This will constitute the project close out ofthe 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 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 
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 geoteclmical 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 geoteclmical 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 Borill2s 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 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 CARS), the project surveyor, will stake the centerline of the roadway alignment to assist us in locating our borings in the ficld. Terra-Mar will then stake
the boring locations. The boring locations will be marked in thc field so that ARS can determine the boring coordinates and ground surfaee 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 ifrequired 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 existing underground
utilities that are present on-site prior to Engineer beginning the field work. Engineer will coordinate underground utility line clearance with the Texas Exeavation Safety System, the
Owner, Dallas Water Utilities, and Dallas Area Rapid Transit (DART). However, Engineer will not be responsible for damage to underground utility lines that are not properly identified
by the Owner prior to mobilization ofdrilling 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" format, laboratory test results, borehole water level observations, and a plan of borings. 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. e. Recommendations for retaining wall and box culvert backfill soil types, backfill
placement, and compaction. 8 
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 sub grade soils. g. Recommendations for pavement sub grade preparation.
h. Recommendations for Portland cement concrete pavement sections. Owner will arrange to provide the anticipated traffic loading for use in our analysis. I. Discussion of potential construction
problems, such as hard rock excavation, groundwater, and sub grade 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 perccnt trucks for each intersection. Balance
the traffic turning movcment 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 geometries, speed limits, distances between intersections, percent trucks, peak hour factor, and existing traffic signal phasing. Compile the existing traffic
signal timing plans to determine the existing traffic signal 9 
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 BeltlinelMarsh) utilizing an interactive process to provide coordinated traffic signal timings without
sacrificing level of service for the minor traffic movements. More specificalJy, 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 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, AddisonlLindberg, and AddisonlBeltline) 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: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that
aU movements operate at LOS D or better. 10 
• NOSTOP -With the green splits designed in SIGNAL2000, use this program to detennine 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. • PASSERlI 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. TIlustrate 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 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 Inspection See Exhibit B for detailed description. 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, 11 
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 30 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 ofCompensiliion 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
$589,790.00. SECfION 40 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 50 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 services to complete construction documents shall be completed within 10 months of Notice-Io-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
of60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to 12 
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 shaH
not be considered in default hereunder in delays are caused by reasons beyond its reasonable control. SECfION 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,
shaH 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 ofservice 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 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 13 
cause however, such shall be in accordance with section 14 hereof. In the event suspension or tennination is without cause, payment to Engineer, in accordance with the tenns of this
Agreement, will be made on the basis of services reasonably detennined by Owner to be satisfactorily perfonned to date of suspension or tennination. 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 tenninating 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 determined by Owner to be properly perfonned by the Engineer prior to such tennination date. Engineer may tenninate this
Agreement upon written notice to Owner in the event of substantial failure by the Owner to perfunn in in accordance with the tenns 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 oftime from the date of notice, Engineer may tenninate 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
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 ofnot less than $1 ,000,000.00. A signed Certificate of Insurance, 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 for 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 ofthe project. Owner shall
be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. 14 
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 "IndenmitiesH), 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 indenmify and hold
Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees of Engineer. 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. 15 
SECTION 12. ASSIGNMENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent ofthe other party. SECTION 13. APPLICABLE LAWS Engineer
shall comply with all federal, state, county and municipal laws, ordinances, regnlations, 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 oftermination. In the event of, ofsuch 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, umnitigatable 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. 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 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 by and between Engineer and Owner. 16 
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: ENGINEER: TOWN
OF ADDISON, TEXAS HNTB CORPORATION By By Ron Whitehead, City Manager Benjamin J. Biller P. . 5300 Beltline Road Vice President, Cen IVlSlon P.O. Box 144 5910 Plano Parkway, Suite 200
Addison, Texas 75001-0144 Plano, Texas 75093 Witness: Witness: 17 
ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL -NOVEMBER 2001 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 SelVices 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 Subtotal Fee, Additional Services TOTAL FEE FOR SERVICES
EXHIBIT A $86,848 $20,925 $4,952 $8,880 $121,605 $187,149 $308,754 $46,313 $7,300 $362,367 $124,918 $487,285 $12,876 $33,125 $36,354 $2,650 $17,500 $2,800 $102,505 $589,790 Ph3Cos!Summ110401,xls

ARAPAHO ROAD EXTENSION PHASE 111 • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FtNAL DESIGN· PAVING, DRAINAGE, AND UTILITIES B. General Notes C. Quantity Summary Sheets
D. Utility Relocations E. Typical Sections F. Construction Specifications and Contract Documents G. Construction SequencingITraffic Control H. Plan and Profile Sheets I. Paving, Sidewalk,
Intersection, Misc, Details J. DMveway 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. Removal Sheet P. Bid Quantities Q. Opinion of Probable Cost R. QA/QC S. Review Comment Revisions A, Drainage PlanIProfile B. Drainage calculations C. Drainage Area Map
D. Details Water Pollution Prevention 4 40 12 6 16 16 16 64 4 16 8 8 80 48 12 12 30 8 4 4 8 16 24 24 24 40 8 110 140 20 64 32 48 16 40 60 16 40 40 16 24 40 64 24 32 20 10 4 16 16 40
16 160 60 60 40 40 16 32 32 16 8 4 4 4 
2 ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MAN HOURS FINAL DESIGN -STREETSCAPE B. Prepare Technical Specifications C. Prepare Revised Opinion of
Probably Cost D. Construction Document A. Prepare List of Qualified B. Prepare Addenda C. Evaluate bid tabulation and recommend award B. Review Submittals: Tag Trees C. Review Information
Requests D. Review Work Progress E. Prepare Punchlist F. Punchlist Review G. As-Builts-Closeout 8 24 24 4 8 8 4 8 16 8 4 8 16 32 8 8 12 8 8 48 8 4 16 16 8 4 24 12 
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD B. C. D. i Prepare 25 Half-Size Sets of Plans & Bid Documents
2 Conduct Pre-Bid Meeting 3 Prepare Addenda & Respond to Bidder's Questions 16 Attend Bid Review Bid Bid Tab 2 4 16 8 3 2 24 24 16 24 8 8 
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS CONSTRUCTION ADMINISTRATION B. Provide 2 Full-Size. :> Half-Size Sets for Conttactor C
Conduct Pre-Construction Meeting 3 8 12 8 D Review Submittals E Respond to Requests for Infonnafion. F. Attend Final Inspection 2 2 16 16 3 40 16 4 
ARAPAHO ROAO EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to AODISON ROAO ESTIMATE OF MANHOURS FINAL DESIGN -GBW ENGINEERS, INC. Utility Coordination 4 40 Drainage Plans/Profile (1 )
16 40 Drainage Calculations 16 24 Drainage Area Map 8 24 Utility Relocations 16 40 Construction Sequence!Traffic Control 16 40 Striping 4 8 24 Storm Water Pollution Prevention Plan 4
8 24 Traffic Signal Drafting 8 8 Details 4 16 Bid Quantities 4 24 Bid Documents and Specifications 24 of Probable Cost 4 (1) Hydraulic Gradient will be shown. 16 160 60 40 120 180 100
85 96 48 16 8 24 Project Engineer Tech Operator Clerical 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 TOTAL FEE (GBW) _.$124;91:8 
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· SURVEYING· ARS ENGINEERS, INC. o oo 15 60 5 24 4 16 8 I $224 .Additional.􀁓􀁥􀁲􀁶�
�􀁣􀁥􀁾􀁳􀀠􀂷􀁬􀁬􀁾􀁩􀁙􀁥􀁹􀁩􀀬􀀡􀁧􀀠.. $12.876 .. Expenses $0 $94 $50 $30 $50 $224 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 Expenses MapiDeed Copies Mileage Reprographics
(Copies & Plots) Delivery/Courier Service Misc. Field Expenses.... Total Expenses 4 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· GEOTECHNICAL INVESTIGATION Hours 
oa/23/01 FRI 15:59 FAX 972 488 8080 Terra-Mar, Inc, @002 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 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 Boulellard 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 cuiliert will be on the order of 2 feet below
the pavement section. The box culYert inYert will extend approximetely 10 feet below the current site grades end 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 SERVIC.ES Our services
for this project will include a field investigation, laboratory testing and engineering analysis In order to dellelop recommendations to guide design and construction of Arapaho Road.
A description of our proposed scope of services is presented below. 1105(1 Ables Lan., Dallas, T8X1I,. 7$229 Ph.....: 972-488-8800 Fa,,' 1172-488-8080 
03/23/01 FR! 16:00 FAX 972 488 8080 Terra-Mar. Inc. IaI 003 TERRA-MAR Mr. Jerry O. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01-15470E March 23, 2001 Page 2 Field Investigation
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 I Total Number of Borings Bridge ! 7 Retaining Walls and Box Culvert ! 14 Pavement I 4 The bridge borings will be advanced a depth of 20 feet into unweathered gray
limestone. The bridge borings are 􀁴􀁨􀁥􀁲􀁥􀁦􀁯􀁮􀁾􀀠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 spilt-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 ARB 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-of-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 PRI 16:00 FAX 972 488 8080 Terra-Mar, Inc. TERRA-MAR Mr. Jerry D_ Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01-1547DE March 23. 2001 PageS 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 performed to determine the optimum lime content for subgrade stabillzation_ 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 and allowable
bearing pressures, 5. Recommendations for retaining wall and box culvert backfill soi! 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. S. Recommendations for Portland cement concrete
pavement sections. It is assumed that others will provide the anticipated traffic loading for use in our analysis. 
03/23/01 FRI 16:00 FAX 972 488 8080 Terra-Mar. Inc. 1111005 TERRA-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01-1S47DE March 23. 2001 Page 4 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 dale of the proposal. CLOSURE Signing the attached Proposal Acceptance Sheet and faxing It to TMI
at 972488·8080 will Indicate formal acceptance of the attached Terms &ConditJons. Receipt of the signed copy will constitute 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 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, 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 i i !!!i!j􀁾___"_""_"'__"I'IIIIiiI"'iiiIiiiiI,.1i2. Compile
exiSting signal; timing plans (determine existing phasing) 1 8 3, Determination of existing peel, Phasing and cycle lengths 2 1 0 4. Compile existing/projected AOT's and Turning Movement
Counts 2 8 5, Determfne projected MIl and PM peak hour turning movements 4 24 6, Obtain Geometric PlanslBase Maps 2 4 7. Determine Clearance Times 􀀨􀁙􀁥􀀡􀁬􀁯􀁷􀁴􀁁􀀡􀁉􀁾􀁲􀁥􀁤􀀩􀀠6
12 a. Coordination for Railroad Preemption 2 8 20 9. SIGNAL2000 Analysjs 􀁾􀀠LOS and Phase Determination 6 24 NOSTOP and SIGNAl2000· Cycle Length for Prog. 4 16 1. TRANSYT-1FAnalysis-Offsets
4 16 12. Summery Phasingfriming 4 8 $4,000 13. IIlustralion of Preemption phases 􀁾􀀠Phase II 4 8 14. lIIuslration of Preemption phases -Phase 111 2 12 15. Technical Memorandum 8 12
20 
Consulting Engineers. Geotechnical. Environmental. ConaInIctIon Materials TeSting DALLAl. FORT WORTH. HOuSTON. AIISTIN • LONGIIIEW July 10,2001 TMI Proposal No.: POl-lS38DN Mr. Jeny
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 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 OUf proposed scope of services and presents our estimated
compensation and schedule to perfonn 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 ExtensionPhase ill project. PROPOSED SCOPE OF SERVICES PHASE I ENfIlRONMENTAL 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 regulatorylhistorical 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
􀁾􀀠 osos sst :L6 IVa 6C:CT NOH TO/SO/TT 
TERRA-MAR of Work. TMI's scope of services and report fonnat 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
of potential contamination; • Areas ofvisible contamination; • Observed adjacent properties; • Site boundaries; • Chemical storage or dispensing activities; • Geological and hydrogeological
characteristics of the site; • Apparent and unusual topographical changcs; • Site operations; • Grounds management; • Waste storage/management practices; • Proximity ofsurf'ace 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 storagelhandling practices; • Suspect Asbestos-containing
materials ( Option to include collection of up to 30 bulk semples for PLM analysis: separate fee sll-own below). Document Review IIDd 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
CERCLIS list ofsites potentially contaminated with ha:l:ardous 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 (1NRCC) lists of State Superfund Sites. Registered and Leaking Underground Storage Tanks, Spill Incidents and Accidents, and Municipal Waste Registration List.
J:IDNI?ROPOSAL\2lXllIP01·1!i38IlNIPhl projlOfiiII.doc 0909 99t .L6 IVd Ot:CT NOW IO/SO/TT 
TERRA-MAR Additionally, TMI will review a 50·year chain of tide, historical aerial photographs, city directories, building pennits, and Sanborn maps, ifavailable. We will review available
USGS topographic maps oftha 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 ofthe site. REPORT Following our site visit, historicalJregulatolY reviews and interviews, we will
prepare a report for the site, detailing our observations, fIndings, conclusions, and recommendatioilil. Figures, maps, photographs and other referenced documentation will be appended
to the finaI report TMI will provide three (3) copies ofthe finaI report. SCOPE LIMITATIONS The follOwing tasks are not included in the above scope of services, but can be provided at
an additional cost ifneeded: • Additional file acquisition. researeh, or investigation into listed facilities discovered on adjacent properties during the performance ofthe regulatory
review; • Sampling ofstored materials/waste; • Sampling and analysis of soils or groundwater or potential lead·based paint containing surfaces; • Disposal ofany contaminated surface
or subswface soils or groundwater; • Area delineation and quantification ofany 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 seareh; PROJECT FEES Phase I ESA ..................................................
........................ S 1,900.00 Pre-Demolition Asbestos Survey (up to 30 samples·) .....•....... 5 750.00 TM1 will provide the presented scope ofservices on a fixed fee basis. J;DNlPROPO$A\.\2001
\P01·15380NIPhIprcl!!OS8I,doo tOOIlJ 0909 9St .L6 IVd ot:c. NOH TOISOltt 
PROJECT SCHEDULE TMI proposes to initiate environmental investigation activities within 24 hours following receipt of client's written permission 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. TMJ's experienced engineers and scientists are committed to meeting your needs. We
look forward to serving you on your project. Respectfully submitted, 􀁔􀁟􀁾􀁾􀁾􀀠esR.Oaw Vice President, Environmental Services J:lONIPROPOSALI2001lP01.1538DNlPhl proposaLdoo SO°im 080S
sst 6L6 XVd Ot:&l NON 10lSOIll 
EXHIBIT B -Additional Services not included in proposal Traffic Signal Coordination Timing Plans -Final Timing • Progression analysis should be refmed 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 DemoUtion 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. Construction Observation • It is anticipated the Owner will require assistance with construction observation throughout the construction duration. For this proposal it
is assumed that assistance will be provided on a full-time basis, or 40 hours per week throughout the duration the construction schedule. The following tasks would be performed by this
task. A supplemental agreement will have to be completed prior to the pre-construction 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 ofthe contract documents. };> The Engineer's construction representative shaH assist in working with the Contractor to address
RFJ'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 ofthe contract documents. » Conduct observations to determine an estimate ofpercent completion. » Prepare preliminary
and final deficiencies lists at intervals during the overall Project duration. » Based on observations and evaluations ofthe Contractor's applications for payment, the Project construction
representative shall review and certify the amounts due the Contractor. 
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 set forth in Section 2, Scope ofServices. 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 Defmition This project consists ofthe 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 turn 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
strjping; bid document originals; record drawings; and coordination with franchised\ltilities, the Town of 􀁁􀁤􀁤􀁩􀁾􀁮􀀬􀀠and applicable agencies. . o -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 betwee{l 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 I" = 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 i. Paving Plan and Profile Sheets J. Paving Details k. Signing and Striping Plans (Scale I" = 40') 1. Erosion Control
Plans m. Grading Plan { n . Driveway and Special Grading Sheets ..-4 "! o. Drainage Area Map (Scale I" = 100') p. Storrnwater 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 I. 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 iuitial progranunatic 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 followiug: • Materials plan • Site
grading plan • Site walls/entry features • Hardscapelpaving Site lighting (location and fixture type) • Landscape plan • Critical cross-sections This package will include an appropriate
level of detail to illustrate design character, iutent, 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 drawiugs. 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 fur construction. The followiug drawings will be prepared: • Layout and materials plan • Enlarged intersection layout & materials plan, ifrequired.
• Gradiug plan for the R.O. W. improveTnts • Enlarged intersection grading plan, ifrequired.1 · Plantiug plan • Enlarged intersection planting plan, ifrequired. • Irrigation plan • Enlarged
intersection irrigation plan, ifrequired. • Site lighting (location & fixture type) • Details and sections at appropriate scales necessary to convey the sizes, appearances, finishes,
an£! colors of all pavements, walls, site fumishiugs, 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 fur finalizing the construction document package. 4. Construction Observation a. Engineer will attend a kickoff meeting with the Owner, the
selected landscape I 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 I 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. 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. -1 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 
D. Construction Administration 1. Provide three (3) fuJI-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. { ..oi 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 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 continuously sampled to a depth of 6 feet, and at 5-foot intervals thereafter andlor at each change
in the stratum until boring tennination. 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 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 compJetion. The boreholes will be backfilled with auger cuttings after tlk. 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
p1;pgram. 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 normal working days. Traffic control services shall be Additional Services ifrequired to complete the borings. 7 
The drilling operations will proceed in a manner that will avoid the potential of damage to WldergroWld utilities. Owner shall provide any infonnation regarding any existing Wlderground
utilities that are present on-site prior to Engineer beginning the field work. Engineer will coordinate Wlderground utility line clearance with the Texas Excavation Safety System, the
Owner, Dallas Water Utilities, and Dallas Area Rapid Transit (DART). However, Engineer will not be responsible for damage to undergroWld utility lines that are not properly identified
by the Owner prior to mobilization ofdrilling 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, moistore content, Wlconfined compression, and calibrated penetrometer tests. Lime series tests will be perfonned to determine the optimum lime content
for sub grade 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" fonnat, laboratory test results, borehole water level observations, and a plan ofborings. b. Recommendations for design
of drilled sha\ bridge fOWldations, 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. e. Recommendations for retaining wall and box culvert backfill soil types, backfill
placement, and compaction. 8 
f. Evaluation of the impact of the box culvert on the perfonnance 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 I. 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) j1ld PM peak period (4:00 PM -6:30 PM) turning movement 4;lunts 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 detennine the existing AM and PM peak hours, peak hour factors and percent 􀁾􀁬􀀨􀁕􀁣􀁫􀁳􀀠for each intersection.
Balance the traffic turning movement counts for Phase II and Phase ill for the AM and PM peak hours. Prepare base maps for Phase II and Phase ill illustrating the existing peak hour
turning movement counts, intersection geometries, speed limits, distances between intersections, percent trucks, peak hour factor, and existing traffic signal phasing. Compile the existing
traffic signal timing plans to detennine the existing traffic signal 9 
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 I, (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 pmcess 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 NOS TOP 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 teclmical assistance and plan review fortraffic signal timing plan for Arapaho Road from Marsh Lane to Surveyor Boulevard and Marsh L1 from Beltline Road to Arapaho Road. . i 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 AddisonlBeltline) 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: • SIGNAL2000-Design
optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS D or better. 10 
• NOSTOP -With the green splits designed in SIGNAL2000, use this program to deternline 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 P ASSERII runs and fine-tune the offsets for higher volume tuming 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 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 ExhibitB. ...c "! D. Phase I Environmental Site Assessment See Exhibit A for detailed description. E. Construction Inspection See Exhibit B for detailed description. 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 the 􀁾􀁴􀁨􀁩􀁲􀁤􀀠party, 11 
infonnation 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. SECTION3. PAY}1ENT Owner shall pay Engineer for services authorized in writing as properly perfonned 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 perfonned. Compensation for performing Basic and Additional Services shall be on a Lump Sum Basis. The Lump Sum amount for Services shall not exceed
$589,790.00. 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 perfonnance 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 perfonnance of any ofthe services furnished
under this Agreement. 1 The rights. 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 perfonn all services as provided for under this
Agreement in a proper, efficient and professional manner in accordance with the tenns of this 􀁁􀁾􀁥􀁥􀁭􀁥􀁮􀁴􀀮􀀠The services to complete construction documents shall be completed within'
10 months of Notice-to-Proceed. In the event Engineer's perfonnance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer may request an extension
of time for the perfonnance of same as hereinafter provided. If such delay is in excess of60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the
right to 12 
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 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, i'lpart, the loss of use resulting therefrom, arising from any inaccuracy, such use of such .\!struments of service with respect to such other work except
where Engineer is hired to modify such instrument for such 􀁯􀁴􀁨􀁾work. Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments ofservice 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 instruIllents of service to the Owner. Engineer may, however, retain
copies ofany 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 13 
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 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 oftime 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 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
ope (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for ar4c one (1) occurrence. Insurance C.2.)'ering damages to property shall be in the sum of not less
Three Hundred Thousand DifJlars ($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. A signed Certificate of Insurance, showing compliance
with the requiIements 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. 14 
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 hannless 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 a&lnt of the Owner, and that
Engineer is subject, as an employer, to all applicable UnemploYment Compensation Statutes, so is 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. SECTION 11. INDEMNIFICATION FOR NON-PAYMENT To the
extent Owner has paid Engineer in full hereunder for same, Engincier 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. 15 
SECTION 12. ASSIGNMENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent ofthe 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 considerstion 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 oftermination. 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 sljall not be liable with respect to indemnity or otherwise for any such 􀁳􀁥􀁲􀁶􀁩􀁣􀁾􀁰􀁥􀁲􀁦􀁯􀁲􀁭􀁥􀁤􀀬􀀠arranged, ... fumished by Owner. Engineer shaH 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. 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 perfol!lIlance of
such services. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution by and between Engineer and Owner. 16 
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 ofany gender in this Agreement shall be applicable to all genders,
and the use of singular nmnbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2001. OWNER: ENGINEER: TOWN
OF ADDISON, TEXAS HNTB CORPORATION By By Ron Whitehead, City Manager 5300 Beltline Road Vice President,. Cen ral Division P.O. Box 144 5910 Plano Pa\kWay, Suite 200 Addison,:Texas 75001-0144
Plano, Texas 75093 -..oi -:! Benjamin . Biller .E Witness: Witness: 17 
ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL -NOVEMBER 2001 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 Layout1d Design Subtotal Fee. Additional Services TOTAL FEE FOR SERVICES
EXHIBIT A $86.848 $20.925 $4,952 $8,880 $121,605 $187.149 $308,754 $46.313 $7,300 $362,367 $124,918 $487,285 $12.876 $33.125 $36,354 $2.660 $17,500 $2.800 $102.505 $589,790 Ph3Cosf$ummll0401.xls

ARAPAHO ROAD EXTENSION PHASE 111-PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -PAVING. DRAINAGE. AND UTILmES D. Details 4 4 B. C. D. E. F. G. H. I. J. K.
t. M. N. 0. P. Q. R. S. A. S. C. General Notes Quantity Summary Sheets Utility Relocations Typical Sections Construc6on Specifications and Conlract Documents Construc6on SequencinglTraffic
Control Plan and Profile Sheets Paving, Sidewalk. Intersection. Mise. Details Driveway Detail, Special Grading Sheet Striping Plan, Details Signing Plan, Details RR Grade Crossing Plan,
Dotalls, CoordinaHon Sitae! lighting Plan, Details Removal Sheet Bid Quantifies Opinion of Probable Cost QAlQC Review COmment Revisions Drainage PianiProfile Drainage Calculations Drainage
Area Map 16 4 16 16 64 4 16 II 8 40 60 12 48 12 12 6 30 8 4 8 24 40 110 20 32 16 60 40 16 40 24 20 16 24 24 8 140 64 48 40 16 40 24 64 32 10 16 16 40 16 160 80 60 40 40 16 32 32 16 8
4 ,{ 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD 10 ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· STREETSCAPE C. Evalua1e bid tabulation and recommend award 8 4 8 4 16 8 8 4 24
8 16 8 32 12 48 16 8 24 e 8 8 e 8 16 4 􀁾􀁾􀁾􀁉􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀀴􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠S. Prepare Technical Specificatkms C. Prepare Revised Opinion of Probably Cast B. Prepare
Addenda Re'.i.,. S"bn,it1als; Tag Trees C. Review Information Requests D. Review Work Progress E. Prepare Punchlist F. Punchlist Review 
ARAPAHO ROAO EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD Prepare 25 􀁈􀁡􀁾􀀭􀁓􀁬􀁺􀁥􀀠Sels of Plans & Bid Documenls Conduc1
Pre-Bid Meeting Prepare Addenda & Respond to Bidder's Questions Attend Bid Openingl Review Bid DocslPrepare Bid Tab the 3 24 2 8 1 24 16 16 8 2 24 8 
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS CONSTRUCTION ADMINISTRATION Town B. Provide 2 Full-Size. 3 Half-Size Sets for Contractor
C Conduct Pre-Construction Meeting 3 8 12 8 o Review Submittals E Respond to Requests for Information. F. Attend Final Inspection G 2 3 24 20 8 2 16 16 
ARAPAHO ROAD EXTENSION PHASE III -PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -GBW ENGINEERS, INC. Ass!. Project Manager 􀀬􀁾􀀠o '. ! 􀁾;>:w' t Sf "Li,
'/􀀡􀁾􀁾􀀠J!HI 􀀧􀁴􀁾􀀠􀁾􀀮􀂣􀁺􀀺􀀺􀀮􀁾􀀠􀁾􀁾􀁾􀀠Project Design CADD Engineer Tech Operator Clerical '}., ... ¥ 􀀧􀁾􀁦􀀠..tkkR':,n 􀁮􀁩􀁾􀀡􀁦􀁾􀁾􀀧􀀱􀀠􀁾􀀠1,iT [il, I 􀁨􀀱􀁾􀀱􀀱􀁧􀁾􀀬􀀠'"
Project Meetings/Management Utility Coordination Drainage Plans/Profile (1) Drainage Calculations Drainage Area Map Utility Relocations Construction SequenceiTraffic Control Striping
Storm Water Pollution Prevention Plan Traffic Signal Drafting Details Bid Quantities Bid Documents and Specifications Opinion of Probable Cost Task 5 Total Hours (GBIN) Hourly Rate Direct
Labor Cost (1) Hydraulic Gradient will be shown. 60 8 8 8 4 8 8 4 4 8 4 4 24 4 156 $45.00 $7.020 4 16 16 8 16 16 8 8 8 8 16 8 132 $41.00 $5.412 40 40 24 24 40 40 24 24 8 16 24 16 320
$24.00 $7,680 16 160 60 40 120 180 100 85 96 48 16 8 24 8 905 56 $16.00 $16.00 $14,480 $896 ",... ..􀀧􀁾􀀧􀀧􀀧􀀧􀀠; ," .-0' •• , , , 1'I . Direct Labor Cost $35,488 Indirect Labor, Overhear
(1.8775) $66,629 Subtotal $102.117 Profit and Contingency $15,421 Surveying Expense $4,880 '. Direc! Expense $2.500 􀁔􀁏􀁴􀁰􀁪􀀯􀁆􀁅􀀸􀁴􀁓􀁂􀁗􀀩􀀧􀀺􀀻􀀧􀀮􀁾􀁬􀁾􀁬􀁉􀀧􀀻􀁱􀁾􀁴􀁉􀀧􀀠
ARAPAHO ROAD EXTENSION PHASE III • PS&E SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· SURVEYING· ARS ENGINEERS, INC. B. Prepare Parcel Plats and Descriptions
for 15 TCEs 0 0 0 C. Stake 􀁃􀁥􀁮􀁴􀁥􀁾􀁩􀁮􀁥􀀠at 50 ft. intervals with PCS and PTs 15 50 D. Locale Bore Holes Horizontally and Vertically 5 24 E. Additional Survey Shots al Midway Road
4 16 F. Project Management and Administration a 4 G. Each and , Electronic Files 0 0 0 Expenses 􀁁􀁣􀀻􀁀􀁴􀁪􀁾􀀨􀁩􀁓􀁩􀁩􀁩􀁖􀁬􀁣􀀩􀁉􀁩􀁩􀁻􀁾􀀠$i!i:Mii1g'\':"';',' ;r<; ;.,􀁾􀀧􀀢􀀠􀁾􀀻􀀼􀀬􀀠(0,
Expenses MaplDeed Copies $0 Mileage $94 Reprographics (Copies & Plots) $50 Delivery/Courier Service $30 Misc. Field Expenses $50 Total Expenses $224 -. 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES -GEOTECHNICAL INVESTIGATION 
03123101 FRI 15;59 FAX 972 488 8080 Terra-liar. Inc. 􀁾􀀰􀀰􀀲􀀠TERRA-MAR 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, 􀁳􀁣􀁨􀁥􀁤􀁾􀁬􀁥􀀬􀀠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 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 dilh. ....iI. '!
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 lit 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. 110.50. Ablas La.... Dan"". T"".... 75229 Phon•• 972-4l18-8BOO F"", a72-4BlI-8o.Bo.

03/23/01 FRI 16:00 FAX 972 488 8080 Terra-Mar. Inc. 141003 TERRA-MAR Mr. Jerry D. Holder. Jr .• P.E. HNTB Corporation TMI Proposal No. P01-1547DE March 23, 2001 Page 2 Field Investigation
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 Pavement 14 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. Sarnples 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 fe bedrock. The drill crew-::f,reman will record the depth that seepage
water is encountered during drilling. Water level readings will also be obtained from each boring at drilling cornpletion. 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-of-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 FRI 16:00 FAX 972 488 8080 Terra-Mar. Inc. 'lERRA-MAR Mr. Jerry D. Holder. Jr.• P.E. HNTB Corporation TMI Proposal No. P01-1547DE March 23, 2001 Page 3 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 constructlon 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 fo(ndation settlement. 3. Recommet:lfiations for design of the MSE retaining wall foundations that will include
allowable bearing prOOsures. sliding resistance. global stability. and estimated settlement. 4. Recommendations for design of the box culvert, including equivalent fluid 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 differe'htial 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. 
03/23/01 FaI 16:00 FAX 972 488 8080 Terra-Mar, Inc. 􀁾􀀰􀀰􀀵.. TERRA-MAR Mr. Jerry D. Holder, Jr., P.E. HNTB Corporation TMI Proposal No. P01-1547DE March 23, 2001 Page 4 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 wotl<lng 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
at 972-488·8080 will Indicate formal acceptance of the attached Terms & Conditions. Receipt of the signed copy will constitute TMrs notice to proceed. Payment for services is due within
thirty (30) 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, "! R. Grubbs, P.E. '. President Attachments: Proposal Acceptance Agreement Professional Services + General Terms
and Conditions 
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD 10 ADDISON ROAD ESTlMATE OF MANHOURS ADDITIONAL SERVICES -TRAFFIC STUDY i signal; timing plans (determine existing phasing) 3. Determination
eXisting ped. Phasing and cycle lengthS 4. Compile existinglprojected AOT's and Turning Movement Counts 5. Determine projected AM and PM peak hour turning movements 6. Obtain Geometric
PlanslBa&e Maps 7. Determine Ctearance Times 􀀨􀁙􀁥􀁬􀁉􀁯􀁷􀁉􀁁􀁉􀁾􀁲􀁥􀁤􀀩􀀠8. Coordination for Railroad Preemption 2 9. SIGNAl2000 􀁁􀁮􀁡􀁉􀁾􀁩􀁳􀀠􀁾􀀠LOS and Phase Determination NOSTOP
and SIGNAt2000 -􀁾􀁉􀀮Length for Pr09. 11. TRANSYT-7F Analysi. -Offsels 12. Summary Phasing/TIming 13. Illustration of Preemption phases 􀁾􀀠Phase II 14. Illustration of Preemption phases
􀁾􀀠Phase III 15. Technical Memorandum i 8 10 8 24 4 12 20 24 16 16 8 6 12 12 $4,000 
Consulting EnQineers • Geotechnical. Envitcnmenlal • Construction Materials Testing == OALlAS. FORT WORTH. HOIlSTON • AUSTill. LONGVIEW July 10,2001 IMI Proposal No.: POl-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 Comer, 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 tbework. PROJECT BACKGROUND The property subject to this investigation is currently an 􀁡􀁣􀁴􀁩􀁾􀁥􀀠automotive repair facility located
at the southwest comer of the intersection of Addison and Arapaho Roads, in Addison, Dallas, 􀁃􀁯􀁾􀀬􀁔􀁥􀁸􀁡􀁳􀀮􀀠 1 It is our undeJ1tanding that HNTB is requesting a Phase I Environmental
Site Assessment of the above-refercnied property prior to acquisition ofthe property for the Arapaho Road Exten3ionPhase III project. PROPOSED SCOPE OF SERVICES PHASEIENVIRONMENTAL 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 regulatorylhistorioal
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 0909 99t ZL6 XVd 6C:Ct NOK 􀁴􀁯􀀯􀁾􀁏􀀯􀁴􀁬􀀠
TERRA-MAR of Work. TMI's scope of services and report format incorporate the criteria established by AS'IM-lS27-00, and the ESA will be performed in general conformance with this standard.
OD-Site AssessmeDt 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 bowuiaries; • 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 ofsurface 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 storagelhandling practices; • Suspect Asbestos-containing
materials ( Option to include collection of up to 30 bulk samples for PLM analysis; separate fee .bgWD below). DO&:llment Review aDd Interviews The following published lists will be
reviewed in order to discfver if the subject site or properties wit)in the prescribed AS'IM radii have either past or present potential/documented environmentiiconditions: • U.S. EPA'S
CERCLIS list ofsites potentially contaminated with hazardous waste; • The National Priorities List (NFL) ofsites 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
Conservetion Commission (1NRCC) lists of State Superfund Sites, Registered and Leaking Underground Storage Tanks. Spill Incidents and Accidents, and Municipal Waste Registration List.
d:IONlPROPOSAll20011POI-I538llNIPhl proposaldoc J 080S sst 􀁾􀁌􀀶􀀠YVd 􀁏􀁴􀀺􀁾􀁬􀀠NOR 10/SO/ll 
TIERRA-MAR Additionally, TMl will review a SO-year chain of title, historical aerial photographs, city directories, building pexmits, and Sanborn maps, ifavailable. We will review available
USGS topographic maps ofthe site area to estimate local topography, and we will n:view selected maps and documents pertinent to knowledge about the geologic! hydrogeologic setting of
the site. Ifavailable, we will interview persons with specific relevant knowledge ofthe site. REPORT Following our site visit, historicallregulatory reviews and interviews, we will prepare
II. report for the site, detailing our observations, fmdings, conclusions, and recommendations. Figures, maps, photographs and other referenced documentation will be appended to the
final report. TMl will provide three (3) copies ofthe final report. SCOPE LIMITATIONS The following tssks are not included in the above scope of services, but can be provided at an additional
cost ifneeded: • Additional file acquisition, research. or investigation into listed facilities discovered on adjacent properties during the performance ofthe regulatory review; • Sampling
ofstored materialslwaste; • Sampling and analysis of soils or groundwater or potential lead·based paint containing surfaces; • Disposal ofany contaminated surface or subsurface soils
or groundwater; • AIca delineation and q\l&ntification ofany contaminated soil; • Assessment of the site or structures for suitability of intended use; structural, mecbanic:aJ. building,
roof, or site safety inspections; • Wetlands delineation; • Oil and Gas survey; 1 • WJiIer wells search;"1 PROJECT FEES Phase I BSA ...................................................................
.......$ 1,900.00 Pre-Demolition Asbestos Survey (up to 30 samples'") ............ .$ 750.00 TMI will provide the presented scope ofservices On a fixed fee basis. 0909 iit ZL6 XVd Ot:CT
NOR TO/SO/TT 
TERRA-MAR l'ROJECTSCHEDULE TMI proposes to initiate environmental investigation activities within 24 hours following reteipt ofclient's written permission to proceed. Field activities
will be completed in two working days. TMI will complete and submit our draft Phase I report within 1 S business days following notification to proceed. PAYMENT Payment for services
is requested within 30 days ofdelivery ofTMI's report. PROPOSAL ACCEPTANCE TMI appreciates the opportunity to submit this proposal. Executing the Proposal Acceptance Agreement (PM) and
Faxing to TMI at (972) 488-8080 can indicate formal acceptance, and will constitute TMI's Notice to Proceed. TMI's experienced enginee1'5 and scientists are committed to meeting your
needs. We look forward to serving you on your project Respectfully submitted, Terra-Mar,lne. esR.Gaw Vice President, Environmental Services " J:\llN1PI\OPOSAL12llOI\P01.I538ONlPhl proposal,doc
,.. ...... ,.... 0909 99. ZL6 IVd Ot:ct NOH tOISOltt 
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 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 of work. Construction Observation • It is anticipated the Owner will require assistance with construction observation throughout the construction duration. For this proposal
it is assumed that assistance will be provided on a full-time basis, or 40 hours per week throughout the duration the construction schedule. The following tasks would be performed by
this task. A supplemental agreement will have to be completed prior to the pre--construction 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 ofthe 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. '. 
--------RESOLUTION NO. R04-085 A RESOLUTION OF THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT IN THE AMOUNT OF $36,741.11 WITH SBC
FOR THE RELOCATION AND INSTALLATION OF TELEPHONE CABLE IN CONNECTION WITH. THE EXTENSION OF ARAPAHO ROAD, PHASE III, FROM ADDISON ROAD TO SURVEYOR BOULEVARD. WHEREAS, many aspects relating
to the Arapaho Road, Phase II construction project is the relocation of all affected utilities; and, WHEREAS, SSC has recently determined that existing telephone cables along the project
limits must be relocated; and, WHEREAS, SSC will place cable, hand hole, and five pedestals from the rear of 4101 Centurion Way to the rear of 4139 Centurion Way, Addison, TX; and, WHEREAS,
the charges only reflect the scope of work on this project at this location; and, BE IT RESOLVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: THAT, the City Council of the Town
of Addison does hEfebY authorize the City manager to enter into a contract in the amount amount of $36,74'1.11 with SBC for the relocation 􀁾􀁤􀀠installation of telephone cable in connection
with the extension of . Arapaho Road, Phase III, from Addison Road to Surveyor Boulevard. OFFICE OF THE CITY SECRETARY R04'()85 
DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS this the 12th day of October. 2004. Mayor ATTEST: City Secretary OFFICE OF THE CITY SECRETARY R04-085 
' . .•, f'-\,L 1c..G )) 􀁴􀁩􀀧􀁾􀀠NOV 09 2004 Archer Western Contractors Co'E."C 􀂣􀁾\huM fC,,(. November 9, 2004 naG" ITe..r5 Letter: HNTB -18 HNTB 5910 W Plano Parkway Suite 200 Plano,
Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Metal Painting System PCO#24 Dear Guy: In accordance with conversations with HNTB and
the Town of Addison, Archer Western is submitting product and pricing information the following paint systems for the steel parts of Arch, Stinger, T -4 Rail and Pedestrian Rail: 1.
Devoe -Devshield 4328 -Without Clear Coat = $33,357.29 2. Devoe -Devshield 4328 -With Devthane 379UVA Clear Coat = $47,267.45 3. Tnemec -High Build Epoxoline 66 & Endura-Shield II 1075
W/O Clear Coat = $69,705.23 4. Tnemec -High Build Epoxoline 66 & Endura-Shield II 1075 W Fluoranar 1076 Clear Coat =$132,262.60 These prices are minus the Costs for the TxDot System
II Paint The Paint Product information is enclosed If you require additional information, please contact Andrew at our field office. A w Schn'!emann Asst Project Manager Enclosure XC:
Ben Withered Don Good File 2121 Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734 A Member of The Walsh Group An Equal Opportunity Employer 
TXDOT SYSTEM II BID PAINT SYSTEM 
PRODUCT INFORMATION KING FAB PAGE iil3/2811/B5/2004 09:43 28121391774 TX DOT 810·E PRIME COAT (SYSTEM II) B69AVJ002 SIZE CODE 36Industrial andMarine Coatin[¥ 8690210 Tx DOT 81O-E Prime
Coat Is an epoxy1.kle rleh primermada to 􀁔􀁾􀀠OCT fonoola1lon. PROTEcnON SYSTEM R KIt _Blot. of ono tlslmn of B68A.11 "nd Be9VJ1 Finish: Flat Il0l_ Solid.: 56.1% Mixed Reduced .t 112
pint per gal 400 gil Fluh Paint: Rllcommendod Sp!'DlldIng 􀁾..... P'lr coa.; Wet mils: 3.5 to 10.0 Dry 􀁴􀁮􀁾􀁳􀀻􀀠1.7510 5.0 Cov;!rage: 450 sq WIIIII approximate Nota: IlI1JsIl or roB
appIi<:atIon may rsqulm multiple coats to .ehi8VB maximum ftlm lhickn.... and unlfomlhy of appearance. .... Drylng Schedule @ilo ",UG _ @50% RH; @77., 'lb lOucI!: 30 minutes 1il hand"':
2 hOllIS 10 recoat 21'1<>u,.. R__lI:laan Up: SW••t-in-6me: 30 mlnulo. Shelfur.: 12 Months • unopenaa. at TrF. For use over prepamd: This Product Is manufactured to Tx DOT rontlutallon
.pecIffoat!ol1s and inspecled In our Gmland faQliIy. { oonUnued on bat:!< 
11/05/2064 09:43 2812091774 KING FAB PAGE 04/28 TX DOT 810-E PRIME COAT (SYSTEM II) 869AVJ002 SIZE CODE 361ndustrio1artdMarine Coatings 8690210 PRODUCT INFORMATION , SUlface II'AJSI
be dean. dIy. and In soondl)O!ldl1ion. RemoveMay bit applied CN8J' properly pmpli.w steel !lridges, fer all 011. dUst, 9rtll!St!l, d!!t. loose rust, 8\'Id ""'-fOlllign materialN ....
oonWudlon and lQIlalnl Pnrta<:tIOIl System H. 10 ,",sure adequate adhesion. ApplY in 2 coats tG yield 3.5 10 10.0 mils dft. Refer to TldlOT Tape rest for addlIIotlal sutfece pmparatioo
InfonnaUon. Minimum reeommtmdOd surfaee preparatiOn: TxOoT Class A Blast Clean. RemCMI \lisible rust, paint. , mil "",,1o, and oIherforms ofCQIlIamillailon. The blasl\ld a_ : .mdI O!l<hlbit
a uniform sUlfaee appearance v.tJen viewed With i 111& unakled eye (20-20 vlslon).similar to Near-Whlfo Blast : Claaning. SSPC-SP10 OR NACE 2. , nnt: Do not lint Temperature: 40'F minimum.
l00'F rnaxillum (air. surface, and mllttadoij PI. _IS'F above dew point Rehllive humidity: 85% rrnOOmUn'l Do not allow product to 4 Refer 10 product AppIJcallon Bul91in for detailed
appllcat!cn InfOrmation. 1 gallon base 􀁾􀀹􀁁􀁬􀀱􀀠1 gal\Qn hatd_ 669VJI 1 KEG 6690210 Weight per unit 63 Ib per keg unit 8690210 18.451b box 􀀨􀁢􀁡􀁳􀁥􀁉􀁩􀁩􀁾􀁾􀀠Refer fD 􀁉􀁨􀁾􀀠MSOS
sheet before use. PUblished technical data and Inllfnlclioll. an! subjectIXlchange WiIho\lt noQee. Contact your ShOfWiIl-Wllliam. tepl'M<lOtallVe for a<ldillonal technical data and inslrodlons.

PAGE 135/28􀀱􀀱􀁦􀁾􀀵􀁦􀀲􀀰􀀰􀀴􀀠09:43 2812091774 KING FAB TX DOT 810-E PRIME COAT (SYSTEM II) B69AVJ002 SIZE CODE 36Industrial andMarine Coatings 8690210 APPLICATION BULLETIN 􀁓􀁵􀁾􀁣􀁥trust
be <:lean, dry, and In sound (;OI!dHIo.n. Remow all oil, dust, 9"'''"'', dl!t. Ioooe rust. and otnsr Itlro4gn material to ensu"," adequeta adheelon. Refer It! TxOOT Tap!!' Test Minimum
recommended """'_ 􀁾􀀺􀀠TxCOT CI_ A Blast Clean. 􀁾'II!lIbie rust. paint, mil! scale, 􀁾􀁮􀁤oilier forms of ccmemina1lClll. ill. blastad _ shaD exhibit a unifMn .urtac.! sppoaranee wilen
viewed wI1t1 !he WlBlded aye (20-20 visioo).Slmilar to Near-White Blast CIeani1g. SSI'C-SF10 OR NACE 2. 40"F mlnlrm.m, l00"F maximum (air, ....rface, and material) At 1_S'F above dew
point Relative hlJlnidity: IIS% ITlaldmum Do noI al_to_ ihe fDli(Ndng Is • guide. Chang.. tn pressures and lip s ...... may be needed for ptoptI!' spray cI1ll1"8C1l'!1is1ioa AMef.Js
purge ""ray Ilqulpm!lnt befa", ""'" vntlllIIMd redUC8l". Any reducIion must be ootI)JlaIIbIe wtlh !h8 "",sting erMronmental and appllC4tion conditioos, RadIl_ICIean Up: ......... MEI<,_..
AlrI.... Sfl"'Y .,..",...'" .............. _ ....... 2000 ""I H_ .................. , ....... , .. 114' 10 IIp ............... , .................. 015"-.019" Filler .............................
eo m8$h Reduction ....................... neaded. up 10 112 pint per gallon 􀁃􀁣􀁮􀁶􀁡􀁮􀁕􀁯􀁮􀁡􀁬􀁓􀁾􀀠Gun............................... BIn"" 95 Auld Nozzle.................. 66 Nr
Nozzle ..................... 63PB Atomi:zation Pm.sum ... flO psi Fluid Prns.ure .............. 􀀲􀀵􀁾􀀧􀀠 Raduollon ..................... as ed up to 112 pint PIlI' ga Brush Brush ..................
.......... Natl!r.Il Bristle Reduction ...... " ............. Not n>cOml'l'llll'lded Roller Cowr ............................ 310" lMlVei:l with phenonc con! Reduction .....................
Not recommended If specific appileBtion equipment Is lislfd above, equivalent eqllipmerrt may be subsllMed. . Southws5tem Division 
KING FAB PAGE 06/2811/05/2004 09:43 2812091774 Industrial 011dMarine 􀁃􀁯􀁡􀁴􀁩􀁮􀁾􀀠TX DOT 810·E PRIME COAT (SYSTEM II) B69AVJ002 SIZE CODE 36 869D210 APPLICATION BULLETIN Mixing Inlllnlcllonce:
One complete ldt cons!,* of """ gallon) carlOn containing !he liquid po!!icns and OM 3 ,r.z gaIlal bud<et 􀁣􀁯􀁮􀁴􀁡􀁾􀁬􀁮􀁧􀀠111.. zinc <lust. Thoroughly mix the liquid portion. be10re
"""ring !hem irlIo ••uitab!9 cte.on mll<ing __ lain.... Iflurihar IIllnning is ""'Idad. a sma' amount of MEl< or _.,tombInailons tIlereoI or slmnar ap\lI'OVed solvent!!lB)l' be ""ed.
Mixing ofths liquid portions shall be don" at least 30 minutes (Inducllon time) bef<n use. After lnduc1lon slit the liquids, adding 1!ie zinc dust llIow1y. Continua!c ll!ir undl all
the 2inQ dust Is complo1ely dlsp....ed. Strain before using.• Apply pElint al the mco:nmendad film 1hI_and 􀀮􀁾􀀠rate .s indlcated below: RllCam!l1Gnded SpnIadlng RlIIa Par Coat: Wet
mils: 3.5 to 10.0 Dry mils: 1.15 to 5.0 CownIg.: 450 sq ft lsal appruximale NO'1C: Brush or roll Bppicalfon may require multiple coats Ie acltl""" ma>lmum film Ihlclcness and uniformity
of owearanee. DryIng Schedule @6.0 mila wet "lid 50% RH To touch: Tohondle: 􀁔􀁯􀁾􀁴􀀠-4 "! CryIng time 1& tempenotuN>. humidity, and film lhlcknooa Clean spills srnl spattelll Immediately
With MEK. K9\OJ1W. Clean 􀁉􀁯􀁯􀁾Immediately after U!Ie wtIh MEK .Ketones. Follow manufac\UI'SI's sat'aly recommendations when using any 􀁡􀁯􀁾􀀠vent Whsn using spray applca\ion, USB
a 50% overlap wtII1 eaclt pass of the gil" to avoid holidays, bare -.and piaholes. If n""""".1}1 cross spray at II right angle. Spreading ",Ie!; _ CIllcuIe.tad on wkIme aoIlds and do
net include an applklatiotllos& factor due Ie surface pn>fiIll, rough_ of poroslty of lite S1.lIface. skill and !8chnique of lhe lIPplklaIor. melitod of 􀁡􀁾􀁮􀀬various lIurface irteg!llarilles.
material lost during mixing. spillage. ovefIhinning. climatic ""ndl!ions. and """"ssIIIe film build. Refer 10 PnodUCI Informa1lon 9heet for addlllonal pelfoona_ cllaradOllslles and properties.
Refer lD the MSDS sheet before UM. Publislled tecImi<:3I data and 􀁩􀁾􀁡􀁲􀁥BUbjecllDc!tange wIItIOUI notice. Con!ecl yo<1t Sherwin-WIll'"""" 􀁾􀀠for addlilonaJ I8cIlnical data and Instrue!lcl\!l.

PAGE 07/26KING FAB11/05/2004 09:43 2812091774 TX DOT 742 H GRAY APPEARANCE COAT IndustrialandMarine Coatings B29AJ1000 PRODUCT INFORMATION 742 H GRAY APPEAAANCE COAT is a1opooat mad,
10 Tx DOT fotmUlation. can be used fer T>: DOT SysfBm I or II. Flnl.... ' Flat \'oIume SoIld'I, 49% vee ThInned 112 pint per gal 450 gil R&commended Sptvadlng Rate fI'III' COllI: Wet
mils: 4.0 Dry mils: 2.0 cavorage: 400 sq ftlgal approximate IlIylflg 5dledula @4.0 mils ..... @IlO% RH: :...t @77"F To touch: "! 30 mlnts!us To handle: 2 hOUlS Shelf 1.lftI: 12 m<mtIv.!,
unopened, at 77'F FIa.... I'<IInt: 78 "F.PMCC Rec!ucorlct..m Up: Xylene, Mok I Ketones Bridges (steel) NIIIW COMtruClion ond repaint. Ti1fs p<¢llet Is mI!I1IJfedured Ie Tx DOT fonnuletkJn
spedlieatlons and Inspected in our Galiand fa(ilft\l '. 
PAGE 0a12S11/05/2304 09:43 2812091774 KING FAB TX DOT 742 H GRAY APPEARANCE COAT IndustrialandMarine Coatings B29AJ100a Over 􀁰􀁲􀁥􀁾􀁤GyaIBm , or n I coat 11291\J1000 @2 mils dft. PRODUCT
INFORMATION Nol&: System I or II coatings. including field tQuclHJP. should be a/lawed lD cure prior \<:> the al'/llicatlon of Tx DOT 142 H Gray Appearance O>at ""aCCOl'danca with the
fulkllMng schedule. 77 'F and above 2 days 6Il to 77 'I' 3 daya SS If> 6Il 'F 4 days 40 10 55 'I' 5 days When cum of prevlOI.ISIy applied paint Ia in doubt, the =e ca" be detennlned
by tile foV".,.;ng _ UlIlng modem. 10 heaW pressure, place thumb on paint surface and apply a twisting molion. Ifthe paint film gives or twists _ the UIumb, lila codng 1$ not thoroughly
CW'Gd. Th. OYSIeI11$ IIstad above .... 􀁬􀀧􀀶􀁾􀁶􀁥of lIle prodUds use. Other $ystBms may be IIIlproprfalo. SurfaCII must be dean, dry. and In sound condlllCfl. Remove all oiL du$!,
9-.dirt, loose ,.....t, and oIher fOrIlIgn malarial \<:> GMIJre adequate adhesion. 􀁾If> Tx DOT 'IlIpe 10st fur addilional surfac:e prepal'lltion information. 􀀱􀁩􀁮􀁾􀀠Dc not tint (air,
surface, and m-n At least 5'F ,,!)eve dow point 85% mOldmum 4Q'F minimum. 􀀱􀀰􀀰􀁾􀁆􀀠I'f'IaXimum Weight per contafner. 'iil 100 Rater to the MSDS sheet before use. Nllshedtad'ln1ca1
<l<!ta and instruGltcns ....subject'" r;hange wlthell\ notice. Contact your Sherwin-WillIams raptesentallw fur addlllonaltBchnlcaI date and inslluc!lcno. 
PAGE El9/28llle15/20E14 69: 43 2912091774 KING FAB TX DOT 742 H GRAY APPEARANCE COAT Industrial andMarine Coatingy B29AJ1000 S\IIfa"" must be cloan. QI)\ and ... _lid condilico. R<!move
all ca. duot, g ........ dirt, loose rust. and o!her fu!eIgn material to eosure sdetjlUlle adiW!ion. ".to 􀁔􀁾􀀠OOTTape T..t for additional surface pt'QPGration infomlStian. APPLICATION
BULLETIN 4O"F minimUm. lOO"F I1lBl<IrnUm1I!mpe<allJre: (ai', ourfaCII. and material) At 1_S'F allcve dew paint 85% maJ<imumRalaIIve humldi\y; The fDllov.Ing Ie a gulda. Changll$ in prussures
and tip sIZes 1!18)1 be needed forpropar spray 􀁣􀁉􀀡􀁾􀁾purge spray equipment before use with Il&led reducar. Any reduction must be compatible willi !he exlsti!1g envlrcnmental and
app1ication conditions, RadueerlCIean Up:......... 􀁾􀀮MEKor KeIonB soM!n!s AIrI.... Spray I'ressuI& ..................-... 2500 psi Hose ........._................. 114' 10 TIp .....................
............. 015' Redudlon .................... as need&d, up to 112 pint per per gel 8m"" BMh ........._.................NaWo'al BrIsIIe ReduetJon ..................... Not r"""""""nded .RoIler Covar............................ 318"-1/2' W!M)n with phaoolic <:ore 􀁾􀀠􀁾􀀮􀀺􀁾􀁾􀁾􀀺􀁾􀀺􀁾..􀀺􀁾􀀱􀀺􀀱􀀷􀁃􀁾􀀽􀁾􀀮􀀠􀁥􀁱􀁵
􀁭􀁾􀁮􀁴 equipment may be subslltut&cl. Nola: Brush and roller application will require use of a slow Aromaije $01vent. 
11/65/2604 09:43 2812091774 KING FAB PAGE 16/28 TX DOT 742 H GRAY APPEARANCE COAT IndustrialandMarine Coatings B29AJ1000 APPLICATION BULLETIN MIXIng Instructions: MIx paint 1horoughly
by prudng and sIIrring _ use. Apply paint at !be n.corrllnonded film 1hl<:lcnels and spreading !11lB as indicated beloW; Recomm.mded Spnladlng Rate par coat: WeI mUs: 4.0 Dry mils: ZOO
Crnierage: 400 "'l ft 1981 approximate NOTE: Brush or roll appticatlon lmiy ""lulre muIUpIe coats 10 achi....e fT18ldmum fllm th"*""o and uniformity Of appeal'" anes. IlIyIng Schedule
@U mil.. wet WId 50% All To touch: To handl<!: @77"f 30 mnul<!S 2l1ours Note: $ysNm I or II coatings. Inc!uding field 􀁾􀁰􀀮􀀠should be allowed 10 CUre pOOr to lIle applleatlM Of Tx
DOT 742 Ii Gray Appeamnca Coat In aoooit1anc<l wllI1 \tie Wh... QUI'<! Of prnviouilly applied paint Is In doubt, lIle cure 􀁣􀁳􀁾􀀠be delem!inad by the MOWing teol Using mod_ 10 􀁨􀁥􀁡􀁶􀁹􀁾􀀬p.....
thumb on pe;nt wrta<:e and apply a lwIsIIng·motioIl. q6 paint fllm give. or twIl!ts with with 1110 1tIumb, tbe coating 􀁩􀀮􀁾lhoroughly 􀁃􀁕􀁾􀀮􀀠Drying time is temperatIJre, humIdity.
and film tlIlclmess Clean spill. and .paltors Immediately with X!lfe"". MEl< or Ketene•. Clean IOOIs irnnedllllaly _ use with X!If""", MEK or Kol"",,s. . folloWIng lOchedu!e. 77 'F and
shove 6!ilo77'F 5!;1Il65'F 40 to 55 'F 2 d8)'ll 3d8)'ll 4 days 5 d8)IlI Spnoadng """" II'" calculBled on volume !IQid$ and do nol Inc!ude an appHcation lossfadrJr dUB In SI.Wfaoe proffle.
r0ughness Of paIDSity d lila SU!face. okII and technique of the ap. pllcalot. mettlod of tlflplioatklrl, vadous surl'aca irregularities. material lOS! durinG mb:ing. spUlage. overl.hlrrning.
cllmatlQ conditions, and 􀁾film bulld. Refer 10 􀁰􀁾􀁤􀁵􀁣􀁴I.r'Jfu<maIQJ $I1l1<!tfOr eddltlonal performance charaOlellS!ic!l and properties. Refer lXl1!la MSCS 􀁾before use. Publf1lhed
tedmical dalaQnd It19IrtlcIions an. subject It> Change wIIhout notice. C<lnIa<t yeur SI'>e<wfn.WIIIl<l11l$ "'Pl""lEIIltoVvD for 􀁡􀁤􀁤􀁉􀁴􀁩􀁯􀁮􀁾􀀱􀀠tElChnleal data and instruc
llcns. DEVOE PAINT SYSTEM 
--------0'> PRODUCT DESCRIPTION Generic: Aliphatic Acrylic Urettlane Genernl DtscriP!igm A high performance. two-compo_ nent chemically-cured olear aliphatic urethane finish fur use
in arEl;<lS where maximum gloss retention is required. 'JImlcal Uses: For use on properly prepared and primed steel, concrete or steel floors. masonry, drywaH. plaster, metal. concrete
block, galvanized, aluminum, poured concrete, and glazed brick. Ideal fur use on exterior or interior structural steel, piping, metal builclings, control ·cabinetry, conveyors, pumps.
storage tanks, motors, machinery, ano transportation vehicles. Can also be us\>d in the hard setylce areas of food prooessing plants, dairies, schools, restaurants, hospitals, correctional
facilities, factories, stadiums, arenas, and amusement parks. Special Qup!ifiCltlQos; SuHable for use on structural wrface6 or surfaces where there is a possibilHy of incidental food
contact in commercial food preparation establishments, food processing plants and federally il1$peCled me!!.! and poultry plants. USDA no longer requires or furnishes product oertffiostion
letter». FEATURES Advantages; • Exceptional gloss retention " ExceJlent abrasion and chemleal resistance • Higher solids and higher 111m build than typicalurethane nnishes • vee compliant
urethane • Easily applied by brush, roller or spray • Excellent resistance to marring, chipping, and scratching • Provides "dded protection to urethane color coati and epoxies where
used on floors. • Gloss ClBar contalngs UV absorber • Gloss Clear may be used over DevtIlane 379 Enamel for improved weather .!}Ilislance • 􀁐􀁥􀁲􀁦􀁯􀁲􀁭􀁡􀁮􀁾􀀠"llerriille for Devthanc
369 <\nd 47Qe magic markers and lipstick.􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁅􀁸􀁾􀁣􀁥􀁾􀁉􀁾􀁾􀁾􀁲􀁥􀁾􀁾􀁾􀀮􀁾􀁾IomomgmffmRepresentam for more inforto service your needs. chenge es temperalure . , but the
􀁾􀀧􀁭􀀠will remain inlact. over epoxies, alkyds or 􀁾􀀲􀀮􀀧􀀺􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁮􀀿􀀢􀀺􀁤􀀠􀁾􀁦􀁵􀁲􀀠interior use over alkydnO! be \ltled for graffiti AbrasiM R"lIi$nce: (ASTM 0 4060) -Very
Good Humldl!y Resistance: (ASTM D 2247) -Very Good DEVTHANETM 379UVA Clear Aliphatic Urethane Finish Cat. # 379K0036 Gloss Clear Cat. # 379K0020 Flat Clear SPECIFICATION DATA CWO" Clear
Finish: Glo •• -90 units minimum @60'(379K0036), Flat", 30 units maximum @8S'{379K0020) Reduction Solvent: T-9 for spray, T-17 for brush or roiler. Clean-up Solvent: T-9 Thinner WeightlGaUon:
8.5 Ibs./gai. (1.01 kgll) vee (EPA 24): 3.0 IbsJgal. (380 gIL) SoliC!s By Vo!ume: S7% Theornlica! Qoverag" at 1.Q Mil f?5 microns) pry: 914 sq. ft. (22.4 m'll) Recommended Film Thickness:
2.0-3.0 mils (50-71; microns) dry -4.0-6.0 mils (100-150 microns) wet System!'" Please consull the appropriate system guide. the particular job 􀁳􀁾􀁣􀁩􀁦􀁬􀁣􀁡􀁴􀁩􀁯􀁮􀀠or your ICI
Devoe Coatings' Industrial Coatings Specialist for proper systems using this product. Systems must be selected considering the particular environment involved. SeryiceTemosmtu", Umi!§:
250'F (121'Cj dry Minimum pryTim" IASTM D H14o); At :') mils (75 microns) DFT SBlmrnte Tempe1il!Tempe1il!ure " mimum Rettlat DIJ Han! Maximom Recoat Sell IlO"f (16"CI GHours :<\4 Hours
2Wee1<s SO"f (Z7"G) 3 Hours 16 Hours 2Wee1<s Ventilation, 'film thidmSIH, humidity, thinning and othOr tactors can Inftuence the I'3te or dry. Warninq; The above lable provides guidelin..
only. Alw;J)'> consult your ICI Devoe Coafings Speoialist tor appropriate mooat windows since the maximum aQad rseoat time of this product may b. signlficantIy shortened Or lengthened
by avallelY 01 conditions, including, M not limited 10 humidiIY. 􀁾􀁵􀁲􀁦􀁡􀁣􀁥􀀠lemperawn!, and the use of additivas or thinners. The use 01 aooelera1! or foroe cunnjj may shorten the
aged recoat Of inaiviouaJ coatings. aabove flicoat window. may not 􀁡􀁰􀁰􀁾􀀠 if reooatlng wit\] aproduct 0 at than those listed above. If tile maxi· mum aged reeoal window Is 6l<Caeded,
pi.... consuit your IGI lrulustrial Coatings Sf}6ClaIlSf lor appropriate recommendalioll5 10 enhanc! adhesion, failure to obaetVe these precautions may result ilt irnertoat delamination,
Shelf Life; Over 24 months at 77'F (26'0) -unopened Hardness (ASTM 0 3383 7 day cure @V'FI25'W' 4H Mix Ratio BvVolume: 4 (base): 1 (cornerter) -see mixing instructions. . Induction:
NOlle required -see T]1ixing instructions. Pot Ufe: 4 hours @77'F (25'C) & 50% A.H. 􀁾􀀠 --..,.. ............_-...... .:;, '
GENERAL SURFACE PREPARATION 'All su_muSI be sound. dry. otean. free of oil. 'grease. dirt, F-IqyiP-lUiIy painted 􀁓􀁵􀁲􀁦􀁡􀁃􀁁􀁳􀁾􀀠May be applied as a protective mildew, form rolease
agentsj curing compounds, loose and clear coat to twO-component colored polyurethane coatings and flaking paint ana other foreign $ubetllm::es. epoxies for interior use. Not recommended
over alkyd or oHbased paints. DIRECTIONS FOR USE PRECAUTIONS For Industrial use only. Keep out of reach of ciliJdren. Consult Material Safety Data Sheets appropriate for this prodoot
for important heal\J1 and HMISsafoty information prior to use. DATA, SHIPPING Freight Classlftcallnn: 􀁐􀁡􀁬􀁮􀁾􀀠3. 􀁾III, UN1263 (flammable UQuid) , SbiJllling Weight: 4·1 gallon kits
-40 Ibs, (18.2 kg)Flash Point 80"F 􀀨􀀲􀁾􀀩􀀠5 galion 􀁫􀁾􀀠-49 Ibs. (22 kg) Packaging: 1 gallon kit (3.785l) 5 gallon kit (l8.925L) 0_80 gallon base 4.0 gallon 􀁾􀁥􀀠0.20 gallon converter
1.0 􀁾􀁉􀁏􀁮􀀠converter " JJntiIlg; DO not ,tint Thinning: Thinning is not normally required. required. How_r. depending on local VOC and air quality regulations. small amounts (5% at
less) 01 tile solvents on the reve"'. page may be added. SmaH amounts (5% or less) of 􀁄􀁡􀁶􀁾Coatings T-17 Thinner will imp""'. toller or brush applications. If loca1 VOC andlor air
quality regulations ere not an Issue. and depending on the indiVidual se!-UP of the spray 􀁥􀁱􀁵􀁩􀁰􀁭􀁥􀁮􀁾􀀠addHional thinning may be allowed to obtain the desired Individual llf1ish,
Contact your local ICI Devoe Coatings Representative rot additional information. Mixing: DEYTHANE 379 Enamel is a two-romponent product suPpiiaci in 5 gallon or 1 gallon kits which oontain
the proper ratio of Ingredients.The entire contents 01 each container must be _ logether.1t is imponan! that all mixing equipment is free of moiSllJre and that moislure does not contaminate
1he coating. Mix 1he beae portion to obtain a smooth, homogeneous conQition. Atter mixing Iha bese portion, add the convert-er slowfy with COfi. tinuacl agiralion. Mix thoroughly. The
pot life Of the mixed malerial is 4 hO"'" at 77" (25"C), Higher temperatures will red_ w01lOng life of the coating; lower temperatures will increase il. Application: Apply by airles.
spray. air spray, roner or brush. For eirless spray, any air, electrio, or gas operated alrlllSS sprayer capable of 3,000 psi (207 bars) and able to support a .011" to .017" tip sizes
can be used. Multiple guns and long fluid fines require pumps with adequate capacity, For air spray application, use a GI'llCO 11800 gun; a .rno" or larger fluid tip. Adjust fluid and
air prElS$Ure to get a good spray psttem. 􀁾Be sure all spray equipment and fluid lines are clean, , and free of water or solvents. For brush applloa1ion, use goocl qualrty. dry, clean
brushes. For roller application use new, short nap mohair rollere. Do nol apply over wet surfaces or under very humid condijions where condensation or fog could settle on the coating
during the cure process, Sprr.adlng Bate; For maximum protection in corrosive areas, apply 8.1335 sq. ft, per gallon (8.2 m'!L) or 3,0 mil. (75 microns) dry-4.8 mils (120 microns) wet.
In mild to moderate exposures. apply al500 sq. It. per gallon (12,25 m>/L) or 2.0 mil. (SO microns) dry-3,2 mils (80 microns) WQt. Make allowance for erry 100000S due to overspray or
surface irregularities. Dry Time: At SOU" (27'0) & 50% R.H., dries to rocoat in" hours and dries hard in 16-24 hours. Clean-up-Use T-9 Thinner. Cure Acceleration; DeVthane Cura Accalemtor
070AOOOO may be tlSeQ to aceelerat. cure 01 this urethane al or belOW 4Q'F (S·C). 070AOOOO us prepackaged (5 fluid ounces In a onehalf pint container) for field addition. The addition
of one 10 two ounces per gallon of urethane (one to two containers per five gallons of urethane) will decrease the dry hard time approxjmataiy one-third 10 one-half r .. spectlvely.
The pot life will be reduced one-haff to throo-fourths, Ut....·Violet Ugbt 􀁾􀁉􀁜􀁓􀁑􀁲􀁢􀁥􀀡􀁓􀀠(UVAJ: Devlhane Uba-Violet Uight Absofbar 080AOOOO is already contalned in Devthane 379
Olear Gloss. Additional Gloss Retention Enhancer is not required nor desired, Devthane Gloss Retention Enhancer is nol recommendacl in Devthaoo 379 CIOar Flat. ,1>6oo£6l82:: : 'ON XtO.:l
􀁓􀁾􀁾􀁓􀁴􀀰􀀳􀀰􀁮􀁡􀁡􀀯􀁓􀁬􀁎􀁬􀁴􀁏􀁤􀀠IJI : 􀁗􀁏􀁾􀀮􀀺􀁬􀀠
PRODUCT DESCRIPTION Generic: Alkyd.Urethane Genera! [)escriDtion: A premium quality Interior/exterior alkyd·urethane gloss enamel for uSe on wood or above grade oonorete porches or lloors
not laid dlreoUy on damp or water bearing suriace., May be used on interior ,Dr exterlor. abalie.grade surfaces, Also good tor wood· work, radiators. ornamental iron, boat docks, fire
escapas. elC. Features good resistance to abrasion, oils and washing. $pec!al Qyallflcatlons: Suitable lor use on slru,etural sudaces or suriares where there Is a possibility of inci·
dental food contact in commercial food preparation es!abJishmenfS, food processing plants and federally Inspected meal and pouHry plants. USDA no longer r&qulres or rumlshes product
terliflcation letters, FEATURES Advantages: • Ourable high gloss finish • Inferior or exterior usage • Excellent flow and leveling Easy applica!lon • brU$h. rol! or spray • ReedY for
use the day afler appncanon • Resillts marring. weathering and water spotting • PliIrformance ahemate ahemate tor Federal Specifications TT-E-4S7E, TT-E-489H. TT·E·506K. and D'-E-505A,
Limitations 01 u"'" No! for use in highly alkaline or chemk:ai areas. 􀁾􀀠'! j " "'1 DEVSHIELDTM 4328 Interior/Exterior Alkyd Urethane Gloss Enamel Cat. # 􀀴􀀳􀀲􀀸􀁾􀁘􀁘􀁘􀁘􀀠SPECIFICATION
DATA Color; White, ol1$tom ... ready-mix colors finilib.; GlOSS. 70 􀁕􀁦􀁬􀁾􀁓􀀠minimum @80" Clean-up Sblvant: MiMl'I\1 Spirits or VM&P Naphlha Weight/GallOn; 10.0 Ibs./gaL (1.20 kgll)
-wries with color 􀁾3.21 IbsJgal., (385 gIL)-vsr.lft wiih'color SolidS By VolUMe; 51 % ± 1% • varias with ooior Theoretical Cpyemge at 1,0 Mil Qcy: S1a sq. ftJgal. , (20 ""il) practical
Cove!J!CIe: Apply al4<)Oo5OO sq. fI.lgal. (10-12 􀁭􀁾􀁉􀁌􀁊􀀬􀀠Actual coverage may vary depending on substrate and application method. Recommended Film ThickntlGs: 1.6-2.0 mils (40-50
microns) dry· 3,2-4.0 mils (80-100 mlorons) wet Systems: Please consult the appropriate system guide, the particular job specification or your lei Devoe Coatings' Industrial Coatings
Specialist for proper systems using this product. Systems must be selecte<j conslder;ng the particular environment involved. Service Twpe@ture Umlt: 2OO'F (93'0) in air Flame spread
Rating: Class A (0'25) over noncombustible surfaces Flash Point: joseF (41'C) Dry Time @U'F (2!i"Cl & 50% RH; To touch -5 hoUls To recoa\ or light foot trail;" . 1 S houi'S 􀁾1M ilbov6
1abia Pnwltles Ddnl:!ral guidaliMe only, Always consult your lCJ Devoe CoaJil'l!ls SpaclaIist tor GPproprlattl meoat windo-.w slne& the m;pimum aged I'tco.al tima of l.tliS product may
be ,eignijleantty 􀁾􀀠l:l1hortllned Df IenglhenM by a vatillt)' Qf condlli.onr;. !nduellng. blJ1 nol Dm· I !ted to hl,ltOidlty, $utlace temper.e.t1Jre, and tha use oj e.ddlllve$ O( INn·:
nol$, ihe lJU of i3ccalellllors or rOr'ca curing may .a/\Onfn'll:ha aged I recoat of individual coatings. lhs a.btNa reeoai wil"lc!0W& may not 􀁡􀁰􀁰􀁬􀁾􀀠II1 (teO...ting with fJ proQUCt
othet t:I'Ien thoM Osred abc:MJ, Hthe maximum I agad recoat wJooow Is tlCcaaded, 􀁾􀁡􀁳􀁥cOl'\SUH your ICI1MI.ICI1MI.JStrial Coatitlga Spacl.aJlsi tor 􀁡􀁰􀁰􀁲􀁯􀁰􀁲􀁩􀁡􀁴􀁥􀀮􀁬􀁲􀁩􀁣􀁯􀁭􀀨􀁦􀁬􀀡􀀺􀁊
􀁮􀀺􀁴􀁡􀁬􀁩􀁯􀁾􀀠to' QDIlanee adhesian. Failvre 10 ODS'elV& theaa W-ecauuons may result \t1ll11.ereoat da:Bm-I, NUion. PERFORMANCE DATA PBQPERTY TESTMElHQD RESULTS Adhesion ASTM 􀁄􀁾􀀳􀀵􀀹􀀠Excellen
t: 5A No peeling or removal Oirect Impact Resistance ASTM 02794 Good: :> 10 in -Ibs. Abrasion Resistanoe ASTM 04060 Good OANGERI COM8U TISLE. HARMFUL OR FATAL I ead label and Malerial
2:0 3911d SJ.Nllld 1:)1 2:HEBB9E1L 09800 
Buck Page! 432S·XXXX , GENERAL SURFACE PREPARATION All surfaces must be sound, dry, clean and free of oil, grease. dirt. mildew, fonn release agents, curing compounds. loose and flaking
paint and other foreign .ubslonces. New Surfaces' Concrete (concrete floors) and Masonry' Do not use on floors .ubjecl to dampness from the ground. Cura at leas! 30 days bafore painting.
pH must ba 10.0 or lower. Roughen unusually sllllk poured or precast concrete by acid atelling or sandsweeping. Follow acid manufacturer's appftcation and safety instructions. Rinse
thoroughly with water and allow to dry. Remove loose aggregate. Prime properly prepared concrete floors less than one year old with solventbome primer DEVSHIELO 4130. Wood -Prime with
this product. Steel -Prime with solventborne metal primer DEVSHIElO 4130. Galvanl.ted Mellli and Aluminum -Prime with selvenlborne metal pllmer DEVGUARDTM 4120. Prevjously Pidnled Surfaces:
Wash to remove oontaminants, Rinse thoroughly With water and allow to dry. Dull glossy areas by light sanding. Remove sanding dust Remove loose paint. Scrub heavy chalk exterior ames
and overhead atBalI such as eavas with soap and water. All existing mildew must b. , .... moved by waslling wllh a solution of 1aoz. (473 ml) liquid household bleach end two oz. (59
mll non-ammoniated liquid detergent par gallon (3.785 L) of water. Rinse surfaces clean wllh water and allow 10 dry for 24 hours. Prime bare areas with primer $pacllled under New Surfaces.
DIRECTIONS FOR USE TInting: TInl the appropriaw base with lei Colorant•. S"readlng Rate: Apply at 400-500 sq. f!lgal. (10-12 m'lL) or 3.24.0 mils weI (1.6-2.0 mils dry). Actual ooverage
may vary depending on substrate and application method. For bas! hiding, 􀁾􀁮􀁴primers toward finish coat color. Certain $hades of yellow, orange, pink and red may require multiple coats.
IMPORTANT; Alkyd or alkyd urethane enamels may yellow in tim. in 111. absence 01 light. especially sunlight Al'pllca1@n: Mix thoroughly before use. May be applied by spray, roll or spray.
Brushing and rolling may require mulHple .;(leIS 10 achieve correct film thickness andlor hiding. No thin· nlng required. For airles. spray use a .015" tip. Adjust pressure as needed.
Do not apply when surface or air temperature is below 40"1" (4"C). Two coat! are suggested for bast reSUlts. Surfaces wated with this orodyct may become slipoery when wet. For adcUtranal
slip resistance in areas of pedestrian traffic. . add one pound per gallon of coarse pumice or other texturing maieria[, Orylng Time: At 77'F (26'C) & 59% R.H., dries to touch In six
nours, to IIghtfoottraffio and recoat in 16 hours. Low !empera.wre, high humidity, thick films or poor 􀁶􀁥􀁮􀁴􀁬􀁬􀁡􀁾􀁯􀁮􀀠will Increase these times. Clean-ul': Clean immedla!ely with
minerai spirits or VM&I' Naphtha. PRECAUTIONS . DANGER! COMBUSTIBLE UQUID AND VAPOR. IlARMFUL DR FATAL IF SWAllOWED. ASPIRATION HAZARD -CAN ENTER LUNGS AIlD CAUSE DAMAGE. IlAIlMFUL IF
INllAlEll. MAY CAUSE CENTIIAl NERVOUS SYSTEM EFFECTS, INCLUDIHG DIZZINESS, HEADACHE OR IlAUSEA. CAUSES m, SKIN AND RESPIRATORY Tl!ACT IRRITATION. OVEREXPOSURE MAY CAUSE LIVER, KJDNfl'
DAMAGE. WHEN llNTED, CONTAINS ETHYLENE GLYCOL WHICH .tAll CAUSE SEV£IIE KiDNEY DAMAGE WHEN INGESTED AliD lIAS BEEN SHOWN TO CAUSE 8111111 Dcm:rs IN LABORATORY 􀁁􀁎􀁾􀀠MAl.S. USE ONLY
WI1H JlDEQUATE VENTILATIOIl. KEEP OUT Of THE REACH OF CHILDRER. NOlICE; Product! In ibis series may contain sol••nls. ABporls have assoolated repeated and prolonged ocoupatlonal overexposure
10 solvent! with permanellt brain and nef'lOlJs system damage. Intelllional misuse by deliberately concenlrating and inhaling Illa contents may be hannful or faia!. For emergency intorroillion
call (800) 545-2643. For addilional :s.afiily informatiDn, refer 10 the Mater1a1 Salety oata Sheet for this product. Keep away from heat, spaJ1(s am! flame. Dc not smoke. 'lapors may
Ignlta. Extinguish all flames, burners, SioIlBS, h8a!B1li and pilot 􀁾􀁧􀁮􀁬􀁳􀀠and alSconnect all eleemcal motors and appliances ire use and uOOl all vapors are gone.Ns.mflog is done,
wear adust masK 10 aVOid breathing at sanding dUll. Do not breathe vaPOIli or spl1\Y mist If experience ffifI watering, headaelleS, ordizliness, leave the area. If propBriy ussd, a Il!spiratnr
may offill' 􀁡􀁤􀁴􀁬􀁾􀁩􀁯􀁮􀁡􀁬􀀠􀁰􀁲􀁯􀁬􀁥􀀼􀀻􀁾􀁯􀁮􀀮􀀠Obtain protes onal advice bmoll! uslnll-Close containar after each use. fIRST-IIiID: In case of skin contlIct. wash 0If qultkly
with plenty of soap and waler. Il!mova oontuninalad clothing. fur eye contact flush ImmedlaJelr witlr tifye amounts of warer, lor at least i5 mlnutas. Cblaln emergenq medical tmdment.
If swallowed, obtlill medical lraalm.nl Imllltldiat&ly. "inll,IaUon causes pllysioal discomfort. remove IIllresh air. ff disGomlort persists orall)l breatl!log difficulty otcutS, get
medltal help, NOIe: These warninlJi 􀀮􀁮􀁾􀁏􀁭􀁊􀁬􀁬􀁬􀁁􀀠fill produd ",Iies_ Priorfo lISa, re.d and tollow product spetlU: MSDS and lab.1 i"liml1.lion, 􀁾􀀠• SHIPPING Freight Classilicallon;
Flash Point: Packaging; Pain! 105'F (41'0) 1 gallon (3.7B5l) 5 gallons (18.925L) Shipping Weight 4 gallon case 5 gallon pail· -44lbs. (20;0 kg) 541bs. (i4.5 kg) SlN1I1d 1::)1 "nE889EJ:L

11/65/26e4 69:43 2812091774 KING FAB PASE 13/28 PRODUCT DESCRIPTION GlIneric: ModHied Epoxy 􀁾􀁥􀁲􀁡􀁦􀀠Pescriptipn: A high perf!lrmenoe, modified epoxy, l1.I$t Inhibitive, metal primer.
Provides 􀁥􀁸􀁣􀁡􀁾􀁥􀁮􀁴􀀠corrosion proteoflon and rusty melal adhesion far superior to alkyd primers. Ught gray color permits good ooverage with one finiSh coat. Use under alkyd, latex
or modified epoxy finishes. Also make$ an excellent alkali resistent masonry bonding primer, IyDiCl!I UIM' Ideal lor struerural steel, lankS. piping 11M equipment. SIlpcpl aualiflcations:
$uilable lor use on struotural surfaces or surtaces where there Is II possibility of Inci. dantal toed contact in commeroial food preparation establJshmenls, leod prooesslng plants and
federally Inspected meal and pouttry plants. USDA no longer requires or IUrnishes product certification letters. FEATURES Advantages: • ExceII"nt corrosion resistance • Good penetralion
of surfaces that cannot be weI! cleaned • Ideal for old. rusly galvanized metal s...rfaces • Excellent sll<all reslstanl bonding -pomer for masonry • Helps block efflorescence • Performance
alternate for Pederal Specffica60ns TT-C·5:lOB. TT-P·615D, andTT'P'645B PROPERTY Adhesion Pencil Hardness Flexibility Humldity/COrtOsion Resistance PERFORMANCE DATA RESULTs"􀁾􀀠ASTM04541
SOU psi A5Th! 0 􀁾􀁾􀁯􀁾􀀠H ASTM 0 522, Method 8, 1/13" No craCking or flaking ASTM D 45135, 3000 hours No blistering or delamination of the film, slight rust staining at scrib@DEVSHIELD™
4130 Rust Penetrating Metal Primer Cat. it 4130-6130 SPECIFICATION DATA C..a.Iru:i Ught Gray Finish: Flat P.I!!<ln-up Solvent: Xylene WelghtlGBII'lJl;. 11.1 Ibs.lgal. (1.33 kg/I.) llQl;!;.
3.50 IbsJgal. (420 giL) maximum Sollcts By \/olume: 470/, '" 1% TheQ:!!!.tl!:;;!1 Coverage at 1.0 !lotO Pm 754 􀁾􀁱􀀮􀀠fUgal. (19 nWI..) Practical Covemge; Apply at 285400 sq. Itlgal.
(7-10 rrAA.). Actual c:overage may vary depending 01'1 substrate and application method. Recommended Rim Thickness: 2.2-3.5 mils (55-88 miorons) dry -5.0-8.0 mils (125-200 microns) wet
􀁾􀁳􀀱􀁥􀁭􀁓􀀺􀀠Please consul! the appropriate system gUide, the parijcular lob specification or your lei Devoe Coalings' Industrial Coatings Speolallst for proper systems using this
product Systems must be seleeted considering the particl.llar environment Involved. Service Temperallllllt Umit: 22.5'F (107"C) In air Flame Spread BatIng; Class A (0-25) over noncombusllble
surfaces Flash Point: OVer 102'F (39"C) OryJjJll@@n'F (25'C! & 500'; Bit. To touch -6 hours To recoat -Overnight !fMJl.1t:UJ; The abOvG U!l'lf& provides genefal guldeiimm only. A!WQyti
eon· suit your 101 Devos CoWIng$. Spedalisl for approprlata recoal wlnd0w5 aiMeD lh& maxllTMn ag\;tCi facoBt tima of 1t\is product may be slgntflcan1ly snor1fined or ltIng1hen&Ci by
a variety of comfltion&. induding. !:rut not ilmw Ired 10 tn.Im!dlly. m.trfQea tcll"pQ1'3tUre, 300 Itle LIge af addtUvas or thin· Mrs.,The u.."te of _t:eekmJ.lora or 10teQ ouring may
.stu;;r(en the $JJEtd rotOat of inclMdWll eoat!ng:s. The abow reool1t windows may not apply If 􀁾􀁬􀀱􀁮􀁧􀀠wlln a pmduct otMr than thO'S" Ii$!ed 􀁾If !he 􀁭􀁥􀁾􀁭􀀠agfJ'(! rec:oef window
II exeet'Id9d, please C01"$uft ytlUr ICJ InduBh1aJ CbAtirlgs 􀁾il)! lilpJ)f'I:,)j:)rlBl9 tacommondatiol$ !O Mhanca aQhe.. 9100. Fa.Ilurs to ohseM thoso 􀁰􀀪􀁾may reault in inl.erroat
dNrn}natlon. '" Shalf LIf1I: 1 year minimum -unopened DA Sa 09800 
11./05/20134 09:43 2812091774 KING FAE PAGE 14/28 .................vy............... GENERAL SURFACE PREPARATION All sulfllces must be sound, dry, clean and free of oil, grease, dirt,
mildew, form release agents, curing compounds, loose and flaking paint and other foreign substanoes. New Sur1aces; Steel -Best ra$U1tS are obtained over a sulfllca sandblasted to a Commercial
Slast (SSFC-SP6). Performance over hand or power-tool cleaned surfaces is dependent on the degree of cleaning. Old Galvanlxed Metal -Old rusty. galvanized metal sulfllces must be wire
brushed and scraped to remove loose rust and primed with this paint. Concrete, PlasNr and Masonry Cure at least SO days before painting. pH must be 10.0 Or lower. Remove laitance and
roughen unusually slick poured or precast concrete by acid etching Or sandsweeping. FOllOW aoid manufacturer's application and sa.fety instructions. Rinse thoroughly with water and allow
to dry. Remove loose aggregate. Prime with this paint. f![!IV'ouslv Paint@.cLS.l,lrfaces: All spota failed by rusting. peeling, blistering, etc. shall be wire brushed and scraped to
remove all loose or loosely adhering material. Spot prime bare areas. For optimum perJormance In more corrosive areas, entire surface should be abrasive blast cleaned. DIRECTIONS FOR
USE 􀁾May be tinted 􀁷􀁾􀁨􀀠up to two oz.{gal. of lei Colorants. SpJ'l!ading Rate: Apply at 285-400 sq. ft.lgal. (7-10 m'lL) or 5.0·S.0 milS wet (2.2·3.5 mils dry). Actual coverage may
va.ry depending on SUbstrate and application method. Application: May be applied by brush, roll or spray. Apply liberally. For ainess spray, US'El a .015" tip. Adjust pressure as needed.
No thinning required. Do not apply in damp weather or when the surface or air temperature is below or expected to be below 40'F (4'C). Brushing and rolling may require multiple COBIS
to achieve correct film thickness andlor hiding. Drying Time: At77'F (25'C) and 50% R.H., drias to touch in six hours and to reooat OIIernight. Low temperature, high humidity. thick
films or poor··ventilation will increase these times. Clean-up: Clean immediately with xylene. PRECAUTIONS DANGERI CDMBUSTIBLE UQUID AND VAPOR. HARMfUL Of! FATAL If SWALLOWED. ASPlRAll01l1lA1JlIID
-CAN ENTEll LUNGS AND CAUSE DAMAGE. HARMFUL IF INHIlUiD, MAY CAUSE CElITRAlIIERVOUS SYSTeM El'FEClS, INCLUDING DIZZINESS, HEADACHE OR NAUSEA. CAUSES EYE, SKlNAND RESPIIlATOIlYTIlACT
IRRITATION. OVEREXPOSURE MAY CAUSE 􀁕􀁖􀁅􀁾􀀬􀀠lOONEY DAMAGE. CONTAlliS CYRSTI\LLINE SILICA WHICH CAN CAUSE LUNG CAN&fII AND D11lER LUlfll DAMAGE IF INHALED. CDNTAINS MiCA WHICH CAN
CAUSE PNfUMOCDNIIISIS. WHEti TINTED. CONTAINS E'J1IYLENe GLYCDL WHICH CAN CAUSE SEVERe KIIlIIEY DAMAGe WHEN INflESTED AND HAS BEEN SHOWN TO CAlISe BIRTH DEFECTS IN LABDRATORY ANIMALS.
USE ONLY WITH ADEQUAlE VENTILATION. KEEP OUT OF THE REACH OF CHILDREN. NOTICE: Prod.1lIs in !his seriel' contain llOlv&nlS, Reports have associated roj)eated and prolonged occuplrtional
overexposure 10 solVents with permanent brain and nervous system rlamage. Intentional misuse by deliberately ooncentrnting and inhaling tile contents may btl harmful or fatal. for emergency
Information call . (800) 545-2643. Keep 􀁡􀁷􀁾from 􀁨􀁳􀁡􀁾􀀠sparks and flame. D. IIlll smoke. vapors 􀁭􀁾lanhe. Extinguish all flames, burners, stoves, heaters and pilotIlgms and disconnect
all elettrital motors and appliances before use and until all vapors are gone. If sanding Is done. WBar adust mask to avoid breathing of sanding dust illl not breathe vapors Or apray
mist If you experience eye watering, headaches, or dizzine:;tre lhe area. If properly used, a respirator may offar additional prutBction. Obillin professional advice before using. Clooe
container after each u IRST AID: In case of skin GorrtaGl, WllSh off QuiCkly wiIIl 􀁾􀁉􀁥􀁮􀁴􀁹􀀠of sOOj and water, remove contaminated clothing. For eye &OnIact flush Immodialely wllh
Iar!ie amounts ol_r, for 􀁾􀀠least 15 minllll!s. Ilb!BIa emelll,"" mellicallrealmenl. Hswallowap, oblllin medical treatmelllimmedialely. If inhalation causes physical discomfort, rmwve
to frnsh frnsh air. If disoorrl!ort persists Or any brealiling diflicully occurs, get medical help. N0t8: Theu warnings encmnpass the product uries. Priorto US9, read and lollow pmdulll1l!lecifie
MSDS and label inlnl1llalion. "",_ ,. SHIPPING Freight Classification: Paint Shipping Weight 4 gallon Gase •46lbs. (21.6 kg)Flash Point Over 102°F (39"C) 5 gallon pail-59 Ibs. {26.8
kg)Pacfraging: 1gallon 􀁫􀁾􀀠(3.7BSL) 5 gallons (18.925l» 
TNEMEC PAINT SYSTEM .{ • 
11/02/2004 16:56 972-312-8408 TNEMEC-BARRY GROUP PAGE Fluoronarl! Clear SERIES 1076 PROOUCT PROFILE GEHERIC IIESOOPOOH AdvanC<!d Thtmloset Solution Fluoropolymc-r Clear COMMON !!SAGE
An """'rior dear fluoropol')'Tner finish coat especially designed to enlw.nce the ""eriot wenthe:rabjtity of FlU.Qt'Oruif and HydroF1on. Fluoronat Cl(,:3t has ol.ltStanding resititance
to 􀁵􀁬􀁴􀁂􀁾􀁜􀂷􀁩􀁯􀁬􀁥􀁴􀀠light proviljing extended t.:olor antl gloss rt:{entlon, .An indiC3JOt d)'{: is provided to :tid in applicltion. COUlR Clear. Note, 44,·500 Will change the
'ppelll'rulcc to 0 vIolet tin! during application, Airer , ® period of up to n nour. of sunlight ",,",osur<;, .pp",.r:tnce ",11 be clea,. Emis/! High gloss 􀁉􀀧􀀡􀁘􀁦􀁏􀁒􀁍􀁬􀀬􀁾􀁻􀂣􀀠CRllfill
Ext<:nsive teSt dara 'Vlltlable, Coo",,, your Tneme< representative lor speclfic teo" ,,,,,,,Its. COATING SYSIEJlI IIISE COATSSeries 100. 1()7Q. 1()78. Nat<; S.ries 1076 .hould be applied WIthin 14 day. of 􀁾􀀠Series 700. 1070 or 1078 'pplkation. SURFACE PREPAR:l.l'IOS Prepare s"",ces by method suitable for
exposure and "rvice. (See ll;w¢ COat Produ" nail! Sheet for surface prepat<ttion recommendaticns..) . Al1 StJRFAr.ES Must 00 clean, dry and free of oilJ grease and other contaminanVi.
TECH.c,rCALl)AtA . VlIUIME >GUIlS 56.7 ± 2.0% (mix",,) RlCOMMEllDED DfT 1.5 to 2.0 mils (40 to 50 microns) per coat Note: Nun>ber of 0Cla1S and thlclm_ requ!remc.o." Will """Y _ 􀁾applicatl.ol1
_<>d ""d exposure. Contact your Tnemoc: representative. 􀁃􀁕􀁾􀁎􀁇􀀠TIM! Tempet'llturc To Touch To Handle Minim ..... Recoar 75"F (24'C) 11\ heu", 6-8 hoo,,; I 24 ho,,", I • 􀀮􀁍􀁾􀁭􀁵􀁭􀀠􀁲􀁾􀁯􀁡􀁴�
�􀀠7 days. CUring time varies 'With surface u.:mperaturc. air 􀁭􀁯􀀬􀀬􀁾􀁭􀁥􀁮􀁴􀀮􀀠hClltlidity aod rum thickn.... \f{)lATIU: ORIiAIIK Untbjoned 'I'hirincd So/, COMPOIJND5 3.18 Ibs/gallon
3.31lbslllallon (381 gratnSllitre) (404 gramsllitte) Tll!OR£JK:Al CiJlI!RAGE 910 mil ,"1 fr/gal (22,3 m'/L at 25 microns). See APPllCATION fOr coverage rateS, NIJI.\OE! OF roMI'IlNEllTS
'!Wo: Part A and PlIl't B MIXING 1A1iO 1A1iO By volume: Four (P.". _'0 to one (Part Il) 1'fl0000lHG Sroafi KJt, Consists of • paniaUy ftlled one-gallon""" of Pa4•• quart """ of Plln
Il and a foil' p"clmge contoWng. vial of 44-500. When mixed yields on. gallon (;;:191).􀁾􀀠. Hff W£IGlI'{ltx GAllON 9.26 ± 0.25 lbs (4.20;1; ,,1 kg) (mb<ed) STGKAGE 1lM1'WJlII<! Mlnlmum
2O"F (o7"C) M.:xJmurn 110'), ('We) lfAIPfRAlliRE RESIS1IIHcr (Dry) Continuous 25O'F (l:lil'C) lrttermittent 21S'F U"'C) SHElf UFl 12 months at recommended s,,,,,,se tempe"''''"". HASH
I'IJllff· SffA Part A: 80"F (27"C) Part H: 130'F (54.'C) HEAtTH &SAFETY Paint products contain chemlcal ingredieots which are coruici.r<:(! hazardous, R""d container label wamln!; and
Ma<erlaJ Safet), Dara Sheet for impott1nt health .nd Safety infonna· tion prior to the use of this product Keep (>1lt of the 􀁾􀁥􀁡􀁣􀁨of 􀁾􀁮􀀮􀀠􀁍􀁾􀁳􀁨􀁩􀀠􀁾􀀮􀀧􀁵􀁬􀁩􀁮􀁊􀀠d,IO ad
􀀡􀁾􀁪􀁬􀁾􀁾􀁲􀀮􀀺􀀮􀀠;,. $!Al.t! It 111119-..􀁾􀁾􀁨􀁜􀁬􀀡􀀠M!!Gt. Thf. UlIIii!J 􀀨􀁏􀁴􀁯􀁻􀁾􀀠d Wll'lf.lftll\l&<.UIn 􀁾􀁈􀁾􀁨􀀡􀀠" rllflIMf614U t!u IIIIIlI om,.lltt!laitO! 􀁾􀁗􀁉􀀠ud
1r.llll!{fjOill tI ,ou Qr 􀁣􀁾􀁾􀁬􀁯􀁤􀀠you 1;(1111\ np:ntft'Dllr. ftl NIIOtI! 􀁉􀁾􀁗􀁬􀁴􀁉􀀱􀀴􀁾􀁉􀁄􀀠QDIf it.lUfWW. C.Moucll 2004, by T.ncmec (:Qmpv1f. !nt'. 1076 
1l/!!2/2ae4 16: 56 972-312-8468 TNEMEC BARRY GROUP PAGE 82 ERIES 1076 Fluoronar:<5' Clear AI"PllC,\,fiON COVERAll! RAlB , Dry Mils I Wet Mils SqPtlGd I(Microns) (MIe",...) , (a.'/GoI)
I So"""".d 2.Q (50) I 3.5 (90) 449 (41.7) Minimum 1" (41) ! 2,; (65) ,99 m.6) I Max.imUIl1 2.0 (SO) I 3·5 (90) 􀀱􀁾􀀠(41,7) II.IXIWG fOT ilfl THINNING AflOVv' fer oven-l'fl'lY and b'Urfure
in-egulaOties. Pilm thicknes.oI:O Is rounded to the m.'$resr 0.5 rrul or 5 microns. Application of coaling Ix:Jow minimum (ft: obo"" maximum t<lC(>mUIended dry 111m thicknesses Il1ll}'
􀁾aff«t cooting 􀁾􀀠SmallllJt, .Add conterus of [he vial of 44-500 10 Part A while unde, .gitl!tian. Mix thotoughiy. Add contentS of the quan can marked Part !l to !he mlxmte of Parts
A ""d 44"500 while unde, 􀀮􀁧􀁩􀁡􀁾􀁯􀁮􀀮􀀠Continue 􀁾􀁧􀁩􀁬􀁡􀁴􀁩􀁯􀁮􀀠Im!il ;ill compone!\tS are thoroughly mixed l.mpottMl: Mixing 􀁲􀁡􀁾􀁯􀀠ls IoU! (P-.rt A') to one (Part :8) bv
volume. Do not 􀁵􀁾􀁥􀀠Ili.bcr.:d material beyond pot life litnlL..... Ctutioru Fan. 'S is 􀁭􀁯􀁩􀀤􀁴􀁵􀁲􀁍􀁾􀁾􀁴􀁩􀁶􀁥􀀠ano \\111 rt."n<.1 with 􀁡􀁴􀁭􀁯􀁾􀀧􀁐􀁢􀁥􀁲􀁩􀁣􀀠moisrure. Unu.'ied
nl"t¢rial rot1$. 􀁴􀁾􀀠kept tightly -closed at t\U times. 4 ho,,, ••t n'T' (25'C) unthinned 5 hOUr> '" "'F OS'C) thinned Por air .pray, thin up to 5% Or 'A pint (190 roL) p<:r gallon
with No.2 Thinner, For roller. thin 5% to 5% or 'A pint 090 mL) per gallon mtb No.2 Thinner, 'rhinning ;. requi,,,(! for proper applicnti011. caution. Do no< add thinner if rno", ullln
thirty (30) minutes Mve ei'ps«d :lite, mixing. Wnimum 4Q'F 􀀨􀁾􀀧􀁃􀀩􀀠Maximum 120"F (49'C) The ,,,,f.ce should be dr] and at J"<lSt ,'f (,'C) above the dew point. Cure timt': Oe<:essaJ;V
[0 resist direct contact with moisture at surfucc tempemU.lrli:: 6o'p (16'C); 6 hml':' 70'F (21'(;); 3 hours !lO'F (27'C): 2 hours W'F 􀀨􀁾􀀲􀀧􀁃􀀧􀀩􀀺􀀠1 hour lOO"F (38'C); jO minu'''''
1f the 􀁣􀁯􀁡􀀮􀁴􀁩􀁮􀀮􀀮􀁾􀀠is exposed to moi$rure befoTe the prc(."t;':oing cure paramt.:tt:n> al'e met, dull, flat Or spotty-:f.ppeadnN :i1.reas 􀁯􀁾􀁹􀀠develop. Actual timer-; wiU
Vii.Vii.ty with air 􀁬􀁩􀀺􀀧􀁉􀁯􀁜􀀭􀀭􀁥􀁲􀁮􀁾􀀬􀀠fUm 'thickness and humidity, Al"lliCAnON mUIPMENT A;t S;>ray ! Gun Mat'l HOSe i AtoJ1l.l%ing m i Pressure 3/8" or in" ! 715-00 psi (9.;
err 12.7 mm) I (5.2-6.2 bad ! 􀁄􀁥􀁖􀁩􀁬􀁢􀁩􀁾􀀧􀁩􀀠! MHC l Ei 78 I 5/16" or 3{8' i (7.9 or 9.5 rru!l) 10-20 psi (0.7-1.4 b:lfl Low tcmperarures or 􀁬􀁯􀁾􀁥􀁲􀀠􀁨􀁯􀀺􀁾􀁳􀀠requjre higher
pot pres.."lure. U;;e appropriate tip/atomizing prc$$Uffl' for <''qu:ipmem, :i.pplicator 􀁴􀀨􀀺􀁤􀁬􀁏􀁩􀁱􀁜􀁊􀁾􀀠(mel wenth<."f condltiom. Roller; Use 114" (6.4 nun) Sj"'l1thetLc Dap
coVcir. Do not Ufie medium Of long nap roller coveN;. Brusru Use high quoGty 00""'" "1' synthetic bristle brushes. UfANUP Flul.'h and cle3.1J all equiprot:n[ 􀁩􀁭􀁭􀁥􀁤􀁩􀀮􀁡􀁬􀀻􀁥􀀱􀁲􀁾􀀠after
use with me: 􀁔􀁾􀁣􀁯􀁭􀁲􀁮􀁥􀀮􀁮􀁤􀁥􀁤􀀠􀁾􀁮􀁵OT MElC. --4 '! • • llIflR ((lMfAh'Y IXUllPdtlJfft 'm 􀁃􀁏􀁾􀁯􀁷􀁴􀀠DlIYf, W/S4S (lIT, M50UIJ 6411(1'1312 TIt ! IJDD 􀀱􀁾􀀱􀁊􀁕􀀨􀀠1 -.ww.lnilmtt.UfII

PAGe: 03TNEMEC-BARRV GROUP11/02/2004 16 54 972 312-8408 Endura-ShieldE' n SERIES 1075 PRODr;cr PROFILE GENERIC DESCRlmON CO/MIIJII USAUE COLORS® flNISU SPECIAL QlJAUfiCATIONS COATh'\G
SYSTEM PRIMERS' TOF{oMS rECHl\1CAL DATA VOUIME SOlIDS" mOMMINOED OF! (UKINGTIMI VOL\TIlt ilRUANI[ COMPOUNOS· THEORETICAL CO'IEWlI' NUMBER Of [OMI'()NElITS MIXING RAllO rA(l(AljlNG NET
WEIGHT PEl 1i1Ill0N' $1IIRAGE TEMPERAllJ1IE itMPERIilUI!E RESISlANCE Aliphatic AcryJic l'oJyurctllan<: A canting highly lesistatlt 􀁾􀁯􀀠abrJ,sjon. -..vet 􀁣􀁯􀁯􀀮􀁤􀁪􀁴􀁬􀁾􀀩􀁮􀁳􀁬􀀠corrosiVe
fume!> and exterior 􀀧􀁉􀁎􀀢􀁥􀁡􀁴􀁨􀀨􀀬􀁾􀁲􀁾􀀠 inS· Jijgb build quality combines whh project specific primes for two-coat, labor saving S}"'Stems. F:a.c:t cllriog options are Oivnilabic;
see Curing TIme below. Product h;;iS son\£: nppllCiltions as a direcr to metal 􀁦􀁩􀁮􀁩􀁾􀁢􀀮􀀮􀀠Contact your Tncmec rupl'esentltivc fot more demUs. NOT FOR L"<!MEllSiON Sl!.RYlCE. Refer
to 7nemec ColO! Guide. Note: 􀁾􀁴􀁡􀁩􀁮􀀠colors may J.'equkc 􀁲􀁯􀁵􀁾􀁰􀁬􀁥􀀠CC);:I.ts depending on method of appliation and rmish coat color. When feasible, the pn:ceding OOilt should
be in the ..arne color family, but noticelibly diff",ent. Semi-sloss Nooe:r Series 1075 111C€tS CaHfornia',; SCA..QMn. Rule 11.13 definition f(1r "RuS{ Preventative Coating" w.ben .,.ed
for m.tal sumc,", '",Iy or fur "'E>s<lntial Pl1blic fbv;""." Soriosl075 also meL'IS the "'''lWremems of SSPC-B6 P:lJru St:>ndard. ContaCt YOut 􀁔􀁮􀁾􀁭􀁥􀁣􀀠rcpresent:ltive for $pccIfic
􀁴􀁴􀀺􀁾􀁴􀀠resultS. Steel: Series 20, .1'00, ZI, 66, N68, N69. 9t-l:!,O, 90-97,104,135,1<140,161,530 Galvanized Steel and Non·Ferrous MeCll: Series 66, Ne9, 161 Concrete, Series 66,
N69, 84, 104, 161 CMU: 54·oliO. 130, lnt<:tmcdiate COOt required Note: l)d'ore topco;ttjng with SerIes 10i5, Series 530 exterior exposed 􀁭􀁾􀁬􀁲􀁥􀀠than 24 hQ\Jl!\ 􀁭􀁾􀁬􀀮􀀮􀀡􀁩􀁴􀀠fJ.,rst
be $Qlrlfled or receive an intermediate coat of Tm::mee p()Jyamide epoxy. A.ls<'>, Serie, N68 exterior ""posed for 21 day. Or Series N69, 104, N140 or 161 exterior exposed more than
two months must fu'St be scarified or reprinted with themst!:ivtCs. 􀁂􀁬􀁡􀁾􀁩􀁮􀁧􀀠with fine 􀁩􀀱􀁢􀁲􀁾􀁶􀀢􀀧􀁓􀀠15 the preferred Olt:thod of t:lcarificatioo. Se"e., 76, optional "'hen
=nd<:<i weather.billtY is desired, All SURFA[E$ hou" 75 1 2.0% (mixed) 2.0 to 5.0 mll. (50 to 125 microns) per """t, Note: Number of coatll and thicl<.!:!css requlremcnts will T.U"Y
with substrate, applialtlon.method and e:o:po:rure. Contact 'Your Tnemec "'presernatiVe. Tem To l'wch To Haodle To Re<:_ is.,, (24'C 1 hour 6 bou" To 􀁾􀁇􀀱􀁳􀁴􀀠moi.;;tt,u:e condenSation,
6 hours. Curing time vari W'l:U\ h'tllfuce rernperature. 􀁾􀁴􀁩􀁲􀀠movement. humidity liXld film 􀁴􀁨􀁩􀁣􀁫􀁮􀁥􀁳􀀮􀁾􀀬􀀠Note: Ft)r rnSbef curing alld 􀀱􀁯􀁷􀀭􀁴􀁥􀁭􀁰􀁾􀁊􀁲􀁵􀁲􀁥􀀠􀁡􀁰􀁰􀀩􀁪􀁣􀁡􀁾􀁯
􀁄􀁓􀀬􀀠add No. 44-710 urethane Acceler"tor; """ $cparnte product d.ta sheet. Contact Tn<:mec Techn'c:a! Setvi= for folte curiTl$ timeS 3110 ,emperature •. Unthinned No.. :;9 ThlnDer
No. 4z Thinner No. 48 nllnnc't' 􀀨􀁍􀁾J,%) (M.xiamm 15%) (MaximU1l IS%) 1.84 lbslg-.illoo 2.42 IbslgaJlon 2.4S IWJl"lloo 2.55 los/gallon (220 gr.>m.,IUttc) (290 gram:;llitre) (297 grnms/1i,,,;)
(305 gr:uru;llitre) 1,203 mil sq ftJgal (29.5 m'll.•t 25 microns). See APPllC ....TJON for covetage mle'. TM>, Nrt A and Port B By volume: Eight cP:ut A'J to """ (paIt 13) Three Gallon
Kit: Cons;"t, of a p.rtJally·fJlled nve·gaU"n can of pnrt'A Md • p ••ti.,Uy·lillcd haIf·gallon can of !'art E. When mL""d, yic1ds 􀁾􀀧􀀱􀁬􀀺􀁥􀁣􀀠gall""" (U.4I.). Onc Gallon Kit: Cons",,,,
of a p.rti.lIy-l\llcd ooe'g,illon Clm label<:<i Part A ,md a p"rtiJlllyfilled pint can JalJ.JL'tI Pan: ll. WI",,, mixed, )'ields one gallon (3.791). 12.75 ± 0.15 "'" (5.80 '" .11 kg)
Minimum 20"F (-7"0 Mwm\tDl. 1100 P (43"C) (T)<)') COntinuous 250'F (12l"C) lntcrmimmt 275°F (l35"C) hbll'.lItd 􀁬􀁴􀁩􀁨􀁾􀀡􀁾􀁲􀀠dOlO 􀁄􀁾􀁾􀀠!M1I.tt1n, t{G: nLjw 􀀡􀁾􀀠􀁴􀁾􀁉􀁄􀁾􀁴􀀠I'flllltlll
nll!tt_ lh. 􀁴􀁬􀁬􀁩􀁾􀁥􀀠􀁻􀁧􀁉􀁑􀁬􀁯􀁾􀀠􀁾􀁴􀀠fI' ....... 􀁉􀁾􀁯􀁭􀁦􀀨􀀮􀁴􀁾􀀠'M,II 'I 􀁬􀀬􀁲􀀮􀀧􀁾􀀢􀁉􀁃􀁾􀀠r,r lhl_1 {l:tltDI k<hkcl dOH en; inl1lcn19lS inl1lcn19lS VI 􀀧􀁲􀁾􀀠Dll
(<<II'tl rDilI Tntmu "FJUfI'\tf1i¥t 􀁦􀁾􀀠􀁷􀀡􀀡􀁬􀁉􀁦􀁉􀁬􀁬􀁬􀁴􀁾􀁾􀁲􀁬􀁾􀁬􀀠in. "d lMIt.(IiI,""" () Sept;;."I'Iilio:tl' 2002. by 􀁔􀀮􀁲􀁬􀁬􀀺􀀢􀀢􀀬􀁾􀀠􀁃􀂢􀁾􀁮􀀩􀀧􀀬􀀠1l\C, 1075 
PAGE 04n£MEC-BARRY GROLP TECHNICAL (lATA continued flASH I'()jNT •SErA hrt A, 9S"F (35'0 Pan B, 155'F (57'0 ',-SHill UfE 12 mo;():rhs 3t recommended 􀁳􀁴􀁯􀁾􀁥􀀠tempt:r&ture. HfAUH &SAFElY
'rhi.or; product contains chc:roicat ingrr;diel.'lts which 3'C'c comiden:d haznrdovs. Rt::.ad container l:.tbel wartling and rt:lat<;rinl 􀁾􀁦􀁥􀁴􀁹􀀠ch1ta 􀁾􀁥􀁴for imporomt healtb
Sind 􀁳􀀺􀁡􀁦􀁾􀁴􀁹􀀠infonJlatiot'l prior to the use of thl$ product. If:<:ep out of the I'<!:OCh of cblldren. APPLICATION (OVERAGE IiAlES' High.Build (Spray Only),. I J:>ry Mils I We'l\fiIS
I5q Ft/Gal Dry-MIls Wd Mils I Sq ,tfGo! I (Microns) (MiCro",,) (m'/Gal) (Mlcro",,) (Mlororuo) (at'/G3.\l i I 􀁓􀁕􀁾􀁴􀁥􀁤􀀠2.5 (65) I 3.5. (90) 4S1 (14.7) 4.0 (100) 5.5 (140) 50' (28.0)
I Minim\lm 2.0 :SO) I 􀀳􀀮􀁾􀀠,Z;;) 1 602 (55.9) 3.0 (75) j 4.0 (100) «r1 (373 I. Ma.'tinn,nn 3.0 (75) I 4.0 (loo) I 401 <37.3) 5.0 (125) I 6.5 (165) 241 (22.4) I G>ln I F1ukl AlrCap
! AlrH_ Mael Hose AtoInUzing Pmi Tip lD m Pressure _re DcvlIbWi : E 78 I,/16" or 3/8' 3/8" or 112" 75·90 P'i 􀀱􀀰􀁾􀀲􀀰􀀠psi i , MOC ,/.9 0, 9.5 nun) ()).S or ".7:run) I (5.2-6.2 mr)
(0.7-1.4 bilr) i Low rem er.tt:tlres or loa er hoses r p g 10:: hi er 􀁾􀀤􀁵􀁴􀁥􀁟􀀠J 􀁔􀀡􀁰􀁾􀁣􀁥􀀠AtomiZing 􀁾􀁲􀁥􀀠Mat'I nOS<! ID Maai.!Old :Fili>er 􀁏􀀮􀀰􀀰􀀹􀁾􀁬􀁢􀀮􀁏􀁬􀀳􀀢􀀠300[)'3500
psi V4" or 3/8" 100 mesh (2;10-330 m1croos) (ZO'/,241 bar) (6.401'9.5 "'m) (150 ruiC1tJM) . ... .Usc appropnote ripfatOl!1lZl!lS pr_ for eqUIpmen.,. appheator rechnique ,m<! """"thet
eondilions • Rol1cr; U$C 114' (6.'1 mOl) synt.ctic n.p cover. Do' not"'" medium or long nap roller COve"'. Two Coats"'" requin;<l to obtain dry mm thicknes> abovc 3.0 rnlls (75 micron,).
Bn>$b: ReooIM\<nded for :;nun arellS only. ll>c hlgh quality natural or synthetic bristle btUahes. '1'1'>'0 coats .,." requirc'<i to obuin =or!lJ'Ot:nded 5lm thlcl<ne.. ibove 3.0 mik.
(75 microns). Flush and clean all equlproent immedimely .fter u"" with the "'''''mtnended thinner or MEK. • Values may val'}' ......·ith colot_ 􀁾􀀼􀀠MlXIH. I'Ol Uff 1lI1!1NIMG SlJRFA(!
TEMPERAtuRE JlPPU(AUON EQIJlPMEIIT NOlI!: C:tn be .pray applied ot 3.0 '" 5.0 ,,,,1<; as to 125 m,crons) DFr per Coat wh<:n 􀁾proteCtIOn <Jr the elimination of a Coat is cbited. AU"",
for overspr"y and surface irregularities. Film thidm.... i, """"ded I() the ne=< 05 mil Of 5. miO'OrlS. AppU_ ofcoating be'-􀁾􀁵􀁭,,,.wove maxlmwn """,mmended dry film Ihlclcncsses:Jll"Y
ruI.verscl:y afil':ct cOl1Jfug pedo"n""= Stir contents of the contalner marked Part A., makinS :>U!C no pigment 􀁾􀁭􀁡􀁩􀁮􀀤􀀠on the bottOlll. Add the content..c; of the can rr..arked
Pan: 1) to Pat'!: A wbile under agitadon, ContiI'\ue agimtton until the t'9\to components ,re: thof'Oi.lghly mixed. 'Whc:n used '\\-ith 44-710 Urethane AcccleratQl;\ first blend 44-710
intO Part A under agit::ttion; cont.l.n.Ue 2$ above.. Do not \ll;e mixed 􀁊􀁍􀁴􀁥􀁲􀁩􀁾􀀠beyond pot life limits. Caution: Pan B is moisture-$t:nsitive and will react wilh :ltnlOspheric
moist\Jre. Unu;icd matenal n1USi: be kept tightly closed at ull times. l!.6 hou", .t 77'F (2S'C) unthinned Z hours at "n'F CZ5"Q thinned POI air or airl"" ••prny, thin up to 15% Or l'A
pints (;70 mt) per £."Uon with No. 42 Thinner if tempernOlTt:S are below MOP f.27A C), use No. 48 Thitmer for tt:mpetatvres above 8O"F U7°C). For bl'llsh aad roll"" rl1in 15% or 114
pints (570 0\1.) per galion with No. 39 Thinner. Note> Thlnnmg Is requln:d for proper application. CautIo"" Dc>,.,t>! add thinner if more rl"," 30 min""", have el:ap:;<:d aft., nllxing.
Minimum 35'F (2'(;) M.,,,imu,,, 120"1' (49'0 Th••uhe .bouJd be dry:md at 􀁬􀁾􀀬􀀠S"l' G'O above the dow polo,. Tf coating 1s e.,,-::poscd to moistUre: 􀁢􀁾􀁦􀁯􀁲􀁥􀀠the applii.:able
cure paramt ..'te!s an.: met, dull, fla.t Qr $p()tty appearing are2S may develop. Actual curt' time wilt vary with :ti.r movement, filnJ th.ickn.", and hUmidity. AIr Spray I 1ltU.K (»Nm
l:KOuor.tIlO uoe 􀁴􀁾􀁬􀁴􀀧􀁏􀁩􀁭􀀠OlIff, ww.s (lty. 􀁍􀀱􀁓􀁓􀁏􀁕􀁾􀁬􀀠/oHiO-1m 1ft I 100 TM!MH 1 W"nr.llIamt{,ClHl 
11/03/20134 -..J' -II 􀀧􀁊􀀧􀁾􀁅􀁍􀁅􀁃􀀠PAGE 02 l'RODUCl' PROFILE GENERIC !lESilII'llOli COMMON USAliI (Oll)''!$ fIIIlSH 􀁓􀁉􀀧􀁴􀀨􀁾􀁌􀀠OUAllACATIfJHS PERftWMNCE 􀁾􀁉􀁉􀁅􀁒􀁾􀀠 COATlNG
􀁓􀁙􀁓􀀱􀀧􀁅􀁾􀁛􀀠PRIMERS TOfCOAlS STEEl PRIMED STfEI. GAlVAHIZEli Sll'tl & NOitFERROUS METAL iASI/OlKllLE IROH COHCllf[! CIoW mmED SURfACES IJ.l SURFACES TECIll'ilCAL DATA VOWME 􀁾􀁏􀁕􀁄􀁓􀀧􀀠RECOIM
\!NDIllIlfT CURING 11M! Polyrul1iae £POll.'Y lndustty standard for epOJo."Y coatings for over ,30 ye:1fs. Known for its fOl'glving appiIcation characteristics in adverse 􀁾􀁤varied conditions,
and for bench.w.a.tk performance. 􀁒􀁾􀁦􀁥􀀮􀁲􀀠to Tne.mec Color Gul<ie. Note: Epoxi<:s chalk with ex:tended 􀀡􀀡􀁾􀁏􀁓􀁕􀁔􀁃􀀠to slln1lSht and may yellow on a,gitlg, Lack. of ventilation,
incomplete mixing, 􀁭􀀮􀀮􀁬􀁳􀁣􀁡􀁴􀁡􀁬􀁹􀁾􀁴􀁩􀁯􀁮􀀠or the l:I:se of heaters that emit cntbon dioxide and carbon mono:x'1de during 􀁡􀁰􀁰􀀱􀁩􀁾􀁴􀁴􀁪􀁯􀁮􀀠and initialstlges of curing
may .ccelcrnte any potcntiol yellowing. Satill Mee'" the performance "''"''luiremcnts of AWWA C 210 (not fo' potable water conlltCt). Contact yollr Tneme<: repre$entative for 􀁳􀁹􀁾􀁴􀁥􀁭􀀠recommenrJ
.:.i,tions. E.."ttensive test data available. COfItaCt your Tne;nec representative fot specific tt}st 􀁲􀁥􀁳􀁵􀀱􀁾􀀮􀀠 Stech Se1.f:.priminS or serics 20, 3m, N69, 90, 91·H,O, 161, 530
Gal'9'allized Stce.I ..... d Non-I;"""""$ Metal: Sdf'pr;ming 􀁃􀁯􀁾􀀺Self·priming, 54'(\60, 201, 216, 218 eMU. 54-562, 54·660, 130, Z16. 218 Dr'yw.all; 51-792 for dry Interior cnvIromll€nts
46H-413, 66, »;69, ;3, 84. 104, 113, 114. 161, 175, 262,265.291,1074, l075 Rder to COLORS on a.pplicable topcoat data $heers for addltion'1il infofmation. Imm.ersWD Service: SSPC..SP10
Near-White Blast Ck:anitlg Non-lmmers.ion Sen:ice SSPc·SP6 Comme«;,l BIMt Cl.'ru1ing ImtO.ersion Service. So",ify the Sories 66 prime COal .·urface by .bro,[v<:-blastlng with • fine
.Imslve before topcoatlng tf: (0) the 66 prime Coat has been in exterior exp,,",ure for 60 day, or longer and 66, 46H413. 1069 or 161 is the specified topcoat, (b) 􀁴􀁨􀁾􀀠66 􀁰􀁲􀁩􀁲􀁮􀁾􀀠COat
hIlS beeo in =erior ..􀁾􀁰􀁯..urc for 14 days or longer and Series 104 is the specified topcoat, (c) the 66 prime COlt ha." been in o..1et'ioT exposure for 7 days or lo.nSI:!!! and SerieS
262 Or 265 is the ,pecifled topcoat Surface prepatiltion recommendadons will vary dependlng on substrate and exposure conditions. ContaCt YOut Tnc::mec 1<eprcsentative or Tnemt;c Tecbnicnl
Services. Contact you!' Tnemec representative or Tn.emec Technical Services. Allow new 􀁾􀁯􀁮􀁣􀁲􀁥􀁲􀁥􀀠to cure 28 days. AI>r....ive bl""t referencing 55PC-S1'13/NACE 6 Sunace 'Prepara.ri,on
of Concrete and Tnemec;l$ Su:rm:e.:c Prep3J"".tt1on l1t'l.d Application Guide. Allow mortar [0 cure for 28 dayS. Level protrusions and mortar spatter, Non-lmmers;i.Qn Servict;.Ask your
Tnemec representative Jor specific 􀁲􀁥􀀨􀀺􀁯􀁭􀁭􀁥􀁮􀁤􀁾􀁴􀁩􀁯􀁮􀁳􀁟􀀠 MU$t be clean, dry and free "f oil. S"'llS' nnd other COni"".''',!>. 56.0 ± 2.0% Unbred) 2.0 to 6.0 mils (5Q to
15() microns) per COOt. Note, 􀁎􀁾ofcoats and and thickness reguiremettts wlll 'Varywldi subott'.d<:, application merhod and ""J?osW'e. ContaCt your Tnemec ""'J?resenlative. T_l?"tatIit'<:
To Touch To Randle To Recoat _IonI 75"'i' (z4'C) :l hour" 10 bou,,; 12 hOlllS 7 days SlJRFACE 􀁐􀁒􀁅􀁐􀁁􀁒􀀮􀁾􀁬􀀧􀁉􀁏􀁎􀀠VOLInu; ORGAilIC COMPOUHDS' TlIEOREriCAI. COV£RA\lE" llUMBER
Of COMI'ONEtm I\I(KAGI»G IlTIWEIGIfi PElIIiAIlON' STORASE ItMPERATURf Curing time varies wir,h surface t:empe{".;Iture, air movement, h\l.m1d1ty a.nd fllm 􀁴􀁨􀁪􀁣􀁫􀁮􀁥􀀮􀁾􀀮􀀠Unlb.in:ned
'l'hlnned 50/, Thldued;11)% 3.04 IbsigallQn 3.221bslgalJon 3.39 IbS/g,llon (364 gramsllltrc) (3S5 g"",,$/lltre) (406 gramsllitt<) 898 mU sq Wg;d (22.0 m'/l 2' 25 mlc:ons). See APPUCAll0N
for covc-rnge rates. '!We; Par! A and Pm B 5 gallon (18.9D p.;Js and 1 gallon (3.791.) caM -ord",' in muJtlple$ of 2. 12.50 ± 0.25 lbs (5.67 t .11 kg) (rnixod) Ma:Jtimum 110'1' (43'C)
􀁍􀀡􀁦􀁊􀁬􀁉􀁾􀀶􀀠flth;«l d;ra fu4 􀀻􀁒􀁬􀀱􀁎􀀨􀁉􀁉􀁾􀀰􀁩􀀠tit n;/«! It thll'l3r 􀀢􀀬􀁊􀁉􀁾􀁡􀁦􀁬􀀠fIIIlUl. Thll C'llillt (,Ic!;g 1'1 􀁗􀁉􀁉􀀧􀀢􀁊􀁮􀁾􀀢􀀧􀁥􀁴􀀮􀀨􀁜􀁬􀁭􀀠􀀵􀁾f..t rtl!mMI'I!
lo( 􀀧􀁾􀁴􀀠􀁲􀁡􀁾􀀢􀀠raunllltinkol tcllllllt 􀀻􀀢􀁬􀁬􀁜􀀱􀁴􀀱􀁩􀁾􀁾􀀧􀀠Ir f'tt "It( tltlet! f'!,Ij lUlliJI 􀁲􀁦􀁴􀁰􀁬􀁾􀁳􀀢􀁬􀁴􀁉􀀡􀁉􀀢􀀠fill UlItM 􀁩􀁴􀁴􀁬􀁬􀁮􀀡􀁾􀀱􀀡􀁬􀀠􀁾􀁯􀁬􀁾􀀠􀁑􀁾􀁾􀀠Inll1!tl
iOM. CI JVlI(' ZOOl. by 'fnEiM:I! Compl,\ny, tnc, 66 
El3 TECH.:'\;lC.U j),-l.TA continued lEMP!RAm!, RES/SllIiCf snm 􀁬􀁾􀁅􀀠FlASH PO/!!! •SElA HfAllll ESlfEIY APPUCATION (Dry) ContlO\lOUfi 25O'"F C12100 Intermittent 27511F 􀀨􀀱􀁾􀀵􀂰􀁃􀀩􀀠Pnrt
A: 24 months; P:lrt B: 12 mooths at rccon'l1"!lended sttmlge n:mperature. !'art '" 8:<"1' (J,S"C) F." E: 64'F (18'Q P!:I.iot pruducts cqnt:lin cllt.:..-nienl ingN3'dietlts which are
CODt:lde1'oo ha;mrdtl!.l$. Rea.d 􀁣􀀺􀁯􀁮􀁭􀁩􀁾􀀠l<loel '1\>llrrting and Matc:ri:d Safety Dam 􀁓􀁨􀁾􀀮􀁥􀁴􀀠for jmportMt health. and safety infontlatjon 'Prior to UII: \iSe of this product.
Keep out of the""""" of<hildren. I Dry Mils (Mia.",.,) WctMils (Microns) i Sq Ft/Gol (m'/Gol) SUru:\ested Minimum 4.0 (l00) 2.0 (SO) 7.0 (lS0) 3.5 (90) 225 (20.9) 450 (418) M:ntimum
6.0 (150) 10.5 (26;) J.SO (13.9) N«Jte; The above. reflects the [Dud 􀁲􀀳􀁾􀁴􀀧􀀠ttl Wblch Sent:!' 66 call. he apphed for 􀁾􀁰􀁥􀁣􀁩􀁦􀀱􀁣􀀠apphc:ttioru>, 70 insure the proper 􀁴􀁢􀁩􀀼􀀺􀁫􀁮􀁴􀁾􀀡􀀧�
�􀀠iU\d numoor of CQaIS is specified for Ct:ruin $ubstr-.itd> and 􀁥􀀾􀀺􀀮􀁲􀁾􀁾􀁵􀁲􀁥􀁳􀀮􀀠􀁣􀁯􀁮􀁾􀀱􀀮􀁬􀁬􀀨􀀠the 􀀱􀁾􀁭􀁥􀁣􀀠Goide Specifirutions and/or COnrnC( your Tnemec rt:prerenbltive.
Note: :Rolle! Of brush nppllc-.J.tioO rnllY ttequiI¢ two nr m.ore CmUS to obtain rec:o.rnmeodt:cl film ttrlcknc:ss, Anaw for 􀁭􀀮􀂷􀁾􀁰􀀮􀁭􀁹􀀠and .'ilJnace ittegul:,Hiries. Film thlC'kx1t:ss
S" rounded to the 􀁡􀁾􀀧0" nill Or 5-mjccoflS. hppiitllttOn of WJ.tlog be:lmv minimum or ::I.bove ma..-.;.tmufD recofnnu;r,u::led dry fiJm thick:nesst.:S 􀁭􀁾􀁽􀀧􀀠adversely tili'ecr
coating 􀁰􀁥􀁲􀁦􀁯􀁲􀁭􀀡􀁌􀁮􀁾􀁥􀀮􀀠MIX/H. ,f'Ol\."CI mlx 􀁃􀁖􀁮􀁴􀁴􀀺􀀺􀁴􀀩􀁾􀀠of each eomttiner. making sure nu pigmeot J'e..ll.l.ins on the bottom. Pout a 􀁭􀁃􀀺􀀭􀁤􀀮􀁾􀁲􀁣􀁤􀀠anmunt
of Pan B into tl clean wnttine.r lame:: tt'!()'\.lgh to hold both COIOJ;Xmcnt'.ij, Add an t:4'lJ:U volume of Part A to Part B While under 􀁡􀁧􀁬􀁾􀁴􀁬􀁏􀁑􀀮􀀠Continue a,.,ltitation until
the two components Ilte thoroughly 􀁭􀁾􀀬􀁬􀀠Do not u:;e Jni."red matf.,.1ial bej'OOd pot life lunirs. Nufe-! Bath compool3:nts should be above 􀀵􀁾􀁐􀀠(10i)C) prior tt) mixing. For
appliC<lUon to surf,:lcc:; 􀁾􀁾􀁏􀀢􀁆􀀠to 60l'F (100C to 16"'C). 􀁾􀁬􀀡􀁴􀀻􀁭􀁲􀀠mixed l'rultc:risl to Sti!nd t:hlrty (30) rnin.utes and restir before tk".ing, For optimum. 3pplkrol:t:km
Pn;;'!pe.n:1es, blended compofll:nl'5 should be ab<:n'C 607 (l6oC). MOOng 1-".[,,11) i" one [0 ooe by volume. POll/FE 20 hours at 5<Y'F (100e) 10 }murs at fiOf (25°C) .. hours 􀁾􀁴􀀠􀁬􀁏􀁏􀁾􀀠(38:"C)
1I!INN/HG USC 1'0. 4. 'Thlnnr.:r" POt ait sprar. thill up {(} liJ'..() Of 4:\ pillt (3AQ cnL) per .g-.lilon, For airlt.Hs I,(pmy. toller or bNllh, thin up to S% or'" pill! OW mL) per
:;anoo. Mir.lin1\lro 􀀵􀀰􀁶􀁬􀁾􀀠(lOtlC) MnxitnuIl1 13SQp (S79 C) Tile 􀁳􀁵􀁲􀁦􀀮􀁡􀁣􀁾􀀠shotJli.1 ne dry and at least ,(If' (,3bC) noovc: thc dew pt'Jinl:. Conting 􀁾􀁭􀀠nOt cute below
n:tininlt.lnl 􀁾􀁬􀀬􀀬􀀱􀁲􀁲􀁯􀁣􀁥􀀠􀁴􀁥􀁬􀁮􀁰􀁴􀀺􀁮􀁴􀁴􀁴􀁬􀁲􀁾􀀬􀀠APPliCAnON EilUlPMEIfr AirSp.tay Gun 'l'luld lAir cap I AicBose M,at'lllose Tip m I m DeVilbiss I E 765 i 5/16' or
:ys" I 318' or In' MBC orTGA ! or 7R 0.9'" 9.5 rom) (9'; '" 12.7 mm) .tow 􀁲􀁥􀁭􀁰􀁥􀁲􀁡􀁷􀁲􀁥􀀮􀀮􀁾􀀠Of 10pgtT noses :requm; hlgher pot pressure. Airlcss Spny )$00·3000 psi 1/4" or
;;'8"O.Ol5,;,f.OW MomlZlng i Pot hcssu:re Pressu.re 75·100 pst , i If>-20 psi (5,2·6.9 hac) . (0.7·1.4 haJJ : 1 I lIWlifold Filter I 60 mesh iI (250 micron,) i(38l4S51mcrons) (124-207
bor) (6.4 0' 9.5 mm) Use lI.pproprlate tip/tilOln.iZitlg 􀁾􀁬􀁲􀁥for t:q\.tipmeol',. applianor tcchniQ\le and weather 􀁷􀁮􀁤􀁩􀁬􀁾􀀨􀀧􀁉􀁬􀀧􀁬􀁓􀀬􀀠Ncne: Application over IOOr;grulic
l.inC'-firn prim<.$; 􀀮􀁁􀁰􀀧􀁰􀁾􀀡􀁌􀀠wet !lUst t('r:lt :'1nd allow tiny b\Jhblc(i to fann. \,(/hcl) bubblt:S diroppear in 1 to 2 lrtlm.rte5j apply :L full W(f[ 􀁾􀁴at spt::-cifit.:d
mil th.1cknc5S. ltoIle:r; Roller application optional 'When environmental reRtrictions do not nlio"n" "proyjng, 􀁕􀁾􀁴􀀺􀀠'IS" 0,.. 1/2" (9.5 rom Or 12.7 .mm) syntrntic Oa? covers. Brusw
Rc:t;ommeoded for MUll!. art.'a$ onll'_ usc hJgh 􀁾􀁬􀁩􀁴􀁹􀀠natural or 􀀺􀁾..yol:he'(it: hri$tle 􀁢􀁲􀁵􀁳􀁨􀁣􀀮􀁾􀀬􀀠Cl£ANUP Flusl1 und clean aJt equipment Irnm.ediately t'Iftt?t U6t!"
'With tire Tce:ommenued thinner or MEK. 􀀢􀁖􀀻􀁕􀁵􀁣􀁾􀀠may vary with cotnr. • lUWII!t l l!l!fTUIDJi OF Snl.lk'5lil'l!\J!1; lntOlk 􀁾􀁴􀀬kit. WCfl'lft'l oMt 'hilf Itl 􀀨􀁵􀁬􀁩􀁾􀁰􀀠􀁾􀁾􀁮􀁉􀀱􀁤It",
•• Nt! 􀀡􀁾􀁉􀀠fctmvllllicl: 􀁳􀁉􀁾􀁾􀁲􀁤􀁬􀀠NIIWIIItt ('I!lPDn1. !At. 1IIl: mllm 􀁾􀂣􀁓􀁴􀁩􀁉􀁉􀁾IR 1HE.um ,.tmWH Sll.w. If lIIutV Cf AIIl 􀁾􀁴WhDAlflY, 􀀱􀁬􀀱􀀧􀁬􀁩􀁕􀁓􀁦􀁾􀀠OR 1HJ'l1ID,
Ift{lVO!.«i IIIlf 1/01 UHlH& ro, ANt IM.'U!D YlUi.I..'ITY Of MtilflIRT.I,II!UiY 􀁾HUm fOP, 􀁾􀀠 􀁬􀀬􀁉􀁊􀁲􀁵􀁕􀁕􀁬􀁐􀁉􀁊􀁐􀀱􀁾􀁴􀀠THUf All WU 'NAlmE$ tlW roU'D 􀁭􀁛􀁬􀁾􀀱􀁉􀀠flit tf:SCkln\illf
otIll1£ fief HtH. The 􀁫􀁲􀀨􀀢􀁉􀁊􀁾􀁬􀁰􀀺􀀠􀁏􀁴􀀴􀁴􀁬􀁬􀁬􀁾􀁩􀁴􀁡􀀠􀁾􀁬􀁊􀁜􀁤􀀱􀁟􀀡Tntrnt:t 􀁻􀁾􀀮frIC. 􀀱􀀱􀁉􀁾􀀢􀁢􀁴􀀠f« 􀁾􀀨􀁲􀀡􀁮􀁕􀁉􀀠NAt Jl'tilwt j, tit, VUlIf ul.i,tIln mdl1lon
01 lhe 9/6&4_4 Lr 􀀨􀁾􀁬􀀺􀁉􀁉􀁪􀁪􀀮􀀠unl 􀁏􀁤􀁾􀀠lhe lIO::sM ltmIIIIy run MOOd: j,i,)Qd]lf .,lU!i\J! 􀀬􀁾􀁾CIi bIl!I C! 􀁬􀁾􀁭􀁾􀁩􀁊􀁾􀁑I: 􀁾􀁕􀁉􀀧􀁩􀁤􀁴􀀠WII,orohlt IIIPklc:tmHll 􀁾􀁵􀁲􀀢􀁬􀁾􀁴􀀠bl
l'j!l. flO OTm Rf..ltw {IIltlunlN6, alfllUiJ II.4Ul!DTO. MOD(lllAt OK Ci>RSiOlJilll1Jil DM!ACI'51Cf r.osr noms, lOST SAlH, lIIll!UlO Pil!S.Ot! 􀁾fwnn. 􀁾􀁾􀀧􀀡􀁬􀁾􀁯􀀬􀀧􀁍􀁉􀀧􀁭􀁬􀀠niNP.lB\lRAn
!!lHfllliClOfmI. Ot (OJ(SWl!tHllll 􀁴􀁩􀁬􀁓􀁓􀁾􀀠SflAlt 8£WiJuW 10 􀀱􀀱􀀡􀀡􀀧􀁾􀀢􀁦􀁅􀁌􀀠TlmoltQl.oo 􀀨􀀧􀁪􀁉􀁆􀁾􀁬􀁉􀁴􀁬􀁉􀁏􀁾􀀠{IIlUlltli::n IIoWJI ij 􀀧􀁉􀁦􀁴􀀢􀁤􀀯􀁾􀀠IhQ 􀁾􀁴􀁉􀀡􀁊􀁑􀁉􀁬􀀠it
􀀡􀁬􀂣􀁬􀀱􀁉􀁉􀁩􀁉􀀬􀀬􀁾􀁡􀀠􀀢􀁍􀀱􀁴􀁲􀁰􀁲􀁬􀀩􀁩􀁾􀁾􀀠W􀁬􀁨􀁴􀁾􀁬􀁩􀀧􀁬􀀠􀁾Jlo;ot (pUn; 􀁧􀁾􀁬􀁊􀁬􀁲􀁯􀀱􀁬􀁃􀀱􀀱􀀠"OOIhra'l. bll 􀁾􀁭􀀻􀀮􀁴􀁾􀁾􀀻􀁉􀀾􀀠 Yi8III\llina 􀁉􀀬􀁾􀀠UlGlrtllad
'IIfinm:ltul 􀁾􀁔􀁾􀁴􀁭􀁯􀁸􀀠C$m;kr IClllktlllO tItdt 􀁬􀀡􀁬􀁉􀁉􀁬􀀡􀁬􀁥􀁊􀁾􀀠"",. VI m 􀀻􀀡􀁨􀁬􀁬􀁬􀁬􀁬􀁾􀀱􀀠DtmOl'oIr 􀁬􀁾􀁲􀀢􀁭􀀧􀀡􀀠o/lllNilaMl'm,lJ tn/iUlIUlI, 􀁲􀁮􀁉􀀧􀁾􀀡􀁴􀀡oil!!
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! PAGE 04TNEMEC-BARRY GROUP11/83/2004 13 49 972 312 B4BB Tneme-Zinc 90-97 PRODUCT PR.OFILE GElmC D!SOIIPllOH COMMON IJSMiE 1lIj[ ousr COIIfEIIT® (OlOR SPECIAl O!IA!JRa.lIONS COATING
SYS·fE:>.I IOPCOAlS Arornmic Uretl\3De. Zinc-.Ridl An ad\l'itficed tedlnoiogy, 􀁴􀁷􀁯􀁾􀁣􀁯􀀱􀁬􀁬􀁰􀁯􀁵􀁥􀁮􀁴􀁬􀀠moisrutt::-CUted. zinc-rich primer provlding extroordinary pdormance.
n'$ user friendly and ntpid curing 􀁾􀁯􀀠that chem.ic.a1-and 􀁣􀁯􀁲􀁲􀁯􀁾􀀠sion-tcslstam 10PCO;{t$ can be applied the Ifsat'rK.-..day." Also 1"Ised for fre1d touch-up of inorgaok zinc
coat.i.t"lg. Application methods include' "dry-fall" under cemiln conditions (see Application). 83% by weight In docd fiun 􀀹􀁾􀀹􀀷􀀠Reddish.gn<y 9Q..97 Tneme--Zlne: 􀁜􀁾a 7Jnc dU5t
'C\'hich meets the requiremerus of ASTM n 520 Type In: and contains less than .002% lead. nlls It.::vel qualifies it to be c1::tl:ised as 􀁾􀁮􀁯􀁮􀀭􀁬􀁥􀁡􀁤􀀢􀀠Oess than 0,06% j""d by
W<!ight) os defined in Fart 1303 "I the Consumer l'roducI Safety ACt Regulatlons, Cort/orms 10 SSPC l'aint 20, Type n. Extensive 􀁴􀁾􀁴􀀠data available. Contact YQut 1)'l.e:mec reprusentatlve
for specifiC te.<;t results. Sen"" 6, 215, 27, 46H-415. 66. N69. 73. 134, 104. 113, 114. 161, 175. 1074. 1075 Note: Certain topcoat colors nul' not provldc one-c<)a.t hiding dcpen.ding
on method of application. COnI:aCt your Tnemec 􀁊􀀧􀁾􀁰􀁲􀁥􀀵􀁥􀁮􀁴􀁡􀁴􀁩􀁶􀁥􀀮􀀠SUltFACE PREP.'<RKfION TECHNICAL DATA I'OlUIM SOUDS fCOMMENDED 011 CURING TIME lI'i1hout 44-710 WIllI
44-710 VOlATILE ORG.\JlJ( (OMI'OUNOS Ill!O!!l1i)1l (OVERAGE MUI.lIIER OF 􀀨􀁾􀁬􀁉􀁦􀁬􀁴􀁔􀁓􀀠pAtKAliIHG NET WEIGH! PER 6A1LOR STO!A£E 1l'MPEIlATURE T!MI'WlURf R!SIS1ANC! SHElf llfE flASH
1'll1Nl' ,SElA H..UH& SAfm _rc EXpOsure, SSPC-SPlO Near-White Bl••, dearu"g. Moderate Exposure: 5SFC-Sl'IS Commercial Blast Clearung. 63,0 ± 2.0% (mixed) ;<,5103,5 miI.5 (65 I{) 90 microns)
per coat, T_perature' To Handle To l!.e1:0lIt I 75"1' (:We) 1 hour 4 hours , 65"1' (18"0 􀁬􀁾􀀠hOllrs 􀀵􀁢􀁯􀁾􀀠I 55"P (11°C) 2 hQurs. 6 hours I 45'f ('I"C) 2* hours 7 bouts I 35°p (2'C)
3 hour. 8 hoUl'S • 5001> ,,,,,rive humidity, o,!in,g Ilrne will V""'I "'ith stuf:tce t<:.!llP'1'll1l.ue, hlJmjd;,y ond film 􀁾􀀠Rt:ference the 44·71Q ureth.ne Acoel=tor product data
sb.Cet. Unt'b.!ru1e.;! Thinned 2.5% 'Ibi:tmcd 10% 2,67 Jb'/gallon 2.781h$lgallon ¥J9 ll>$lgallon (320 gr:lIlls/litre) (333 grnm.'i/li".) (JiO grarnsl1itre) 1.011 mil sq frlgal (24.8
m'/L u, 25 micron.). See APPUCATlON fOT coverage r.tes. Two: Pan A and \'M 8 I'Dur-Olil1011 and On.-G,<llon iGt$, Con.<ist of one preme""""d C()"'tainer of liquid (Pan /oJ and one premeasured
container 01 powder (Pan 8), When ""bred. yields four galJons (15.1L) Or one gallon e.79L). • 23.94 ± 0.60 Ibs (10.66 " .27 kg) Minimum 20'1' ('7"C) Maximum 110'1' (4.'I'C) (Dry) Cootinu()U$
250'1' (121 '0 ln1erroiltent 300'1' (149'0 Part A; 12 months at nxornrnended SlQnl-ge tempcrnture. Part HI 24 months llt recommended storage tempe:r2t'Ure. • ]>"'t A, 78'F (26'C) Fart
I'k NA Paint productS cont.in cl)emica! iOgJ:edie>?1S wbien are considered !lazardO\lS. R.e2d container label warning and Material Safety DaLa Sheet f"r important hea1.th and salety
iniormatiOJ'l prior to Lite use of this product. Keep our of the te=h of chiIdre:n. 􀀧􀁣􀁬􀀮􀀡􀁩􀁾􀁾􀁾􀁤􀀠10'Qftini dalB 􀁾􀁾􀁾􀀠􀁉􀁦􀁴􀁩􀁉􀁾􀀠01. IuLitll1tl dl.:lCAO "HIn'l ,cllu. Ih
;.111It 􀁕􀁉􀁉􀁾􀁾􀀡􀀠􀂷􀀧􀀭􀀧􀀢􀀮􀁬􀁬􀁜􀁬􀁉􀀡􀁉􀁦􀁬􀀮􀁾􀀱􀁉􀀡􀀠􀁉􀁾􀁴􀁤􀀻􀀠h 􀁉􀁤􀁣􀁵􀁭􀁾􀀠!mlh 􀁾􀁲􀀠mftft' 􀀡􀁵􀁾􀁾􀁩􀁉􀁴􀀱􀀴􀁯􀁬􀀺􀁡􀀠«!Ii mmvtflw In fti' FlIt 􀁭􀁬􀁾􀁴􀁉􀀠􀁲􀁯􀁏􀁬􀁬􀁵􀀡􀁬􀁬􀁾􀀱�
�l'frmnlc.UWI h! 􀁗􀁬􀁬􀁴􀁊􀁉􀁬􀁬􀁦􀁬􀁢􀁾􀁩􀀨􀁃􀁬􀀠􀀴􀀱􀀺􀁾􀀠N 􀁩􀁾􀀧􀁲􀁬􀁉􀁕􀁴􀁯􀁂􀁬􀀮􀀠t;) )td}' ?002. by Tocmt:c Q)l'I7Psmy. lne. 90..97 
PAGE B5TNEMEC-BARRY GROUP11/B3/2BB4 13'49 972-312-B4IlS :' 0-97 Tneme-Zinc APPLICATION (AUlli)R! Dry ov"'"!''''y aw be wiped orwashed from most so.m.ces. S.tisf.ctory dry-foU perfQmlJ!!lCe
􀁤􀁥􀁬􀀢􀀧􀁮􀁤􀁾􀀠upon height of work, weather conditionS and equipment adjustment. l<>w temp.nlture is of particular concern. Test for each appliC'rltion as follows: Spray from 15 to
25 feet to'WaFds palnt conntiner. The material then should readily wipe "rf. Note. a""t """ fu",-dry o""""P"'Y to ""rlaces. AlWll)'S <k..,n dry overspn>.y from not surfaces before fU'ing
="". Be .ware tl"" surfJ.ce tem,peratures 􀁾􀁾􀀠be higher than air temperature. COyruGE RATES I i Dry Mils (Mia.",.) wet Mils (Micro...) SqFtlGal (m'IGo'[) SUlll!ested S.O (75) 5.0 (25)
337 (;1.3) !v1inimum 2.5 (65) 1.0 (100) 404 C37.51 Maximum 3.5 (90) 5.5 (140)289 (269) I I " "Allow for ovcrsprny an.d smrncc: 􀁈􀁔􀁣􀁧􀁵􀁬􀁡􀁮􀁴􀁬􀁾􀀬􀀠F.t1rilthlCknctSS 1.li rovnded to the nearest OS mil or 5 mlcmns. App1ieution or coating below mlnimum or
above maximum fi::commendcd tirr film thicknesses may aavero<:ly affea coating perfOrmance. MIXING AJ.ways use the entire conr.:nts of A Md B components, Use 􀁾􀁴􀁬􀀠oiM!riven pov-'et
mlxer .nd keep m:ateri:d under =1an1 agitation while mixing. Slowly Sift powder (Part II) into liquld (Pat< 􀀮􀁾• ...:00 Not R_1b.I& hocedure--Adjust mi>xr speed to btcak up IUIl'p<
and mlx until the two component':an: tho.roughly blended Str.lin through a 35 to 50 mesh (300 to 600 microns) screen bef"", using. For spmy 􀁡􀁰􀁰􀁬􀁩􀁯􀀾􀁾􀁯􀁮􀀬􀀠keep under low RPM
.gitation to ",_nt settling. For brush or roUer application, stir neq"enrly to P"""-'Ilt settling. Do nOt use mw:d "",!er1al beyond pot life limlts. POT UFE 8 hours .t 77'F (25'C) and
50% RE. cautlon! Th.l.s product cures with moisture acting a!' a cataJy:;t. fucorporatiotl of moistune 01' moisture laden .ir (humldily) during use will shorten pot life, Avoid continual
'gitlltinn ," blgh RPM. When fea.<Jble k""p containerS of mixed moterial covere<l d\lIing use. THINNING For spmy, thin up to 10% or "1 pint (3SO rnIJ pet gallon with No.2 Thinnor if
tempernru"', arc below 80"!' a7'C). Thin up to 10% 01' M pint (380 mL.) per gallon with No.3 'l'hi.'1IleJ' jf temperatures are abo"" 80°F (27'C). For brush or roller, thin up to 100/,
or l<I pint (380 mL) with No. 3 Thinner. no not thin 1M'" than 2.5% when air pollution .-egulatinns limlt th¢ atmOSpheric disclJarge of volatile organic compounds (VOC) in 􀁣􀁯􀁡􀁾to
• tnJ:!J<lmwn of 340 gramsllitre (2.80 1bsJg;tD. SURFACE TEMPERAlURE Minimum 35'1' (2'0 Maximum 120'F (49'0 Moximum fot Brush & Ro11er 100', (38'0 The "on.ce should be dry atld at k.st
5"l' C;·C) above the cte;.v paint. API'UOOI!lK 􀁅􀁏􀁾􀁉􀀧􀁍􀁅􀁋􀁔􀀠Note: When fioish coats are wWte or light colo... best nidi1\!! of this dsrk color prime, 0!!1 be 􀁾􀁣􀁨􀁩􀁥􀁶􀁥􀁤􀀠by
spray appUcation; or when roUer applied, by uaing '4" nap t'OVer.!. Alt'5p....y PctFluid Air Jilot;(! AtomiZingGun Mat·llI"".Alrc..p I jj) PresW1'eP.r<:ssureID'11" 10-20 p,;;10-50 psi'Sinks
No. 3/S' or 112"M 63 PB I 5/16" '" :!I8' (2.8,3,4 b.r) (0.7·!.4 lr,,)(9.5 or 12,7 mm.)18 or 62 • , 0.9 or 9.5 mm) • (wiTh heav}' ma&tlc spring) Low temperat\.lre5 or longer hoses'will
requke 􀁡􀁤􀁣􀁬􀁩􀀮􀁾􀀠􀀿􀁄􀁾􀀠􀁰􀁴􀁥􀁳􀁳􀁕􀁮􀁾􀀬􀀠'Use pres,ure pot eqUipped with an agitator and keep pressu,,, pot at same 1"".1 Cr h,gher than the "prny guij. Compressed ok must
be dry. 􀁾􀀠Alt'less 5 = ..,noy 1ipOrlfl<e I AlOmiting P.resmn;: MBt'J Iiooe IO MonlfuJd Fll_ O.O17"'¢.O21" 2400·3(100 1"1 • 1I4" or ya' 60 mosh (430-535 mi=) (165-207 bar) . (6.4 or
9.5 ,run) (Z5O ntlOlnm) Re..,..,;lbJe Tip .. "U"" apprQp""'" up/atOl'!l:lZl!lg pressure for eqlupmont, applICatOr 􀁴􀁥􀁣􀁨􀁴􀁬􀀬􀁱􀁾􀁥􀀠and we>ln,),. conditions. Keep material agitated
to prevent settling. 1!oJJ.et: .Use a 114" or 3/8" (6.4 m:n or 9.5 nUl\) $jomhetlc nap cover. Stir ma'erk'11 freq1)c'lltiy Ot keop under agltation 10 prevent .settling. • Bnlsh: U ...
high quality na!\lIa1 or synthetic bristle b"",b",. Flush 􀁾dean aU equipment immediately after use with the 􀁴􀁥􀁣􀁯􀁭􀁭􀁥􀁮􀁤􀁾􀁤􀀠thinner or hYlene. 􀁾􀀮􀁵􀁴􀁵􀁔􀁲􀀬􀀠􀁵􀁾􀁲􀁲􀁩􀁜􀀡􀁬􀀰􀁾􀀠Of
SHUts U,ULUT1: lr.tlflO( {Dm.flIJ. bit. 􀁾􀁾􀁣􀁾􀀡􀁹􀀠14a! il:l 􀁃􀁕􀁬􀁴􀁉􀁾􀀡􀀯􀀺􀁓􀁍􀁊􀁉􀁋􀁉􀀡􀁩􀁉􀁮􀀡􀀠􀁾􀁊􀁉Clefiliu 􀁲􀁲􀁭􀀺􀁬􀁬􀁾􀁬􀀦􀁬􀁾􀀠11ltJMdl 􀁴􀁬􀁾􀀡􀀡􀁉􀁉􀀡􀁲􀁾􀁊􀁉􀀼􀁉􀁮􀁲􀀬􀀠11K.
1lItWlItillff otsOmo 􀀱􀁉􀁉􀀱􀁾􀁦􀁁􀀡􀀺􀁲􀀱􀁴􀀠tWSWU 􀀵􀁾􀁊􀁊􀁬􀀡􀁾􀀠􀁉􀁾􀀠UfU Of.m me 􀁷􀀮􀀺􀀮􀁾􀁷􀁮􀁹􀀮􀀠EXh1SSill OR llM\li.O. 􀁈􀀱􀁬􀁗􀀱􀁈􀁾􀀠WT HOT 􀁕􀁍􀁬􀁲􀁉􀁾􀀠ll,I, Idi'l tIlWID
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Transportation Enhancements Page 1 ofl Transportation Enhancements HNTB's extensive experience in community and regional planning, architecture and landscape architecture, combined with
the firm's expertise in transportation, transit and bridge design, enables our design professionals to create lasting and memorable transportation venues. HNTB recognizes the substantial
influence such projects have on the communities they serve and commits to delivering environmentally sensitive, enduring and fiscally responsible design solutions. HNTB profeSSionals
bring to their clients extensive knowledge of local, state and federal government regulations and funding programs, including TEA-21. The firm frequently assists community officials
in soliciting community input and attaining available state and federal investment dollars, helping to stretch resources. Our portfolio of transportation enhancement projects inCludes
multi modal stations, bus facilities, parking faCilities, hike-and-bike trails, urban streetscapes, historic facilities and office and maintenance structures. HNTB also is recognized
nationally for its efforts to restore historic transportation structures. The firm's architects and landscape architects collaborate with HNTB's engineering profeSSionals to integrate
striking aesthetic and landscape features into bridge and highway deSign projects. Maintenance considerations are balanced with aesthetics and functional requirements to ensure that
each facility meets the demands of its varied users for years to come. The HNTB CompanlOJi,f Phone; (816) 472-1201 Copyright & Disdaimat. Programs &. 􀁐􀁬􀁵􀁃􀀡􀀧􀀺􀀧􀀮􀀡􀀮􀁮􀁾􀀠Web
site created by HNTB New Media Broadway Corridor Kansas City, Mo. Big Four Depot Lafayette, Ind. Green Ribbon Project Houston, Tex. • http://pIanning.hntb.coml3a_transJ)Qdy.htm 6/12101

Page 1 oflareas menu LEADERSHIP CON'IAnSI NOIEWORIHY NEWS RESOURCES ASK APLANNER • http://planning.hntb.coml3 _areas _menu.htrn 6/12/01 
HNTB Architecture Bridge Aesthetics Page I ofl I BRIDGE AESTHETICS The awe-inspiring union of here and there. At HNTB, our architects and engineers design landmark bridges that surpass
the ordinary and leave a bold signature on the horizon. Historic Coveredlake Street CONTACT: Ray McCabe Sr. Vice President Chainnan of Bridge &. Tonnel Services The HNTB Companies' Phone:
(816) 472·1201 bru:lyright & Disclaimer. Programs & Plug-ins Cre.ted by HNTB N!t\'LI'1egj;,. • 1IDghtman Street http://architecture.hntb.coml8d_bridges.htm 6Jl2JOI 
lINTB Urban Design and Planning Home Page Page 1 of 1 Choose one of !he iopio beIow;o see what we con do ror your cornmoOity. HNTS Catp?roUol'I ooqlJlred toR Inrernotioool io Octobar
􀀲􀀰􀁾􀀩􀀨􀁴􀀠Click here for more lmormoiioo obovt lOR internotionol. 1. • http://planning.hntb.com/planning_home.htm 6112101 
__________________________ _ 􀁾􀁾􀁾􀀢􀀠Public Works I Engineering 16801 Westgrove • P.O. Box 9010 Addison, Texas 75001·9010 Telephone: (972) 450·2871 • Fax: 19721 450-2837 DATE r-2 '"2.--dt)
IJOB NO. ATTENTION RE iJ.:/LdJaJ􀁾􀀮􀀬􀀮􀀬􀀨􀀠􀁾􀀧􀀢􀀢􀀭􀀢􀀠..,. ,.,;, M.J"I W 1-#(.fAL) -:I.... I : . GENTLEMAN: WE ARE SENDING YOU 􀁾􀁣􀁨􀁥􀁤􀀠o Under separate cover via ______ the
following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications 0 _________________________o Copy of letter o Change order COPIES DATE NO. DESCRIPTION i7 7 7 I THESE ARE
TRANSMITTED as checked below: o Fgr.{pproval 0 Approved as submitted o Resubmit ____ copies for approval tl:tfor your use 0 Approved as noted o Submit -14---copies for distribution o
As requested 0 Retumed for corrections oReturn.... corrected prints o For review and comntnt 0 o FOR BIDS DUE __-_______________ 19,___ o PRINTS RETURNED AFTER LOAN TO US REMARKS ____________________
______________ • COPYTO ________________________________ SIGNED: 􀀮􀀮􀀮􀀮􀀬􀁌􀀮􀀺􀀺􀀺􀀮􀀮􀀮􀀺􀀻􀁾􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Ifenclosures are not as noted, please 
14114 DaJJu.tI : I􀁾i i =1ARCHITECTS ENGINEERS PLANNERS September 7, 2000 􀁆􀁡􀁴􀀧􀁾􀀬􀁓􀁵􀁻􀁾􀀠lSJ!) D41I<u. T_ 7524()4$81 (!)'J2J 66/-5626 FAX (972) 661-$614 Town of Addison 16801
Westgrove Drive P.O. Box 9010 Addison, Texas 75001 Attn: Mr. James C. Pierce, Jr., P.E., DEE ARAPAHO ROAD EXTENSION, ADDISON ROAD TO MARSH LANE Supplemental Agreement No. I Dear Mr.
Pierce; This letter is to confirm our recent telephone conversation concerning the perfonnance of additional surveying services and preparation of exhibits for potential condemnation
proceedings for right-of-way acquisitions for the Arapaho Road Extension project. As discussed, we are proceeding with the surveying services and preparation of the revised parcel plats
and descriptions. These should be completed and furnished to you by the end of the week. For the performance of these services and similar additional services for other right-of-way
acquisition needs, we request compensation at the rate of 2.2 times the salary costs, plus the outof-pocket pocket expenses and subcontract costs, if any. Salary costs will be defined
as direct labor plus salary-related costs, including allowance for holidays, sick leave, vacation, employee group insurance, workers' compensation, social security, unemployment and
disability taxed, and miscellaneous employee benefits. Time spent by a principal employee performing services or functions capable of being carried out by other, subordinate personnel
with a lower standard hourly rate, shall be billed at a rate equivalent to that of the appliclble qualified subordinate personnel. Payment will be made on .the basis of a certified time
and.kxpense record and actual cost of subc0ll.\.If!ctor invoices. "1 For the initial services to be provided under this SUpplemental Agreement we have estimated the costs will be as
follows: Administration and Exhibit preparation $4,586 ARS Subcontract for Surveying, Plat preparation $2,791 Expenses $100 $'1,477 The UNTil Companies OFflCES: At.!XA"i)RL\, VA: A1t.A.....,
..., G,>,; AUSTIN, TX: DATO:'; ROUGE, L\: 8Ql>,ON, IotA; CHARLESTO!'l. S(.: CHARLESTON'. WV; CHICAGo, Il: CLEVElAND, 011; CQWMIl1;li, OH O.Al.L\S, 'l":<: DLt.,'V1llt, CO; OE'fJ«)lT.
MIl Etl(J;..'s, 􀁷􀁶􀁾􀀠fA!lIl'1EW, 1(0); FT. WOllTIl, TX; fIARTfORD. CT; HOUSTON. lXi lNDlA.o..:APOUS, IN: IRvt...E., CA: KANSAS Crr'(, 1>.'0; 􀁋􀀮􀁾􀀢􀀢􀀧􀁴􀁌􀁅􀀬􀀠Th', u''{51:'<G.
MI; lOS ANGi£TL<;. CA; lOUl1:>',llE, ....y; r.lA."TEV, .'IlC; MI....M[. PI.; M[lWAUKF.:E, WI; 􀁍􀁉􀁾􀁐􀁏􀁬􀁬􀁓􀀮􀀠􀁾􀁬􀁴􀀮􀁉􀀻􀀠NASHVlUJ!. T!'J: 􀁾􀁅􀁗􀀠YORK. NY; OAKlAND, CA: OKt.Attt»tA
CIT'(, OK; oRL, .. :mo, Fl; OHl!U..... O PARK. KS; PlY!ltOUTH' MIllITINO, PI.; PORT1.AI'O, ME: \l.AlE[OH, NC; SALT LAKE CIT'(, lIT, SAN A:-.,o...10, TX: SAN IlI!ItNAI!'D!NO, C,A, SEA't'TI.£,
WA. ST, LOt.1S. MO: n.\lPA, fi;; TOLEOO, QH, tULSA, OK; wtCHtTA. K:I. 
Town of Addison -2-Arapaho Road Extension Phase II Addison, Texas 75001-0144 September 7, 2000 If, as the services progress. it appears that the estimated compensation will be exceeded
we will advise you in writing and request additional compensation be authorized to complete the work. Should this request for additional compensation for these services be acceptable
to the Town of Addison it may serve as a Supplemental Agreement with the return of a copy, 􀁢􀁥􀁡􀁲􀁩􀁮􀁧􀁳􀁩􀁾􀁴􀁵􀁲􀁥􀀠of acceptance in the space provided. . Very truly yours, HNTB
CORPORATION 11 .4(l . -: 􀁧􀀭􀀭􀁾􀀠BenjaminJ. iller 0 Vice President, Central Division Accepted: dison By: Date: 'l--13.-tJO BIB/DFB/tlf Enclnsure • 
H J 14 I)gtlMI : I􀁾.. i =JARCHITECTS ENGINEERS PLANNERS Parkway, SuI/it 630 DaJIas:,1GX<U 7.'S240-4381 (972) 66J-j626 PAX (972) 661-j611November 25, 1996 Mr. John Baumgartner, P.E.
Director of Public Works Town of Addison Public Works Department 16801 Westgrove Addison, Texas 75248 ARAPAHO ROAD EXTENSION Agreement and Fee Proposal Arapaho Road to Marsh Lane Dear
Mr. Baumgartner: We are enclosing two copies of the Agreement for Preliminary Engineering Services on the subject project and our Fee Proposal for the performance of these services.
The Fee Proposal includes the services to be performed by our subcontractors, GBW Engineers, Inc., A.R.S. Engineers, Inc., and Jack HatChell & Associates. We do not antiCipate any geotechnical
services as being required for the preliminary design effort and, therefore, we have not included a proposal from Terra-Mar, Inc. for these phases. After you have had an opportunity
to review the proposal, we will be happy to meet with you to review and discuss particulars. Respectfully submitted, 􀁈􀁎􀁔􀁂􀁃􀁏􀁒􀁐􀁏􀁒􀁁􀁾􀁉􀁾􀁎􀀠􀁾/1.􀁁􀁊􀁬􀁾􀁾􀀠7! Daniel F. Becker,
P.E. Vice President, Central Division DFB/cec Enclosures • cc: Mr. Bruce Grantham, GBW Engineers, Inc. 25768 7'be IJNTB Companies OI'I'lCI'S: ...I..EXANDKl..... VA:; ATLAr."Th, vA:;
AtJSllK TX: aATON ROCGE, 􀁾BOSTON, MA: OIAI!I.£STO:-', WV, ClllCAGO. 11; CLEVElAND. OH, DAUAS. 1):; 0101<"1':1\. t;O; DETROr!', 1>11: fAlltnEtD, NJ; FT. 􀁷􀁯􀁾􀁮􀀡􀀮􀀠IX: HAlffTORD,
􀁣􀁲􀁾􀀠BOeSTON, TX; lNDlANAFOl.IS, ft>, JRVlNE, CA; K"'-"SA!> CITY, MO; lANSING. MI, L...s vt:GAS. NV, LOS ANGElES. 0\, LOUISVILLE. K't': MIAMI, !'l; MILWAUKEE, WI. MINNEAPOLIS, MN;
NASHVILLE, ,!,: Nf:W YOll:K. NY, OAKLAND, CA, OKLAHOMA CITY, OX, ORLANDO. fL; OVERlAND PAliK. ,,$: PHOV,NrX. A<:: I'LYMOlJrn MEETING, 1'\, PORTLAND, ME; RALEIGH. :«:: ROCKLAND cout-.'TY,
NY; SAN A."<10:-l10. TX; S!!ATTl.£, WA; TA.\lPA, Fl.: TUlSA. 01:, wtcnrrA. KS. 
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 and services set forth in Seetion 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 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 1. GENERAL Engineer
shall furnish and pay for all labor, tools, materials, equipment, supplies, transportation and rnanagernemt necessary to perform all services set forth in "Section 2" hereof for the
Owner in accordance with the terms, conditions, and provisions of the Scope of Services. Owner may, at any time, stop any services by the Engineer upon giving Engineer written notice
21 days in advance of such action. Engineer shall be bound to Owner by the terms, conditions, and and responsibilities toward the Owner for Engineer's services set forth in this Agreement.
SECTION 2. SCOPE OF SERVICES The following Basic and Additional Services, when authorized in writing by a notice-to-proceed, shall be performed by the Engineer in accordance with the
Owner's requirements for alignment studies, preliminary design, and plans for Arapaho Road from Addison Road to Marsh Lane. I. Project Definition This prpject consists of alignment studies,
determination of r&ht-of-Way needs, meetings with p"",perty owners affected by projeet, and the preparation of right-of-way documents, and the preparation of plans and specifications
for construction of Arapaho Road from Addison Road to Marsh Lane. The type and characteristics of the project will be a 4-lane divided reinforced concrete roadway witb. turn lanes. Services
will include field survey work (both aerial and on the ground) for the preliminary alignment study and right-of-way establisinnent; right-of-way documents; geotechnical and environmental
investigation and recommendations; preliminary and final construction plans for the roadway, storm drainage, water, wastewater, landscaping, irrigation, traffic signals, construction
sequencing; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. Right-of-way documents will include metes
and bounds descriptions and sketch of each parcel required for the project. 1 
II. Detailed Scope of Basic Services The project will be implemented in several phases consistent with tbe availability of funds to complete final construction plans and specifications
and to fmance the construction. The Basic Scope of Services for Phase I and Phase II are described herein. The Scope of Services for subsequent phases of the project will be determined
as the project develops and will be included in supplements to this Agreement. A. Phase I -Data Acquisition and Conceptual Design 1. Perform site visit and records research to determine,
based on these records, the: a. location and description of existing easements and rights-of,way for public and franchise utilities; b. location of existing public and franchise utilities;
and c. physical elements which will affect the design process. 2. Review "Record" plans and other data made available to determine the location of existing public and franchise utilities
(water, wastewater, storm water, gas, electric, telephone, and cable TV). 3. Review previous studies of the corridor, including the preliminary a1igmnent prepared by Barton-Aschman.
4. Evaluation of physical constraints and the impact they may have on adjacent properties. 5. Prepare base map utilizing CADD Micr<jStation showing existing topographic features, physical
features, conUllrs (1-foot interval), spot elevations (scale: 1 inch = 20 feet) for preliminary plan and profile of the project. Base map showing existing utility locations obtained
from record drawings and research will be shown at a scale of 1 inch = 100 feet. Base maps will be prepared utilizing aerial photogrammetric mapping supplemented by field surveys. 6.
Study alternative aligmnents to the preliminary alignment as proposed in Barton-Aschman study (maximum two alternatives). • a. Set preliminary horizontal roadway aligmnent. b. Set preliminary
roadway grades. 2 
c. Establish preliminary drainage areas and prepare map (1 inch = 200 feet). Prepare preliminary storm water design calculations. d. Prepare preliminary drainage layout (1 inch = 20
feet). 7. Prepare studies of the intersection of the project with Midway Road, including an at-grade and a grade-separated intersection. 8. Meet with representatives of the St. Louis
and Southwestern Railroad Company to initiate discussions of at-grade crossing the railroad siding tracks. 9. Evaluate environmental considerations and make recommendations for additional
services, if necessary. 10. Determine preliminary right-of-way and easement requirements. 11. Prepare preliminary opinion of probable construction cost for alternative alignments studies,
including grade separation at Midway Road. 12. Prepare draft preliminary engineering report. The report will present the fmdings of the various alternative studies, the preliminary right-of-way
and easement requirements, opinion of probable construction costs, and graphical exhibits to illustrate the design characteristics of the studies to date. 13. Submit two (2) sets of
alignment studies and draft preliminary engineering report to the Town of Addison for review and determination of preferred alternative. 14. Meet with property owners to discnss improvements
and easement requirements, if required. Two meetings are anticipated with property owner groups. { ",(5. Prepare exhibits and assist Town staff with presentation to Town Council. 7 B.
Phase II • Preliminary Design 1. Plot cross sections at 50-foot intervals for the approved alignment and review the impact on adjacent properties. 2. Establish a final horizontal roadway
alignment and 􀁲􀁯􀁾􀁷􀁡􀁹􀀠grades. 3. Finalize a drainage area map based on fmal alignment and prepare runoff calculations . 4. Develop preliminary storm drainage design based on preferred
alignment. 3 
5. Use preliminary designs to detennine the effects on private property and existing public and franchise utilities to detennine where relocations will be required. 6. Prepare an opinion
of probable cost for the approved alignment. 7. Submit two (2) sets of the final engineering report and preliminary engineering plans to the Town of Addison. 8. Meet with utility companies
to discuss relocation needs. 9. Prepare exhibits and assist staff with a final presentation to City Council C. Phase Develnpment The Scope of Services for additional phases of project
development will be detennined as sources of funding are identified. m. Detailed Scope of Additional Services A. Surveying for Design 1. Establish horizontal and vertical control based
on the Town's monumentation. Set control points in the field and reference to existing features. 2. Perfonn field and/or aerial topographic surveys to compile sufficient data for preliminary
design. Additional surveys may be required in subsequent phases of project development. 3. Obtain field data on existing franchised utilities as located and, if necessary, uncovered
in the field by the owner of the utilitif. i 4. Obtain field data on existing Town-owned water, wastewater and stonn water lines. 5. Obtain profile of rail tracks and establish centerline
of tracks and intersecting streets. Obtain profile of curb and/or pavement of intersecting streets. B. Surveying for Right-of-Way Acquisition • 1. Research to verify property ownerships
of key parcels and existence of all utility easements across those parcels. 4 
2. Perform field surveys to locate existing rights-of-way, property lines and easements pertinent to the project and tie-in to the Town's horizontal control. 3. Perform boundary survey
work necessary to prepare right-of-way and easement documents used in acquisition. 4. Prepare right-of-way strip map to show property ownerships and right-ofway parcels needed for this
project based on the preferred alignment. :5. Prepare individual parcel plats and field notes by a Registered Professional Land Surveyor suitable for inclusion in right-of-way and/or
easement deeds to be prepared by the City' s legal counsel. 6. Set new front property comers on all tracts from which rigin-of -way is to be acquired based on the approved alignment.
C. Geotechnical Investigation Scope of Services The purpose of the geotechnical investigation will be to sample and evaluate subsurface conditions along the proposed project alignment
and from this data develop engineering design parameters for design and construction of the proposed improvements and to provide recommendations regarding these improvements. For the
Phase I and Phase n services, it is not anticipated that any geotechnical investigations will be necessary. These investigations will be iocluded in subsequent phases of project development.
D. Traffic Study 1. Data Collection a. Obtain available information on existinAraffic volumes on Arapaho Road, Midway Road, Marsh Lane, and other area major thoroughfares. b. Work with
the North Central Texas Council of Governments (NCTCOG) to prepare year 2000, 2010, and 2020 traffic assignments for proposed Arapaho Road east of Quorum Drive. Obtain NCTCOG future
traffic assigmnents for Midway Road, Surveyor Lane, and Marsh Lane. c. Obtain origin, destination, and peak-hour traffic volume data from the Arapaho Road study east of Quorum Drive
from the Town of Addison. 5 
2. Traffic Analysis a. Prepare traffic assignments for various sections and alignments for Arapaho Road. Traffic assignments will be analyzed for four sections of Arapaho Road between
Quorum Drive, Midway Road, Surveyor Lane, and Marsh Lane. Assignments will be prepared for alternative alignments, as appropriate, to include a potential one-way couplet. b. Prepare
projected turning volumes for the intersections of Arapaho Road at Midway Road and Marsh Lane to determine the nnmber of traffic lanes required to accommodate through and turning traffic.
c. Analyze projected traffic volnmes at the intersection of Arapaho Road and Midway Road to determine if a grade separated intersection is required. d. Evaluate traffic flow and traffic
signal coordination on Arapaho Road, Midway Road, Surveyor Lane, and Marsh Lane to determine signal timing needed to accommodate projected traffic flows. e. Prepare capacity analyses
at major intersections on Arapaho Road to determine projected levels-of-service for future traffic conditions. Identify any improvements needed to improve unacceptable levelsof-service.
3. Documentation a. Prepare technical memorandum that documents traffic analysis, fmdings, and recommendations for inclusion in the fmal engineering report. b. Present fmdings and recommendations!
the Town staff and Town Council, if required. 􀁾􀀠E. 'i:nYironmentai Site Audits The construction of the Arapaho Road Extension will require the demolition of existing buildings and
construction on properties to be acquired by the Town of Addison. A Phase I environmental audit of these buildings and properties will be made to determine from examination of available
records the potential for harmful materials, toxic wastes, or materials such as asbestos, being wesent in buildings to be demolished or property to be acquired. 6 
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 of Compensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the Engineer for work performed.
Compensation for performing Basic Services shall be on a Lump Sum Basis as developed through man-hour estimates presented in Exhibit B. The Lump Sum amount for Basic Services shall be
$221,282.00. Compensation for Additional Services and expenses shall be made based on actual invoices received from subcontractors andlor material supplies incurring costs attributable
to the project. The estimated fee for Additional Services for subconsultants is given in the attached Exhibits 0., E and F. The maximum Additional Services fee shall be $78,220.00. Engineer
agrees to perform the Basic and Additional Services to complete the project for a maximum total fee of $299,502.00. 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, withnut additional compensation, correct or review any errors or deficiencies that are attributable to the Engineer in the design, drawings, plans, specifications, esthnates,
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 und1 this Agreement. The rights ant1lemedies of Owner under this Agreement are
as provided by law. 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 Phase I and Phase II services shall be completed according to the schedule to be established upon receipt
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 exteusion of time for the performance of same as hereinafter provided. If such delay is in excess
of 60 days on anyone occurrence or a cumulative delay of over 120 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 7 
proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and awaiting critical infonnation 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, defmed 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 pan, attoroey 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 propeny including, in pan, 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 panicipates 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 assen
any rights qr establish any claim under the design patent or copyright laws. Engineer, after completion of til: project, agrees to furnish the originals 91 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 wiiliPut 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. 8 
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 of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the terma 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 terma 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, Owner may terminate 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 term 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 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 profe¥ional services under this Agreement. Such coverage shall be in the sum of not less than 􀀤􀀱􀀬􀀰􀀰􀀰􀁾􀀮􀀰􀀰􀀮􀀠􀁾􀀠A signed Cehificate of Insurance, satisfactory
to Owner, 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 Compeusation and Professional Liability policies. 9 
SECTION 9. INDEMND1CATION 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 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, nccurring 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. INDEMNU1CATION
FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agilllt of the Owner, and that Engineer is subject, as an employer, to all applicable Unemployment
e,mpensation Statutes, so as to relieve Owalr of any responsibility or liability from treating Engineer's employees as employees of Owner fo?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. 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 upon the non-payment of labor, tnols, materials, equipment, supplies, transportation and management
costs incurred by Engineer in performing this Agreement. 10 
SECTION 12. ASSIGNMENT Engineer shall not assign or sublet this Agreement, or any part thereof, witbout tbe prior written consent of Owner. SECTION 13. APPLICABLE LAWS Engineer shall
comply witb 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 tbe event Engineer fails to comply or becomes disabled and unable to comply witb the provisions of this Agreement as to the quality
or character of the service or time of performance, and tbe failure is not corrected within ten (10) days after written notice by Owner to Engineer, Owner may, at its sole discretion
witbout prejudice to any other right or remedy: • Terminate tbis Agreement and be relieved of the payment of any further consideration to Engineer except fur 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, eitber by tbe 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 tbis Agreement incurred to complete the services herein provided for and tbe costs so incurred may be due or that may thereafter become
due to Engineer under and by virtue of tbis Agreement. • Owner may, without terminating this Agreement or taking over the services, furnish tbe necessary materials, equipment, supplies
andlor help necessary to remedy tbe situation, at tbe expense of the Engineer. Engineer shall /lot be considered in default of this Agreement for delays in performance caused by "lets
of the Owner or otber c4urnstances beyond tbe reasonable control of tbe Engineer. SECTION IS. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in tbe
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 tbe contract by and between Engineer and Owner. 11 
SECTION 17. AGREEMENT AMENDMENTS This Agreement contail1ll 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 iIllltrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communicatiol1ll 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 ___day of , 1996. OWNER: ENGINEER:
TOWN OF ADDISON, TEXAS By: 􀀭􀀭􀁾􀀭􀀽􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Ron Whitehead City Mfnager 5300 Bl:ltline Road P.O. Box 144 HNTB CORP()RA,TIC)N Dallas, Texas 75240Addison, Texas 75001-0144
Wituess: Wituess: • Director of Public Works 12 
ARAPAHO ROAD EXTENSION ADDISON ROAD TO MARSH LANE FEE PROPOSAL Phase I -Data Acquisition Conceptual Design, and Phase II -Preliminary Design Basic Services Job Title .I::kl.w:li Project
Manager 170 Assistant Project Manager 278 Project Engineers 930 Design Engineers 576 CADD Technicians 480 Clerical 150 Direct Labor Cost Phase I and Phase II Basic Services Indirect
Labor, Overhead Subtotal Profit and Contingency Direct Expense Subtotal Fee, Basic Services (1) Additional Services Surveying, See ARS Inc. Proposal Aerial Mapping, See Dallas Aerial
Surveys Proposal Traffic Engineering, See Jack Hatchell Associates Proposal Subtotal Fee, Additional Services TOTAL FEE r+R SERVICES (1) Includes fee of GBW Engineers, tnc. RatelHour
$50.00 $42.00 $30.00 $22.00 $21.00 $16.00 EXHIBIT A $8,500.00 11,676.00 27,900.00 12,672.00 10,080.00 2,400.00 73,228.00 114,148.00 187,376.00 28,106.00 5,800.00 221,282.00 66,070.00
6,650.00 5,500.00 78,220.00 $299,502.00 • HNTB 11111/96 
ARAPAHO ROAD EXTENSION AODISON ROAO TO MARSH LANE ESTIMATE OF MANHOURS BASIC SERVICES (HNTB and GBW Totall Assistant Projoct P1<>jod P1<>jod .......................􀁾􀁍􀀡􀁙..........
Mana_ Ma.._ Eooiooor.A. Phose I 1. Record and Utility Research 2 2 ,. 2. Record Review 2 2 12 3. ReviB'N Previous Studies 4 4 8 4. Evaluation or Constraints 2 4 8 5. Ptepare Base Maps
2 2 6. studyAlternative Alignments 4 4 18 8. Preliminary Horizontal Alignment 4 4 32 h. Preliminary Verlical Alignment 4 4 16 c. PreUminary Drainage Map 4 16 80 d Preliminary Drainage
Plan 2 4 88 7. MidwaV Road lntersectlon Study 4 2 16 8. S1udy Railroad Grade Crossings 16 16 9. Assess Environmental Issues 16 10. Sat PreUminary 􀁒􀁩􀁧􀁨􀁴􀀭􀁣􀁦􀁾􀁗􀁡􀁹􀀠Requirements.
8 8 40 11. Prepare Opinion ofCost 4 8 40 12. Ptliliminary Engineering Report 4 8 40 13. Determine Preferred Plan 4 4 16 14. Meet with Property Owners 8 32 15. Present to Council 4 4
B. Phase II Preliminary Design 1. Plot Cmss Sections Review Impact 2 4 24 2. c$fablish Final Line and Grade 4 4 48 3. FinaliZe Drainage Map 2 56 4. Develop Stann Drain Design 16 64 5.
Assess Property Impact, Ulilrty Relocations. 2 16 16 6. Prepare Op;nion ofCost 2 8 56 7. SUbmil Preliminary Plans, Town 4 4 8. Submil Preliminary Plan, Utility Companies. ...... 4 4
9. Prepare Engineering Report, Exhtbits 16 40 Sublolal 98 198 754 Project 􀁾􀁮􀁡􀁧􀁥􀁭􀁥􀀮􀁮􀁬􀀠Cool'tlination Activities: Town ofAddison 32 40 80 Utility Companies 40 Huitt Zollars
4 Railroad Companv 16 16 Properly Owners 4 40 Subconsullants 16 40 Sublolal 72 80 176 Total Hours 170 278 930 Hourly Rate 50 42 30 Direct Labor Cost 6SOO 11676 27900 Design Engineer
Technician Clerical 4 16 16 4 4 16 40 16 40 40 40 32 56 40 44 40 80 40 32 16 16 16 16 40 40 40 40 24 40 40 40 24 40 552 480 24 24 0 576 480 22 21 12672 10080 2 2 2 2 2 2 2 16 16 20 4
4 4 4 4 4 4 4 ,. 114 4 4 4 20 4 36 160 16 2400 EXHIBITB Total 42 34 20 20 60 40 120 96 196 178 144 82 18 56 70 100 40 60 12 114 140 126 164 38 94 12 8 112 2196 156 40 8 36 64 114 388
2564 181 73228 HN'l'1l 11111196
 1"-AcIMIv Phase I 1. Rect»'d and UUflly R(;&eeJ(Ch 2. Record Review 3. RevieW Prcviousstud'les 4.. Evaluation ofConstraints 5. Prepare Base Maps 6. study A!ternati\Ie Aiignmet\t$ a.
Preliminary Horizontal Allgl1fi"l£'J"\t b. Preliminary Vertical Alignment C. Preliminary Drainage Map d. Preliminary DraInage Plan 7. Midway Road Intersection study 8. study Railroad
Grade Crossings 9. Assess Environmental ISsUes 􀁾􀀠10. Set Preliminary 􀁒􀁩􀁧􀁨􀁴􀀭􀁯􀁦􀁾􀁗􀁡􀁹􀀠Requirements 11, Prepare Opinion ofCost 12, Preliminary Engineering Report 13. Determine
Preferred Plan 14. Meet with Property OM1ers 15, Present to Council Is. Phase II Preliminary Design 1. Pkrt Cross Sections Review Impact 2. Establish Final Une and Grade 3, Finalize
Drainage Map 4, Develop Stmn DraIn Des'19n 5. Assess Property Impact, UUIity Relocations 6, Prepare Opinion of Cost 7. SUbmit Preliminary Plans, Town 8. Submit Preliminary Plan, utility
Companies 9. Piepare Engineering Report, Exhibits IProject Management Coordirtption Activities: TO'M"'I or Addison Utility Companies ' Huitt Zollars Rallrood Company Property OWners
Subc1:n"l$u!tant1J Total Hours Hourly Rate nlrl>cl I "bo!􀀮􀁾􀁾􀁾􀀠..... SUbtota Subtota ARAPAHO ROAD EXTENSION ADDISON ROAD TO MARSH lANE BTIMATE OF MAHHOURS (OIlW &1191_", Im:.) PrQjecl
􀁍􀁉􀁉􀁄􀁾􀀠o _01 PrQjecl 􀁍􀁾􀁾􀀠􀁾􀀠:!Jll!j 8e -'ill., 11S7e Project __􀁧􀁾􀁾􀁴􀀠420 56 476 30 1280 Design Engineer o Clerical 16 , 􀁾􀀠4C 30 o 21 EXHIBITC Total 2.<: 􀀭􀁾􀀬􀀠101:
HNTI! 11111196 
-:ON 13.1 I 
A.R.S. ENGINEERS SURVEY COSI' FSI'IMATE PROJECT: ArllPlho Road Edanalon PropoaeI No. 180-98 048 􀁾􀀠􀁾􀀠!f 􀁾􀀠TOTAL CONTRACT COlT8 ......-Rl.. I:•... 􀁾􀀠I1l i rlu • '8CI,!!1O.32 
EXHIBIT E " ••••a A4IIIa. RIII1I1qa, Inc. Aerial Photography and Mapping Services September 30, 1996 Mr. Dan Becker HNTB 14114 Dallas Pkwy., Suite 630 Dallas, Texas 75240 Dear Mr. Becker:
We are pleased to submit this proposal for providing aerial photogrammetric services. The location and area photographed shall be that specified on your furnished map, that area being
an extension ofArapaho Road from Addison Road to Marsh Lane. The area length is approximately 8000' , and the width varying from 600' to 800'. The following will be included. Aerial
Photography New aerial photography shall be taken. The photogrammetrist shall determine a flight plan, which shall show the number, spacing and length of flight lines over the mapping
project area and the spacing of photographs along the flight lines. The flight plan shall be sufficient to acquire the photographic coverage required by this contract. Survey Services
The essential ground control surveys to determine the horizontal position and elevation of all control points required for the completion of planimetrics and topography will be provided
by the firm of ARS Engineers, Inc. Horizontal and vertical control shall be established by eiller conventi6nal or Global Positioning System (GPS) techniques. Such control shall comply
with Nation'1l Map Accuracy Standards. Upon completioa-1:lf its ground cont..-o! responsibilities, .ARS will furnish to the photogrammetrist a diagram of controflocations along with
a list of coordinates. We will assume that the client, HNTB, will instruct ARS in regard to the coordinate system to be used. Stereo Plotting Planimetric features to be shown will include,
but DOt be I imited to, the following: roadways, bridges, driveways, houses, buildings, culverts, creeks, dvers, lakes, ponds, railroads, 􀁴􀁲􀁡􀁮􀁾􀁭􀁩􀁳􀁳􀁩􀁯􀁮lines, power poles,
fences and group tree outlines. Contours shall be shown as solid lines with index contours indicated by a heavier line weight and labelled. In obscure areas contours shall be shown as
dashed lines. Data will be provided in computer format compatible with HNTB software. 10220 Forest Lane /Dallas. Texas 75243 /214-349-2190 11-600-66.2-2190 /Fax 214-349-2193 
Mr. Dan Beeker HNn September 30, 1996 Page 2, The cost fur tilis project wlJl be as follows: Aerial Photography $1,200.00 􀁍􀁾􀁬􀀧􀁰􀁬􀁮􀁧􀀠1" .. 50'. 1.0' Contours $5,450.00 Ifyou have
any questions, please do not hesitate to call. We appreciate the QPportullity to provide thIs proposa1, IIlld look forwar4 to providing you with this service. Sincerely, DALlAS AERIAL
SURVEYS, INC. 􀁾􀀱􀀧􀁾􀀠 BUI L. 􀁾􀁳􀁯􀁮􀀮􀀠Sr., C.P. PresIdent WU/df { • 
EXHIBIT F ,i Jaok Hatchell a Assoaiates 1'.. Zst:l.mat. Arapaho Road Alig"rllUmt Study Hours Task Hatchell Clerical 1. Data Collection & Review -Hxisting Studies -NCTCOG Traffic Assignments
2. Traffic Analysis -Traffio Assignments for Alternative Alignments -Interseotions -Midwar Grade Separation -Traff c Signal Coordination -Capacity Analysis 3. Documentation -Technical
Memorandum -Presentations 4. Meetings Total 3.5 8.0 8.5 4.5 3.5 3.5 3.0 6.0 3.0 12.5 3.0 56.0 3.0 Per80smel Jack Hatchell Clerioal 56 hours 8 3 hours 8 $75.00 per hour 30.00 per hour
{ $ 4,2.0090 bpeu•••􀁾􀀠Travel -450 miles _ $0.30 Printing & ReproduotionNCTCOG Traffic Assignments per mile 135 75 1,000 Total Fee $ 5,500 • 
PUBLIC WORKS DEPARTMENT (214) 450-2H71 ADDisoN POflt Office Box 144 Addison, TexoJol 75001 16801 We,!ltf,rrnvc March 26, 1996 Mr. Brian Marcus, P.E., R.P.L.S. Post, Buckley, Schuh &
Jernigan, Inc. 5999 Summerside Drive, Suite 202 Dallas, Texas 75252 Dear Mr. Marcus: Attached is a request for qualifications for firms interested in providing professional engineering
services to the Town of Addison. Request for qualifications are being sent to firms that have expressed interest in providing these services to the Town of Addison. It is our goal to
have starr-make a selection by June 10, 1996 and present our recommendation to the Council by thc end of June. rryou have any questions or need additional information, please call me
at (214)450-2871. John R. Baumgartner, P.E. Director of Public Works 􀁾􀀠JRB/amh ""! Attachment • 
I : I􀁾i i =) ARCHITECTS ENGINEERS PLANNERS Par/:u.'ay, Sulle 6JO DaJ/a5, 􀁮􀁾􀀧􀁦􀁡􀁳􀀠75210-1J8l (972) 661·56:16 F:ttX (972) 661·56H November 18, 1997 Mr. John Baumgartner, P.E. Director
of Public Works Town of Addison 16801 Westgrove Addison, Texas 75248 ARAPAHO ROAD EXTENSION Agreement and Fee Proposal Arapabo Road to Marsh Lane Dear Mr. Baumgartner: We are enclosing
two copies of the Agreement for Preliminary Engineering Services on the subject project and our Fee Proposal for the performance of these services. The Fee Proposal, which includes the
services to be performed by our subcontractors, has been revised to reflect those changes discussed during our meeting with you on November 11, 1997. We trust the proposal will meet
with your approval and can be placed on the Council agenda for further action. Respectfully submitted, HNTB CORPORATION 􀀴􀁬􀁣􀁵􀁾􀀣􀁾􀀠... Daniel F. Becker, P.E. Vice President, Central
Division DFB/cec Enclosures • cc: Mr. Bruce Grantham, GBW Engineers, Inc. TlJe IIN1'U Compullies OFFICES; AL.OU\l'DR1A, v,o" ,o,TLA:-':TA, G...., Al:Sn:-;, TX: DATOS ROUGE, LA: DOSTON.
MA: OIARLESTO:-.'. VlV; CI1Io.GO. IL; CLEVEL>,ND. Oll, DAl..LAS. TX: 􀁄􀁾􀁓􀁖􀁅􀁒􀀮􀀠CO, DETROIT. MI; FAIRFIEW. l'>J: I·T. \l.'OIlTH. TX; HAR1l'ORD. LT: 110L.:srO:.', TX, lNDJASAI'OLlS,
IN, IRVJII:E. 0.: K....􀁾􀁓􀁁􀁓􀀠an. MO: LANSING, MI: LAS VEGAS, "'"v: LOS ......GlELES, CA: LOUISVILLE, KY: MIAMI, I'L: MILWAt:KEF.. 􀁾􀀧􀁉􀀮􀀠􀁍􀁉􀀺􀀧􀀺􀁾􀁅􀁁􀁉􀀧􀁏􀁌􀁉􀁓􀀮􀀠1>\:-;:
"'AS1IVILLE, TN: SEW YOHK, NY: OAKLAND, 0.: OKLAHOMA CITY. OK: ORLANDO. FL: OVERLAND PARK, KS: PHOENIX. AZ: PlYMOliTH MTiETISG. PA: PORTU:-;D, ME: kALEIGIi. !'oIC; ROCI\LA1',D COV:>.LY,
!..:V; SA!..: .\1I.TQSIO,l'X; SEATTLE, \I;'A; TAMPA. fl.; TULSA, 01\; \l;1CHITA, I\S, 25768 
AGREEMENT THIS AGREEMENT is made by and between HNTB COIporation, hereinafter called "ENGINEER", and the Town of Addison, 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 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 1. GENERAL Engineer
shall furnish and pay for all labor, tools, materials, equipment, supplies, transportation and management necessary to perform all services set forth in "Section 2" hereof for the Owner
in accordance with the terms, conditions, and provisions of the Scope of Services. Owner may, at any time, stop any services by the Engineer upon giving Engineer written notice 21 days
in advance of such action. Engineer shall be bound to Owner by the terms, conditions, and responsibilities toward the Owner for Engineer's services set forth in this Agreement. SECTION
2. SCOPE OF SERVICES The following Basic and Additional Services, when authorized in writing by a notice-to-proceed, shall be performed by the Engineer in accordance with the Owner's
requirements for aligmnent studies, preliminary design, and plans for Arapaho Road from Addison Road to Marsh Lane. I. Project Definition This 􀁰􀁾􀁣􀁴􀀠consists of alignment studies,
determination of right-of-way needs, meetings with property owners affected by project, and the preparation of right-of-way documents, and the preparation of plans and specifications
for construction of Arapaho Road from Addison Road to Marsh Lane. The type and characteristics of the project will be a 4-lane divided reinforced concrete roadway with turn lanes. Services
will include field survey work (both aerial and on the ground) for the preliminary alignment study and right -of-way establishment; right-of-way documents; geotechnical and environmental
investigation and recommendations; prelinlinary and final construction plans for me roadway, storm drainage, water, wastewater, landscaping, irrigation, traffic signals, construction
sequencing; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. Right-of-way documents will include metes
and bounds descriptions and sketch of each parcel required for the project. 1 
n. Detailed Scope ojBasic Services The project will be implemented in several phases consistent with the availability of funds to complete final construction plans and specifications
and to finance the construction. The Basic Scope of Services for Phase I and Phase II are described herein. The Scope of Services for subsequent phases of the project will be determined
as the project develops and will be included in suppleruents to this Agreement. A. Phase I -Data Acquisition and Conceptual Design I. Perform site visit and records research to determine,
based on these records, the: a. location and description of existing easements and rights-of-way for public and franchise utilities; b. location of existing public and franchise utilities;
and c. physical elements which will affect the design process. 2. Review "Record" plans and other data made available to determine the location of existing public and franchise utilities
(water, wastewater. storm water, gas, electric, telephone, and cable TV). 3. Review previous studies of the corridor, including the preliminary alignment prepared by Barton-Aschman.
4. Evaluation of physical constraints and the impact they may have on adjacent properties. 5. Prepare base map utilizing CADD Microstation showing eXlstmg topographic features, physical
features. contol1s (I-foot interval), spot elevations (scale: 1 inch 20 feet) for prelimilAry plan and proflle of the project. Base map showing existing utility locations obtained from
record drawings and research will be shown at a scale of 1 inch = 100 feet. Base maps will be prepared utilizing aerial photogrammetric mapping supplemented by field surveys. 6. Study
alternative alignments to the preliminary alignment as proposed in Barton-Aschman study (maximum two alternatives). • a. Set preliminary horizontal roadway alignment. b. Set preliminary
roadway grades.2 
c. Establish preliminary drainage areas and prepare map (l inch 200 feet). Prepare preliminary storm water design calculations. d. Prepare preliminary drainage layout (1 inch 20 feet).
7. Prepare studies of the intersection of the project with Midway Road, including an at-grade and a grade-separated intersection. 8. Meet with representatives of the St. Louis and Southwestern
Railroad Company to initiate discussions of at-grade crossing the railroad siding tracks. 9. Evaluate environmental considerations and make recommendations for additional services, if
necessary. 10. Determine preliminary right-of-way and easement requirements. 11. Prepare preliminary opinion of probable construction cost for alternative alignments studies, including
grade separation at Midway Road. 12. Prepare draft preliminary engineering report. The report will present the findings of the various alternative studies, the preliminary right-of-way
and easement requirements, opinion of probable construction costs, and graphical exhibits to illustrate the design characteristics of the studies to date. 13. Submit twelve (12) sets
of alignment studies and draft preliminary engineering report to the Town of Addison for review and determination of preferred alternative. 14. Meet with property owners to discuss improvements
and easement requirements, if required. Two meetings arerticipated with property owner groups. -4 ... 13. Prepare exhibits and assist Town staff with presentation to Town Council. B.
Phase IT -Preliminary Design 1. Plot cross sections at 50-foot intervals for the approved alignment and review the impact on adjacent properties. • 2. Establish a final horizontal roadway
alignment and roadway grades. 3. Finalize a drainage area map based on final alignment and prepare runoff calculations. 3 
4. Develop preliminary storm drainage design based on preferred alignment. 5. Use preliminary designs to determine the effects on private property and existing public and franchise utilities
to determine where relocations will be required. 6. Prepare an opinion of probable cost for the approved alignment. 7. Submit twelve (12) sets of the final engineering report and preliminary
engineering plans to the Town of Addison. 8. Meet with utility companies to discuss relocation needs. 9. Prepare exhibits and assist staff with a final presentation to City Council C.
Phase Development The Scope of Services for additional phases of project development will be determined as sources of funding are identified. m. Detailed Scope ofAdditional Services
A. Surveying for Design 1. Establish horizontal and vertical control based on the Town's monumentation. Set control points in the field and reference to existing features. 2. Perform
field andlor aerial topographic surveys to compile sufficient data for preliminary design. Additional surveys may be required in subsequent phases of project development. 3. Obtain field
data on existing franchised utilities allocated and, if necessary, -' uncovered in the field by the owner of the utilities. ? 4. Obtain field data on existing Town-owned water, wastewater
and storm water lines. 5. Obtain profile of rail tracks and establish centerline of tracks and intersecting streets. Obtain profile of curb and/or pavement of intersecting streets. •
B. Surveying Cor Right-oC-Way Acquisition I. Research to verify property ownerships of key parcels and existence of all utility easements across those parcels. 4 
2. Perfonn field surveys to locate existing rights-of-way, property lines and easements pertinent to the project and tie-in to the Town's horizontal control. 3. Perfonn boundary survey
work necessary to prepare right-of-way and easement documents used in acquisition. 4. Prepare right-of-way strip map to show property ownerships and right-ofway parcels needed for this
project based on the preferred alignment. 5. Prepare individual parcel plats and field notes by a Registered Professional Land Surveyor suitable for inclusion in right-of-way and/or
easement deeds to be prepared by the City's legal counsel. 6. Set new front property comers on all tracts from which right-of-way is to be acquired based on the approved alignment. C.
Geotechnical Investigation 􀁾􀁣􀀺􀁯􀁰􀁥􀀠of Services The purpose of the geotechnical investigation will be to sample and evaluate subsurface conditions along the proposed project alignment
and from this data develop engineering design parameters for design and construction of the proposed improvements and to provide recommendations regarding these improvements. For the
Phase I and Phase II services, it is not anticipated that any geotechnical investigations will be necessary. These investigations will be included in subsequent phases of project development.
D. Traffic Study 1. Data Collection { a. Obtain available information on existing traffic volumes on Arapaho Road, Midway Road; Marsh Lane, and other area major thoroughfares. b. Work
with the North Central Texas Council of Govennnents (NCTCOG) to prepare year 2000, 2010, and 2020 traffic assignments for proposed Arapaho Road east of Quorum Drive. Obtain NCTCOG future
traffic assignments for Midway Road, Surveyor Lane, and Marsh Lane. • c. Obtain origin, destination, and peak-hour traffic volume data from the Arapaho Road study east of Quorum Drive
from the Town of Addison. 5 
2. Traffic Analysis a. Prepare traffic assignments for various sections and alignments for Arapaho Road. Traffic assignments will be analyzed for four sections of Arapaho Road between
Quorum Drive, Midway Road, Surveyor Lane, and Marsh Lane. Assignments will be prepared for alternative alignments, as appropriate, to include a potential one-way couplet. b. Prepare
projected turning volumes for tbe intersections of Arapaho Road at Midway Road and Marsh Lane to determine tbe number of traffic lanes required to accommodate tbrough and turning traffic.
c. Analyze projected traffic volumes at tbe intersection of Arapaho Road and Midway Road to determine if a grade separated intersection is required. d. Evaluate traffic flow and traffic
signal coordination on Arapaho Road, Midway Road, Surveyor Lane, and Marsh Lane to detennine signal timing needed to accommodate projected traffic flows. e. Prepare capacity anslyses
at major intersections on Arapaho Road to detennine projected levels-of-service for future traffic conditions. Identify any improvements needed to improve unacceptable levels-ofservice.
3. Documentation a. Prepare technical memorandum Ihat documents traffic analysis, [mdings, and recommendations for inclusion in tbe [mal engineering report. b. Present findings and recommendations
to tile Town staff and Town Council, if required. 11 -it E. Environmental Site Audits The construction of Ihe Arapaho Road Extension will require tbe demolition of existing buildings
and construction on properties to be acquired by tbe Town of Addison. A Phase I environmental audit of tbese buildings and properties will be made to determine from examination of available
records the potential for harmful materials, toxic wastes. or materials such as asbestos, being present in buildings to be demolished or property to be acquired. 6 
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 Basic Services shall be on a Lump Sum Basis as developed through man-hour estimates presented in Exhibit B. The Lump Sum amount for Basic Services shall be
$216,021.00. Compensation for Additional Services and expenses shall be made based on actual invoices received from subcontractors andlor material supplies incurring costs attributable
to the project. The estimated fee for Additional Services for subconsultants is given in the attached Exhibits D, E and F. The maximum Additional Services fee shall be $78,220.00. Engineer
agrees to perform the Basic and Additional Services to complete the project for a maximum total fee of $294,241.00. SECTION 4. RESPONSmlLITIES 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 dapges to Owner caused by Engineer's 􀁮􀁥􀁧􀁾􀁥􀁮􀁴􀀠performance of any of the services furnished under1his Agreement . .. The rights and remedies of Owner under this Agreement are
as provided by law. SECTION 5. TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional marmer in accordance
with the Owner's requirements. As time is of the essence for this Agreement, the Phase I and Phase II services shall be completed according to the schedule to be established upon receipt
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 anyone occurrence or a cumulative 7 
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 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 !han !hat specified in the Scope of Services, defmed in Section 2, under those circumstances Owner hereby agrees to protect, defend,
indemnify and hold harmless the Engineer, their officers, agents, servants and employees (hereinsfter 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 participates in such other work. Engineer agrees to and does
hereby grant to Owner a royalty-free IicJse to such instruments of service which 􀁾􀁩􀁮􀁥􀁥􀁲􀀠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 estsblish any claim under the design patent or copyright laws. Engineer, after completion of the 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 8 
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 rnsterial 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 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 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 rnsy terminate this Agreement as provided in this Section 7. SECTION
8. INSURANCE Engineer shall provide and rnsintain Worker's Compensation and Employer's Liability Insurance for the protection of Engineer's employees, as required by law. Engineer shall
also provide and rnsintain in full force and effect during the term 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 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) occurrepce. Insurance covering damages to property shall be in the sum of not less Three Hllndred Thousand Dollars ($300,000.00) 19regate. 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 than $1,000,000.00. A signed Certificate of Insurance, satisfactory to Owner, showing comjlliance with the requirements of this Section, shall be furnished
to Owner before any services pe 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. 9 
Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professionsl 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 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 constroction 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 􀀱􀀰􀀮􀁾􀁉􀁎􀁄􀁅􀁍􀁎􀁉􀁆􀁉􀁃􀁁􀁔􀁉􀁏􀁎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. 10 
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. 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 fallure is not corrected within ten (to) 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 (}wner, either by the use of its own forces or by resubletting to others. In either event, ttte Engineer shall be liable for iiI 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 roe Owner or other
circumstances beyond the reasonable control of the Engineer. 11 
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 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 ail genders,
and the use of singular numbers shail include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the ___day of ,1997. OWNER: -:1 ENGINEER:
TOWN OF ADDISON, TEXAS HNTB CORPORATION By: 􀁂􀁙􀀺􀁤􀁴􀁕􀁾􀁾 􀀽􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭Ron Whitehead, City Manager Daniel F. Becker, P.E. 5300 Beltline Road Vice President, Central Division
P.O. Box 144 14114 Dallas Parkway, #630 Addison, Texas 75001-0144 Dallas, Texas 75240 Witness: Director of Public Works 12 
EXHIBIT A ARAPAHO ROAD EXTENSION ADDISON ROAD TO MARSH LANE FEE PROPOSAL Phase I -Data Acquisition Conceptual Design, and Phase II -Preliminary Design Basic Services Job Title Project
Manager Assistant Project Manager Project Engineers Design Engineers CADD Technicians Clerical Direct Labor Cost Phase I and Phase II Basic Services Indirect Labor, Overhead Subtotal
Profit and Contingency Direct Expense Subtotal Fee, Basic Services (1) Additional Services 􀁾􀀠Surveying, SeelA.RS Inc. Proposal Aerial Mapping, See Dallas Aerial Surveys Proposal Traffic
Engineering, See Jack Hatchell Associates Proposal Subtotal Fee, Additional Services TOTAL FEE FOR SERVICES (1) Includes fee of GBW Engineers, Inc. Hours Rate/Hour 170 $50.00 264 $42.00
890 $30.00 576 $22.00 480 $21.00 150 $16.00 { Total $8,500.00 11,088.00 26,700.00 12,672.00 10,080.00 2,400.00 71,440.00 111,361.00 182,801.00 27,420.00 5,800.00 216,021.00 66,070.00
6,650.00 5,500.00 78,220.00 $294,241.00 HNTB 11118/97 
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀡􀂥􀁾􀀠􀁾􀀠----------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Pc Phas<l1 .,,1. 1. Record and Utility Research 2. Record Review 3. Review Previous Studies 4. Evaluation of Constraints 5.
Prepare Base Maps 6, Study Atlematlve ALignments a. Preliminary Honzontai Alignment b. Prcf!mlnary Vertical Alignment e, Preliminary Droinage Map (j, Preliminary Dtainage Plan 7. Midway
Rood InLel'$ection Study 8. Study Railroad Grade Crossings 9. Assess Envlrorunentallssues 10. Set Preliminary 􀁒􀁩􀁧􀁨􀁴􀀭􀁯􀁦􀁾􀁗􀁡􀁹􀀠Requirements 11. Prepare OpInion of Cost 12. Prel1minary
Englneering Report 13. Delermlne Prnrerred Plan 14. Meel with Property Owners 15, Presenllo Council B. PhasB II Preliminary Design 1. Plot Cross Sections Review Impact 2. Establish Final
Une and Grade 3. Finalize Drainage Map 4, Develop Stonn Drain Design 5, Assess Property Impact. Utility Relocations 6. Prepare o.pin"lOn of Cost 7. Submit Preliminary Plans. Town 8.
Submit Plellminary Plan, Utirily Companies 9. Prepare Engineerir'lg Report, ExbibJts ....... Subtotal Projed Management COOrdif1ation Activities: Town ofAddiSol Utility Companies Huitt
Zollars Railroad Company Property Owners Subronsultants Subtotal' Total Hours Hourly Rate Direct Labor Cost -----------------------------ARAPAHO ROAD EXTENSION ADDISON ROAD TO MARSH
LANE ESTIMATE OF MANHOURS BASIC SERVICeS (HNTB and GBW Total) Assislant Project Pr.oject Project Manager Ma,-r -----􀁾􀁲􀁹􀀡􀁪􀁬􀁾􀁲􀁹􀁾􀁾􀀡􀁾􀁾􀀠2 2 16 2 2 12 4 4 •2 4 •2 2 4 4 16 4
4 32 4 4 ,. 4 ,. 80 2 4 a. 4 2 16 18 ,.,.• • 40 4 • .0• • 40• 4 ,.• 32• 4 2 4 2. 4 • 40 2 56 ,. 6. 2 18 ,. 2 • 56• 4• 4 16 32 98 198 738 32 34 .. 40•16 16 4 32,. 40 72 .6 152 170 26.
890 50 '2 30 8500 11088 26700 o.tslgn Engineer Technician Clarlcal 4 16 16 4 4 ,. 4. 16 40 40 40 32 56 40 44 40 80 40 32 ,. ,.,. ,. 40 .0 40 40 24 40 40 40 2. 40 552 480 2. 24 0 576
••0 22 21 12672 10080 2 2 2 2 2 2 2 ,. 16 20 4 4 4 4 4•4 4 ,. 11. 4 4 4 20 4 36 150 16 2400 EXHIBITB Total 42 34 20 20 60 40 120 ,.". 178 144 82 18 56 70 100 40 60 12 114 132 128 164
38••12•104 2180 2180 12• 40 8 36 5.••350 2530 la1 71440 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠HNTB llIlSl97 
Activity ....... A. Phase I 1. Record and Utility Research 2. Record Review 3. Review Previous Studies 4. Evaluation ofConslfaints 5. Prepare Base Maps 6. Study A1temative Alignments
a. Preliminary Horizontal Alignment b. Preliminary Vertical Alignment c. Preliminary Drainage Map d. Preliminary Drainage Plan 7. Midway Road Intersection Study 8. Study Railroad Grade
Crossings 9. Assess Environmenlallssues 10. Set Preliminary Right-of-Way Requirements 11. Prepare Opinion of Cost 12. Preliminary Engineering Report 13. Delennlne Prererred Plan 14.
Meet with Property Owners 15. Present to Council B. Phase II Preliminary Design 1. Plot Cross Sections Review Impact 2. Establish Final Line and Grade 3. Finalize Drainage Map 4. Develop
Storm Drain Design 5. Assess Property Impact. Utility Relocations 6. Prepare Opinion of Cost 7. Submit Preliminary Plans, Town 8. Submit Preliminary Plan. Utility Companies 9. Prepare
Engineering Report. Exhibits ..... Subtotal Project Management <;oordination Activities: Town of Addison Utility Companies Huitt Zollars Railroad Company Property Owners Subconsultants
Subtotal Total Hours Hourly Rate Direct labor Cost ARAPAHO ROAD EXTENSION ADDISON ROAD TO MARSH LANE ESTIMATE OF MANHOURS (GBW Engineers Inc.) Assistant Project Project Project Manager
􀁍􀁡􀁮􀁡􀁾􀁲􀀠Engineer 2 4 2 4 4 4 4 4 2 4 4 4 8 4 8 16 64 4 80 2 8 16 8 16 8 24 8 16 4 4 32 4 4 8 4 8 2 40 16 48 16 8 8 40 4 4 16 16 0 198 420 34 20 24 32 0 66 44 264 464 42 30 0 11088
13920 Design Engineer Technician Clerical 16 40 40 8 40 40 16 0 200 0 0 0 200 21 0 4200 2 8 16 4 30 8 4 16 28 58 16 928 EXHIBITC Total 24 6 8 8 2 8 12 12 120 124 10 8 16 24 32 24 16
48 8 12 12 82 104 24 48 4 4 48 848 62 28 0 0 48 0 138 0 986 30136 HNTB 1lI18/97 
--C\J A.R.S. ENGINEERS SL'RVEY COST ESTL"\1...<\TE PROJECT: Arapaho Road Eldeflsion 􀁾􀀠1. PROJECT MANAGEMEHT TASK . PRINCIPAl.. RPLS COORD, TECH CREW CREW ASST SEC'Y Proposal No. 160-96-048
, .,.1.-.... ......s; ...... fM .... ...... C\J 2. CONTROl. SURVEY .. l'!:iJrDy e..m-ol II. Scroo<!ary Cottm:>I 􀁾􀀢􀀠CemcriinciComrolLinc:s d. Establish x.y &Z ... _ _ <:. Sftl"""'-points
fir....n:.llll.ppilll! ____ ,___ I 2 L 4 2 2 18 Hl 14 8 ___􀁾, ____ 18 Z8 _--'l::4______--,-___-.:..___􀁾􀀠g 􀁾􀀠13.. DESIGN SURVeY· TCII'OGRAftlIC . .. 􀁾􀀬..otrDngS_._Rao!,Midw>.yI1Dod.RuI!yuD,l!oiImo
d S"""'Y Bl>d..C.., ........... 􀁾-'10, 􀁾"",,!""'file: OI11y 4 Z8 34 b. la:m!.'alilics.,_ 1 16 :ro •. IlainaFS"""l" S 8 R d. 􀁔􀁾􀁓􀀢􀀢􀀧􀁬􀀧􀁌􀁭􀁩􀀡􀁴􀁨􀁯􀁲􀁾􀀠8 Z8 ZR j... AIlOIl'IONAl.
FELD SURVElSI i .. -...oM Tcpo ..'-5 40 40-􀁾􀀠15'. RIGIfT CEWAY , ''--'0-••I 􀀮􀁾􀁾􀀠_____ 􀁾􀁟􀀠~ b. Ri§ibr.oCEnIry u..o..(ll 0wDm) 8 -1 3 Q c. toc:oIeExis!iJJgR.O.W._ 2 I) 38 54 '
...... (\') '6. RJGHTOFWAYPARCELS ...... .... .. AbIIr.Ia:irJg • 4 MI ...... L b. 􀁆􀀻􀁯􀁤􀁾􀀭____(34jl11l<01s} 2. 8 90 '" C1iculalicm-ponzIs mi,_uwOl(34 jlIIl<OIs) 􀁾􀀧􀀭􀀭􀁉􀁏􀀠2.
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A.R.S. ENGINEERS SURVEY COST ESTIMATE (Y) PROJECT: Ar.Jpaho Road Extension Proposal No. 160-96-048 􀁾􀀠 '<t .-< Sl ..... 􀁾􀀠'<t.... (\J 􀁾􀀠􀁾􀀠 -􀁾􀀠􀁾􀀠.. Q-..... "'".. '<t... J:'..
'?' (X)... , ... ... 􀁾􀀠 􀁾􀀠􀁾􀀠-u.. SubIaCaI UIb« Cost 􀁔􀁏􀁔􀁁􀁉􀀮􀀮􀁾􀁃􀁏􀁓􀁔􀀠S $!!i,a7lI.32 • ..... 
EXHIBIT E lIulluIIA.lflul 􀁈􀁉􀁬􀁉􀁦􀁜􀀱􀀮􀁊􀁉􀁉􀁾􀀠Inc. AerIal Photography and Mapping Services September 30, 1996 Mr. Dan Becker HNTB 14114 Dallas Pkwy., Suite 630 Dallas, Texas 75240
Dear Mr. Becker: We are pleased to submit this proposal for providing aerial photogrammetric services. The location and area photographed shall be that specified on your furnished map,
that area being an extension ofArapaho Road from Addison Road to Marsh Lane. The area length is approximately 8000', and the width varying from 600' to 800'. The following will be included.
. Aerial Photography New aerial photography shall be taken. The photogrammetrist shall determine a flight plan, which shall show the number, spacing and length of flight lines over the
mapping project area and the spacing of photographs along the flight Iines. The flight plan shall be sufficient to acquire the photographic coverage required by this contract. Survey
Service;; The essential ground control surveys to determine the horizontal position ;f1d elevation of all control points required for the completion of planimetrics and topography will
be 􀁰􀁾􀁶􀁩􀁤􀁥􀁤􀀠by the firm of ARS Engineers, Inc. liorizontal and vertical control shall be established by either conventional or Global Positioning Systeri1{GPS) techniques. Such
controi shall comply with National Map Accuracy Standards. Upon completion of its ground cor:tro! responsibilities, ARS will furnish to the photograrr.metrist a diagram ofcontrol locations
along with a list of coordinates. We will assume that the client, HNTB, will instruct ARS in regard to the coordinate system to be used. Stereo PloWne•Planimetric features to be shown
will include, but not be limited to, the following: roadways, bridges, driveways, houses, buildings, culverts, creeks, rivers, lakes, ponds, railroads, transmission lines, power poles,
fences and group tree outlines. Contours shall be shown as solid linea with index contours indicated by a heavier line weight and labelled. In obscure areas contours shall be shown as
dashed lines. Data will be provided in computer format compatible with HNTB software. 10220 Forest Lane I DafJas. Texas 75243/214·349-2190 11-800-862-2190 1 Fax 214-349-2193 
NOV-6-96 WED 11:14 DALLAS AERXAL SURVEY P.02 Mr. Dan 􀁂􀁾􀁫􀁥􀁲􀀠 HNTB September 30, 1996 Page 2, The cost for tills project will be as follows: Aerial Photography $1,200.00 􀁍􀁾􀁰􀁰􀁩􀁮􀁧􀀠1"
=SO', 1.0' Contours $5,450.00 Ifyou hllVO any questions, please do not hesitate to call. We appreciate the QPporlt\/lity to provide this proposal, IOl.d look f'orward to providing you
with this service. Sincerely, DALLAS AERJAL SURVEYS, INC• 􀀮􀀮􀁤􀂫􀁣􀀮􀁦􀁾􀀠BU! L. i'efnsOll, Sr" C,P. President WlJ/df • 
EXHIBIT F "';" . "", ...... Jack Hatchell a Aasoaiates :tea Est:bnat. 􀁾􀁡􀁰􀀦􀁨􀁯􀀠Road JUigrllllftt Study Hours Task Hatchell Cle:rical 1. Data Collection & Review -Existing Studies
3.5 -NCTCOG Traffic Assignments 8.0 2. Traffic Analysis -Traffio Assignments for S.5 Alternative Alignments -Intersections 4.5 -MidwaI Grade separation 3.5 -Traff c Signal Coordination
3.5 -Capacity Analysis 3.0 . 3. Documentation -Technical Memorandum 6.0 3.0 -Presentations 3.0 4. Meetings 12.5 Total 55.0 3.0 l?arZilom1.1 Jack Hatphell 55 hours 􀁾􀀠$75.00 per hour
Clerical! 3 hours @30.00 per hour B:R:penlSIIITravel 450 miles @$0.30 per mile 135 printing & Reproduction 75 NCTCOG Traffic Assignments 1,000 Total Fee $,5,500