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ST9601-QU 960419 'T STATEMENT .'OF -QUALIFICATIONS "' . .'- .: For',Engineering Design Of - , - ~, - . . 2 · - "· ' ' WRANGLER DRIVE - ' FROM BELT LiNE ROAD' TO FREEPORT'.' PARKWAY" PROJECT ST 96-01' . , . - . - : - · , .. ~ , , _' ~'- · . . . " :.'7' .- · -.. . "'. ..... "': ' ' - '~he; tu : ~ " , .,. , .- . . '.. :" . . C. ' . ' '..]"' '. ,Submitted By " SHIMEK;;JACOBSL'. & 'FINKLEA .... · , , · . . "'CONSULTING ENGINEERS. ·: DALAS, TEXAS ¢utU're' -. SHIMEK, JACOBS & FINKLEA CONSULTING ENGINEERS 8333 Douglas Avenue, #820 Dallas, Texas 75225 (214) 361-7900 ROSS L. JACOBS, RE. RONALD V. CONWAY, P.E. JOHN W. BIRKHOFF, RE. JOE R. CARTER, RE. GARY C. HENDRICKS, P.E. C. L. SHIMEK, RE. I. C. FINKLEA, P.E. JAMES E. LAUGHLIN, RE. April 19, 1996 Mr. Kenneth M. Griffin, P.E. Assistant City Manager/City Engineer City of Coppell, Texas Post Office Box 478 Coppell, Texas 75019-0478 Re: Statement of Qualifications Wrangler Drive Paving and Drainage Improvements Dear Mr. Griffin: Shimek, Jacobs and Finklea is pleased to present its' Statement of Qualifications for serving as consulting engineer for the design of the Wrangler Drive Paving and Drainage Improvements. You will find our team umquely qualified to perform the services outlined in your request. We have over 25 years of municipal engineering experience and provide a level of professional service which will enhance the successful completion of this project. This statement demonstrates our approach to this project and our team's recent experience with paving and drainage improvements, geotechnical investigations and traffic engineering. StanTech Engineering Co. will serve as a subconsultant for the geotechnical engineering on the project. Jack S. Haston, P.E., is the president of StanTech Engineering Co., and has worked closely with Shimek, Jacobs & Fmklea for over 20 years. George T. (Tom) Walton, P.E., will serve as our traffic engineering subconsultant. Tom designed the traffic control and signalization system along Denton Tap Road through Coppell and is very familiar with this area. With this team, we are confident that we can meet the challenging design considerations of this project and any reasonable project schedule. Our Statement of Qualifications is organized in seven sections titled in accordance with the City's evaluation criteria. We hope this expedites your evaluation of our ~rm's ability to serve the City. We appreciate the oppommity to be considered for this important and interesting project, and look forward to working again with the City of Coppell. Gary C. Hendricks, P.E., R.P.L.S. Enclosures STATEMENT OF QUALIFICATIONS FOR ENGINEERING DESIGN SERVICES ul Future FROM BELT WRANGLER DRIVE LINE ROAD TO FREEPORT (PROJECT ST 96-01) PARKWAY Submitted By SHIMEK, JACOBS & FINKI,EA CONSULTING ENGINEERS DALLAS, TEXAS April, 1996 TABLE OF CONTENTS Section 1 2 3 4 6 Understanding of the Project a) Project Overview b) Summary of Essential Project Elements Commitment to Provide Resources to This Project Qualifications of Project Personnel and Resumes Qualification of Finns and References Type of Services Provided Recent Experience in Performing Similar Assignments 7 City's Past Experience with our Firm Sample Drawings Section 1 Understanding of Project A. PROJECT OVERVIEW In order to get a better understanding of the scope of this project, we visited with Mr. Doug Stevens, Engineering Technician, and secured copies of the construction record drawings of developments adjacent to the project. In addition, we visited the project site and developed a "feel" for the project requirements. This is a high visibility project surrounded by a developing Light Industrial/Warehouse District and serving Coppell Middle School West. The project intersects with Belt Line Road which is a major thoroughfare. It is our understanding the project will consist of approximately 4,300 of paving and drainage improvements to Wrangler Drive, from Belt Line Road to Freeport Parkway. Approximately 3,200 linear feet of the roadway project is to be improved from an existing 2-lane undivided asphalt roadway, with the remainder to be constructed across previously undeveloped land. The new roadway is to consist of between 40 to 44 feet of undivided concrete curb and gutter paving, including all related subgrade preparation, storm drainage improvements, traffic control devices, signalization, and potential utility relocations. There is a possibility that the project construction limits may be terminated at the Coppell Middle School West; however, the project will be designed and plans prepared for the full project limits from Belt Line Road to Freeport Parkway. In addition, the project also includes the extension of approximately 1,100 linear feet of 12-inch water main at the west end of the project over to Freeport Parkway. The water line will be constructed regardless of the final paving project limits of Wrangler Drive. Further, the project also includes the design of a traffic signal at the intersection of Ai~ine Drive with Belt Line Road. The traffic signal is to be XI&F 1-I Shimek, Jacobs and Finklea has a clear understanding of the City of Coppell's commitment to a quality project which is sensitive to traffic movement during the construction phase and after completion of the project. synchronize with the existing traffic signal at Belt Line Road and Wrangler Drive. It is our understanding the scope of services to be provided by the Engineer include, but are not limited to design and preparation of construction plans and specifications, including geotechnical evaluations, topographic surveys, pavement design, storm drainage design, utility coordination and/or design of utility relocations, preparation of water line extension plans, establishment of both vertical and horizontal project control, preparation of construction sequencing and detailed traffic control plan, boundary surveys for easements and right-of-way, and preparation of plats and field note descriptions for right- of-way documents where required. The design standard shall be the City of Coppell's standard specifications, where appropriate. It is understood that any special provisions or special specifications developed for this project shall be in a format consistent with the City's current standards where possible. We have read and understand the project information and scope of work as described in the City's request for proposals. Bg SUMMARY OF ESSENTIAL PROJECT ELF, MENTS After our review of the project requirements, site visits and discussion with City staff, we believe there are five main essential elements critical to the success of this project as listed below. We have provided our detailed comprehensive approach to the design of this project in Section 5 of this statement of qualifications. 1) Project Management 2) Geotechnical Evaluation and Recommendation 3) Traffic Control and Construction Phasing 4) Drainage Considerations 5) Utility Coordination SJ&F 1-2 Project Management Shimek, Jacobs and Finklea's approach to project management is unique in that we provide our professional services on a "Client Basis" rather than a "Project Basis". What this means to the City of Coppell is that although the success and management of a particular "project" is critical, more important is providing complete professional service to our client. Once we have been selected for a project, we look at the needs of our client, rather than only the needs of the particular project. We believe that this approach ultimately provides a better working relationship with our clients and enhances the success of the project. Gary C. Hendricks, P.E. will be the project manager on this project. He has worked with the City of Coppell recently on two capital improvements projects and is familiar with the procedures for design and construction of projects for the City. Geotechnical Evaluation and Recommendations From our site visits and experience with construction in areas similar, we believe this project is located within an area consisting of heavy clay soils. A review of the area geological maps supports our supposition. The possible presence of heavy clay soils makes the geotechnical study one of the more critical aspects of the design process. Since most pavement distress occurs due to subgrade movement, the longevity of any roadway begins with and understanding of the geological conditions for the site, appropriate geotechincal investigations and engineering recommendations. To reduce the possibility of detrimental stress within the pavement section from underlying soils, information regarding the subsurface soils, their quantities, and depths is necessary to provide engineering recommendations for modifications and construction of the pavement subgrade and any subsurface utilities. To obtain that information, we recommend providing borings at an approximately 500-foot interval to a depth of no less than 10-feet below the proposed final grade. This would allow us to map the subsurface conditions and provide the recommendations necessary for the subsequent design phases. SJ&F 1-3 For this aspect of the project, we have joined with StanTech Engineering Company, to provide this important and critical service. StanTech has provided numerous investigation of this type in varying difficult soil conditions within the Dallas/Ft. Worth Area. Mr. Jack S. Haston, P.E. and Roy R. Grant, P.E. will be providing the engineering analysis and project management for StanTech on this project. Both are remarkably experienced with the soils we expect to encounter on this project and are highly qualified to provide innovative solutions to the pavement design for the City of Coppell on this project. We have enclosed resumes for both Mr. Haston and Mr. Grant in Section 3 of this submittal and a listing of StanTech's prior experience in Section 6.. Traffic Control and Construction Phasing Existing Wrangler Drive serves a developing light industrial/warehouse district and the Coppell Middle School West. Both the industrial district and the school generate relatively high peak traffic flows. For that reason, we propose a detailed construction phasing and traffic control plan be prepared with the construction plans for this project. We expect that it may be possible for the school traffic could be routed from Belt Line Road via Airline Drive and Enterprise Drive. This would minimize the peak school traffic through the project site during construction. If access to other businesses is available from the side streets, then the City may want to consider closing Wrangler Drive to through traffic during construction of this project. The benefits of no through traffic during construction would include a faster construction schedule, possibly lower construction cost, and minimize potential for construction related accidents. In order to fully evaluate the construction traff'~c sequencing and to l~rovide the traffic engineering services for the design and specification of the traffic signal at Airline Drive, we have enlisted the services of Mr. Tom Walton, P.E. Mr. Walton is the Director of traffic engineering for the City of PIano, and provides consulting services to several municipalities in the D/FW area. Mr. Walton designed the existing traffic signal installations along Denton Tap Road at Parkway Blvd., Sandy Lake Road and Bethal School Road. As such, he is very familiar with the City of Coppell traffic signal system along Belt Line Road and is the most qualified engineer to perform this service. We have included Mr. Walton' s resume' in Section 3 of this submittal. 'S,I&F 1-4 5 Drainage Considerations Drainage along Wrangler Drive is currently provided in the form of roadway ditches running parallel to the pavement. Since this area is a planned light industrial/warehouse development, proper drainage design is crucial. Our review of the available record drawings of existing roadway projects in the area shows that back in the mid-1980's, it was anticipated that 3- 6'x 3' box culverts were going to be required for the initial run of underground storm sewer in Wrangler Drive. Since that time, Airline Drive and Executive Drive have been constructed and a larger portion of the storm water runoff appears to be collected and routed in an underground system in Aidine Drive. We recommend the City's design engineer re-evaluate the drainage in the entire Park West Common Development area as it applies to the Wrangler Drive Project. Utility Coordination Our review of the available construction record drawings shows that not only does the City of Coppell have water and sewer lines in the Wrangle Drive right-of-way, but there is also gas lines and underground telephone lines. These, along with the requirement of extending the existing 12-inch water line at the west end of the project make the utility coordination effort an important and critical aspect of this project. Careful consideration will need to be employed when designing the storm drainage system in order to minimize conflicts with existing water and sewer lines. In addition, the project manager must to understand the need for complete coordination with other utility companies in the area. Shimek, Jacobs & Finklea understands this important aspect of the project and is prepared to concentrate our efforts on this portion of the project. S,I&F 1-5 Section 2 Commitment to Provide Resources to this Project Shimek, Jacobs & Finklea commits the necessary resources and expertise to successfully complete this project. For the past twenty-seven years the firm has provided services almost exclusively to municipalities and over 90% of our work has been from repeat clients. Repeat clients are a result of sound engineering practice which includes staffing the project, completing quality design work, meeting the clients schedule and staying within budgets for the scope of work. We have the unique long term experience to commit to municipal projects and successfully complete them. We have worked with many cities in conjunction with designing their roadways, drainage and utility improvements. If selected, we expect to meet any reasonable schedule set forth by the City without the need of additional staff. In the event the project schedule dictates additional staff, qualified personnel will be made part of the team. Hardware 8 - CAD Work Stations 7 - Engineering Stations 1 - Survey Station HP 500C DeskJet Printer Toshiba SX351 Printer Colorado Tape Back-Up System HP 500 DeskJet Printer HP 540 DeskJet Printer HP 650 C Plotter Net Solutions Network SHIMEK, JACOBS & FINKLEA AutoCAD ! Engineering Station Available Software AutoCAD Release 13 for Windows AutoCAD Release 12 for Windows AutoCAD LT. Cybemet HEC-1 and HEC-2 Lotus 1-2-3 Lotus Approach Microsoft Word 6.0 for Windows Pate Condition Model Pate Solutions/2 Wastewater Management Model Thysys Word Processing Stations Hardware 2 - Workstations HP LaserJet 4 HP LaserJet 4P Software Lotus 1-2-3 Lotus Approach Microsoft Word 6 for Windows Net Solutions Network SJ&F 2-1 Section 3 Qualifications Of Project Personnel and Resumes The design team that will be assigned to the Wrangler Drive Paving and Drainage Improvements are well experienced in the design of paving, drainage, utility improvements, geoteehnieal evaluation and traffic engineering. Gary C. Hendricks, P.E. will serve as the Project Manager. He is very familiar with Coppell since he served as Interim City Engineer for three months at the end of 1991. He has recently completed his assignment as the project manager for two paving and drainage improvements in Waxahachie, drainage and utility improvements in the City of Cedar Hill, and he is currently serving as project manager for both the Village Parkway Ground Storage and Pump Station Additions in Coppell. Joe R. Carter, P.E. will serve as the Project Engineer. He has been in charge of many paving, drainage improvement, and utility projects. He is currently designing the City of Irving - Dallas Supply Line No. 3 and the North Texas Municipal Water District - Russell Creek Interceptor Sewer. I. Carroll Finklea, P.E. will serve as the Quality Assurance Engineer. He has been involved in numerous paving and drainage improvements projects over his career. He is currently working to complete the design of service roads for the Dallas North Tollway Extension through Frisco. Jack S. Haston, P.E. of StanTech Engineering Company, will serve as the Geotechnical Engineer on the project. Jack is perhaps the metroplex's most qualified geotechnical engineer relative to design of pavements in heavy clay soils. His experience includes D/FW Airport's Pavement Management Program and Quality Control Testing for D/FW Freeport Pavements in Irving. George T. (Tom) Walton, P.E. will serve as the Traffic Engineer on this project. Tom is the Director of Traffic Engineering for the City of Plano and provides consulting engineering services to numerous municipalities in the area. He is the original design engineer for the traffm signal installation along Denton Tap Road through Coppell. Following is a schematic showing the proposed design team. Individual team member resumes follow the schematic. Sj&F 3-1 PROPOSED ORGANIZATION OF DESIGN FOR CITY OF COPPELL, TEXAS TEAM WRANGLER DRIVE PAVING & DRAINAGE IMPROVEMENTS From Belt Line Road to Freeport Parkway CITY OF COPPELL QUALITY CONTROL Shimek, Jacobs & Finklea I. C. Finklea, P.E. PROJECT MANAGER Shimek, Jacobs & Finklea Gary C. Hendricks, P.E., R.P.L.S. ASST. PROJECT MANAGER Shimek, Jacobs & Finklea Joe R. Carter, P.E. I ROADWAY DESIGN ENGINEERING Shimek, Jacobs & Finklea Joe R. Carter, P.E. STORM DRAINAGE DESIGN Shimek, Jacobs & Finklea Joe R. Carter, P.E. TRAFFIC CONTROL / CONSTRUCTION PHASING Shimek, Jacobs & Finklea and Tom Walton, P.E. I UTILITIES UTILITY COORDINATION Shimek, Jacobs & Finklea Gary C. Hendricks, P.E. DESIGN ENGINEERING Shimek, Jacobs & Finklea Gary C. Hendricks, P.E. I DESIGN SERVICES DESIGN AND CONSTRUCTION SURVEYING Shimek, Jacobs & Finklea GEOTECHNICAL StanTech Engineering Company Jack S. Haston, P.E. Roy R. Grant, P.E. SIGNALIZATION Tom Walton, P.E. LAND SURVEYING & PLATS Shimek, Jacobs & Finklea Gary C. Hendricks, P.E., R.P.L.S. SJ&F 3-2 RESUME Name: Position: Education: Registration: Professional: Experience: Gary C. Hendricks, P.E., R.P.L.S. [Project Managed Partner - Shimek, Jacobs & Finklea B.S. Civil Engineering, 1984 University of Texas at Arlington Professional Engineer Texas #65226 Professional Land Surveyor - Texas #5073 American Society of Civil Engineers American Consulting Engineers Council Texas Society of Professional Engineers Young Engineer of the Year (Dallas 1991) Chairman, NSPE MathCounts National Committee Director - Preston Trail Chapter Water Environment Association of Texas Mr. Hendricks has ten years of professional experience plus four years of technical/drafting experience in municipal engineering, all at Shimek, Jacobs & Finklea. He has been a partner with Shimek, Jacobs & Finklea for the past eight years. During this time, Gary has been the project manager and principal-in-charge of, as well as project design engineer for various types of municipal projects. As project manager, Mr. Hendricks has overseen and directed multi-discipline design teams which included outside consultants. His experience includes project management design, preparation of plans and specifications, and construction administration for water pump stations, wastewater lift stations, wastewater collection lines, water distribution and transmission lines, elevated storage and ground storage water facilities, drainage system improvements, paving improvements and airports. In addition, his experience includes system-wide master plan studies and reports on municipal water distribution systems and wastewater collection systems for many communities in the Dallas area. Mr. Hendricks was the engineer responsible for the design and construction administration for the recently completed paving and drainage improvements to the Ferris Road and Kirksey Street project in Waxahachie. He also performed the Route Alignment Studies for Parker Road Relocation and Legacy Drive Extension in the City of PIano. These studies include the determination of the final centerline alignment; preparation of right-of-way strip maps, plats and field notes; and preliminary design of storm drainage and channel improvements. Mr. Hendricks has designed paving and drainage improvements to Parkerville Road and Tidwell Street Extension projects in Cedar Hill. He has also completed the utility relocations for U.S. Highway 75, S.H. 289, F.M. 1171, and F.M. 1382. Mr. Hendricks also serves as the City Engineer for the City of Cedar Hill and the City of Waxahachie. This experience will prove very valuable in coordinating the various aspects of the work on this project. Mr. Hendricks had the opportunity to serve as Interim City Engineer for the City of Coppell in late 1991. In this capacity, he reviewed subdivision development plans and regulations, interacted with the City Manager's office, the Public Works Department, the Planning Department and the Water Utilities Department. Mr. Hendricks is very familiar with Coppell and many of the City staff. This should prove very valuable in coordinating the various aspects of the work on this project. XI&F 3-3 RESUME Name: Position: Education: Registration: Professional: Experience: Joe R. Carter, P.E. [Assistant Project Manager] Partner - Shimek, Jacobs & Finklea B.S. Civil Engineering (1983) Southern Methodist University Professional Engineer - Texas #64008 American Society of Civil Engineers Texas Society of Professional Engineers Consulting Engineers Council of Texas Joe is a partner with Shimek, Jacobs & Finklea and has been with the finn for the past 14 years. He is a 1983 graduate of Southern Methodist University and has worked on projects related to paving and drainage, hydraulics and hydrology and water and sewer. He is particularly experienced in performing drainage studies involving the HEC-I and HEC-II computer programs and has completed an analysis on a number of streams using the software. Most recently Joe has served as project manager on the $6,500,000 Parker Road Improvement Project which includes a six-lane divided urban thoroughfare from Jupiter Road to Los Rios Boulevard in PIano, Texas. The project also includes plans on a 600-foot bridge over Rowlett Creek and a 110-foot bridge over Brown Branch. The bridge improvements included a HEC-2 Analysis of Rowlett Creek in connection with sizing bridges, culverts and determining the erosion control improvements and the preparation of an application for a conditional letter of Map Revisions from the Federal Emergency Management Agency (FEMA). Joe has served as lead design engineer on a number of other projects including Keller Springs Road with a 500-foot bridge for the City of Dallas, Ridgeview Drive in PIano and paving and drainage and water and sewer improvements on a number of streets in Murphy, Texas. The Ridgeview Drive Project required a HEC-II analysis of Youngs Branch to size a 200-foot bridge. His experience also includes a HEC-2 analysis of Pittman creek in PIano, Texas. Joe has also served as design engineer and project manager on several major water and sewer projects for the North Texas Municipal Water District. Joe is a registered professional engineer and holds a Bachelors of Science Degree in Civil Engineering from Southern Methodist University. He is a member of the American Society of Civil Engineers, the National Society of Professional Engineers, and the American Consulting Engineers Council. SJ&F 3-4 RESUME Name: Position: Education: Registration: Professional: Experience: I. C. Finklea, P.E. Partner - Shimek, Jacobs & Finklea B.S. Civil Engineering (1948) University of Texas at Austin State of Texas (1953) #11748 [Quality Control] American Society of Civil Engineers - Past State Vice President & Past Dallas Branch President Texas Society of Professional Engineers - Past Dallas Chapter Director Dallas Engineer-of-Year, 1989 American Consulting Engineers Council Carroll Finklea is a founding partner in the firm of Shimek, Jacobs & Finklea, Consulting Engineers and is an experienced transportation engineer. During the summer of 1947 he worked for the Texas Highway department, District 18 Dallas Expressway Office until 1951 where he obtained valuable experience as a highway design engineer on the Central Expressway Project and the East-West Expressway Project. From 1951 to 1969 Carroll worked on highway, tollway and thoroughfare projects for Forrest & Cotton Consulting Engineers. During the 18 years with the firm he worked as project manager or design engineer on over 50 paving and drainage projects in the Dallas/Fort Worth Area. Included was the preparation of plans and specifications on seven traffic interchanges for the Dallas/Fort Worth Turnpike. Carroll was in charge of the Transportation Section for the firm from 1967 to 1969 and was design engineer on the D/FW Airport Project. For the past 24 years, as a partner with Shimek, Jacobs & Finklea he has designed and prepared plans on approximately 73 highway, thoroughfare, tollway, street and drainage projects. A partial listing of recent representative projects is as follows: M.H. 539 (Royal Lane), MacArthur Boulevard to Luna Road is the most recent TxDOT project Carroll has worked on. The $12 million project included a 4-lane divided roadway with major intersections at Las Colinas Boulevard, O'Connor Road and Luna Road. The project also included a 1500-foot long reinforced earth wall and an 1100-foot long bridge over the Elm Fork Trinity River. Carroll was project manager for a $15 million Dallas North Tollway project for the Texas Turnpike Authority. The project, which is under construction, extends from F.M. 544 to north of Windhaven Parkway. It includes six lanes divided with service roads and three prestressed beam bridges. Carroll was project manager and design engineer on the $4.0 million Spring Creek Parkway project for the City of PIano from S.H. 289 to the Dallas North Tollway. The project which is under construction, includes water and sewer improvements, a 6 - 10'x6' Concrete Box and a 345-foot prestressed beam bridge. Carroll managed the preparation of plans and specifications for paving and drainage improvements to Hillcrest Street, Lovers Lane to Southwestern Boulevard. Carroll is a registered professional engineer and holds a Bachelors of Science Degree in Civil Engineering from the University of Texas at Austin. He is a member of the American Society of Civil Engineers, the National Society of Professional Engineers and the American Consulting Engineers Council and was named Engineer of the Year in Dallas in 1990. SJ&F 3-5 RESUME Name: Position: Education: Registration: Professional: Experience: George T. (Tom) Walton, P.E. City of PIano, Transportation Engineer BSCE, University of Florida - Gainesville, Florida, 1970 MSCE University of Texas at Arlington - Arlington, Texas 1973 Registered Professional Engineer in Texas SN 39414 Fellow of Institute of Transportation Engineering Member ofNSPE, TSPE, Preston Trail Chapter, TSPE [Traffic Engineering] 7/74 to Present - Transportation Engineer, City of PIano, Texas. Responsible for: · Design and implementation of all traffic and engineering functions. · Development of a Traffic Control Department consisting of signal sign/making/construction divisions. Design and construction of all pedestrian and vehicular traffic control facilities. Coordinating road construction projects with Planning & Engineering Dept. Coordinating traffic control in all city road construction projects. Development of Transportation Engineering Dept. Reviewing all subdivision and development proposals. design, Providing Traffic Engineering input to Planning & Zoning Commission, City Council and City Traffic Commission. All staff input to traffic related legislation. City input to Regional Thoroughfare and Transportation Planning Activities of the North Central Texas Council of Governments. 5/72 to 7/74 · · - District Engineer, Oak Cliff Area, Dallas, Texas. Responsible for: Traffic control and citizen traffic complaints. Traffic studies to evaluate and design control devices and systems including accident analyses for pedestrian and vehicular traffic safety improvements. Design and implementation of traffic control system, marking and signal systems, including construction area traffic control. Supporting county and state highway departments. 9/70 to 5/72 - Traffic Engineer, City of Dallas, Texas. Responsible for: Roadway and pavement stripping design. · Review &paving plans, building permit plans, zoning plans and subdivision plans. · Supervising five (5) draftsmen. Consulting: 1977 to Present - Expert Witness. · Referral through Technical Advisory Service for Attorneys (TASA). Participated in over 75 cases working for both plaintiffs and defendants. Completed safety studies, reports and accident reconstruction and depositions concerning safety studies, reports and accident reconstruction and depositions concerning both pedestrian and vehicular traffic safety. 1983 to Present - Traffic Engineering Study and Design: Design of traffic signals, roadways, geometric layout for various cities, working through engineering and architectural firms. Traffic impact studies of schools, churches, hospitals and apartment developments. SJ&F 3-6 SHIMEK, JACOBS & FINKLEA AutoCAD Technician Resumes Shimek, Jacobs & Finklea has ten 486 AutoCAD Workstations manned with experienced technicians for the production of plans, right-of-way maps, plats and other documents. Three of these technicians, Richard J. Lowe, Wayne Hays and Gary A. Davis have been with the firm 23, 22 and 16 years respectively. Each of these technicians has played a leadership role in the firm's transition to AutoCAD drafting. Also, each has been involved in the preparation of plans for highway, urban thoroughfare, tollway and drainage projects. Richard J. Lowe attended the University of Texas at Arlington School of Engineering for 2 years and E1 Centro College and Mountain View College for 1-1/2 years. Recent completed roadway projects by Richard include the $12.0 million M.H. 539 (Royal Lane) Project, the $15.0 million Dallas North Tollway Project and State Highway 5, connecting with the S.H. 190 Project in South PIano. E. Wayne Hays is a 1966 graduate of Navarro Junior College and he has recently completed AutoCAD design and drafting on the $15.0 million Dallas North Tollway Project, F.M. 544 to north of Windhaven Parkway. Also, he completed the design and plans for the Jupiter Road Project, Spring Creek Parkway to Parker Road and the Spring Creek Parkway Project, Jupiter Road to Parker Road in PIano. Gary A. Davis is a graduate of the University of Texas at Arlington with a Bachelor of Arts Degree in Mathematics and has an Associate of Arts Degree from New Mexico Military Institute. Gary has recently completed the drawings for the construction phasing on the TxDOT $12.0 million M.H. 539 (Royal Lane) Project and the $15.0 million Dallas North Tollway Project. Also, he performed the AutoCAD work on TxDOT Projects, State Highway 5 Relocation near U.S. Highway 75 and Spring Creek Parkway and State Highway 5, 16th Street to Parker Road and Armstrong Drainage. Gary also assisted in the design and performed the AutoCAD work on the $400,000 Hillcrest Avenue Project for Town of University Park. Jeff L. York is a 1992 graduate of the Dallas County Community College District with an Associate Degree in Applied Arts & Science for AutoCAD Drafting & Technology. He has been with our firm for 10-years. He recently completed all the technical design and drafting for the $6,500,000 City of PIano - Parker Road Improvements Project. He also performed the AutoCAD work on the $513,000 City of Lancaster Paving & Drainage Improvements projects. Ken A. Burks has been with our firm for 10-years. He has vast experience in AutoCAD Drafting and recently completed the technical design and drafting for the $460,000 City of Waxahachie, Ferris/Kirksey Paving & Drainage Improvements project and the $305,000 - City of Waxahachie, Gingerbread Village Drainage Improvements project. S,J&F 3-7 Highlights: Education: Registration: Experience: Professional: Jack Haston, P.E. StanTech Engineering Co. President Mr. Haston has 24 years of engineering design experience covering a wide variety of topics in pavements, geotechnical engineering and construction materials engi- neering. His record shows progressive increases in responsibility from staff engi- neer to company president. During this time he has provided engineering for: nu- merous pavement evaluations and pavement designs for roads, streets and airfields; foundations for bridges, retaining walls, and other geotechnicai aspects of public and private facilities; and, construction quality control and quality assurance. In- novative designs by Mr. Haston include: high strength Portland cement concrete as a cost-saving alternative to normal-strength concrete pavements; lightweight- aggregate hot-mixed asphalt concrete pavements with superior friction and safety characteristics; and, specialized track pavement mix designs for resistance of abra- sive and pulling action of grand prix racers. BSCE 1972, University of Texas at Arlington 30 hours graduate credit, numerous short courses in civil engineering topics Professional Engineer in Texas, Oklahoma, Louisiana, Arkansas DFW Airport's pavement management program Engineering oversight of QC testing for DFW Freeport Pavements (Irving) FM 544 from Dallas Pkwy. to Preston Rd., PIano, with White Rock Creek Bridge Davis Street from Hampton Road to Westmoreland in Dallas Dallas-Fort Worth Turnpike Lightweight overlay designs Legacy Drive and Bridge over White Rock Ck. in PIano Grand Prix Pace Tracks, Dallas and Addison Airport pavements at numerous Texas and Oklahoma facilities City and County Roads, Streets and Bridges for: PIano, Texas Dallas, Texas Denton, Texas Euless, Texas Greenville, Texas Wichita Falls, Texas DeSoto, Texas Collin County, Texas TexDOT Irving, Texas Richardson, Texas CoHeyville, Texas Arlington, Texas MeKinney, Texas San Angelo, Texas Dallas Co., Texas Ellis County, Texas Texas Turnpike Authority Texas Society of Professional Engineers, Dallas Chapter Past President Texas Council of Engineering Laboratories, President American Society of Civil Engineers: National - Organizing member and news correspondent, chairman of Houston and Detroit specialty conferences of the Materials DMsion; Texas Section - two terms as Materials Group chairman; Dallas Branch - member of nominating and honors committees. American Arbitration Assn., Construction Claims Adv. Council, Panelist and Judge Editor of 1 book and author of 9 technical papers. Presenter/lecturer of over 100 topics in engineering. ~lespec .c:~fd\18\jshpv96.doc SJ&F 3-8 Roy R. Grant StanTech Engineering Co. Manager, Geotechnical Engineering Services Highlights: Mr. Grant has 25 years of engineering design experience covering a wide variety of topics in pavements, Geotechnical engineering and construction materials engineering. His record shows progressive increases in responsibility during 13 years with Eracon where he began as a Engineering Technician and ended as Field Services Manager, managing engineering projects. Most recently 1 year with StanTech Engineering Company as Cveotechnical Manager. During this time he has provided engineering for numerous pavement evaluations and pavement designs for roads, streets and airfields; retaining walls, and other C,-eotechrdcal aspects of public and private facilities; and, construction quality control and quality assurance. Education: University of Texas at Arlington, 90 Hours completed Registration & Certifications: Professional Engineer in Texas, NICET: Concrete and Soils at Level IV Experience: Engineering oversight of QC Testing for: Green Oaks Blvd. (Arlington) Highbank (Arlington) Ballpark at Arlington-Parking Areas Bowie High School (Arlington) Geotechnical Designs Waste Transfer Facility (Fort Worth ioint Reserve Facility) Seevers Road (Dallas) Richwood Drive (Dallas) Lomo Alto Drive (Dallas) Professional: Member, American Society of Civil Engineers Certified ASTM Monitoring Well Installation, Sampling and Development Certified Radiological Safety and Nuclear Gauge Operation Texas Society of Professional Engineers Society of American Military Engineers SJ&F 3~9 Section 4 Numerous awards, honors, and repeat business for clients in the North Texas area attest to Shimek, Jacobs & Finklea's professional reputation. However, the quality of our work on the City of Waxahachie, Ferris Street and Kirksey Road Paving Improvement Project is an excellent indicator of our ability to perform on this project. Qualifications of Firms and References Shimek, Jacobs & Finklea with a combined engineering experience of 250 years was rounded in Dallas, Texas in 1969 to provide consulting engineering services primarily to municipalities and other governmental agencies. Today the firm maintains its focus on small and medium size municipalities and other governmental agencies such as the City of Coppell. The firm's experience includes transportation, storm drainage, water resources, sewage and industrial wastes, flood control, special municipality studies and projects, and other areas of civil engineering. Its transportation engineering experience includes the design and construction management of highways, tollways, coordination of bridge improvements, thoroughfares, streets, storm drainage and related utility improvements and relocations. The ~rm's office is located in Dallas at the intersection of the North Dallas Tollway and Loop 12. Access to our clients in North Central Texas is direct via major highways. The Shimek, Jacobs & Finklea's staff includes seven registered professional engineers (3 of which are also Registered Professional Land Surveyors), two graduate engineers (E.I.T.), eight AutoCAD technicians, one part-time engineering student, three office support staff and two field surveyors. The firm's only office has been located in Dallas, Texas for the past 27 years. Our work for the Texas Department of Transportation on M.H. 539 (Royal Lane) and on F.M. 2499 represents the quality of services provided by Shimek, Jacobs & Finklea. In this section, we have included references from several clients for whom Shimek, Jacobs & Finklea has provided transportation engineering services. The firm was established to provide civil engineering services to municipalities, water and wastewater districts and other governmental agencies with the majority of the work for small and medium size municipalities. Our experience has been extensive in design of capital improvement projects for municipal governments. For the past 25 years the firm has provided a full scope of civil engineering services for the Cites of Cedar Hill, Dallas, DeSoto, Farmers Branch, Flower Mound, Hurst, Irving, Lewisville, PIano, Waxahachie, and for many other cities and towns in the North Central Texas area. We have also provided services to the North Texas Municipal Water District and the Brazos River Authority for design of water and wastewater facilities. Major SJ&F ,l-1 Professional Reputation of Consultant: paving design projects have been performed for the Texas Department of Transportation, the Texas Turnpike Authority, Dallas and Coilin Counties. During the past 25 years, the professional stature and reputation of Shimek, Jacobs & Finklea partners has been evident in many other ways. The partners have all maintained memberships in the American Society of Civil Engineers, National Society of Professional Engineers and American Consulting Engineers Council. Other professional organizations which partners have maintained memberships include Texas Society of Professional Surveyors, American Water Works Association, American Academy of Environmental Engineers, Water Environmental Association of Texas and Water Environmental Federation. In addition, partners have received awards and have served on numerous occasions as president, vice president, director or in other capacities in the various professional and technical societies. StanTech Engineering Company will provide Geotechnical Services on this project as our subconsultant. The resumes provided in Section 3 demonstrates the firm's qualifications. At the end of this section, we have provided a letter from StanTech showing their commitment and ability to provide geotechnical engineering on this project. Tom Walton, P.E. is scheduled to provide Traffic Engineering on this project. Tom is the Traffic Engineer for the City of PIano and provides consulting services to several municipalities in the area. His resume in Section 3 of this submittal, outlines his qualifications to complete this project. Partners in Shimek, Jacobs & Finklea have supported and participated in their professional and technical organizations during their engineering careers. Following is a list showing the participation by the firm's parmers which reflects on their reputation and character. Number of Organization Position Partners American Society of Civil Engineers (ASCE) ..........Member .........................................5 ASCE - Texas Section ...............................................Vice-President ............................... ASCE - Texas Section ...............................................Director .........................................2 ASCE - Dallas Branch ...............................................President .......................................2 TSPE - State ..............................................................Director .........................................1 TSPE - Dallas Chapter ...............................................Engineer of Year ...........................3 TSPE - Dallas Chapter ...............................................Young Engineer of Year ...............4 TSPE - Dallas Chapter ...............................................President .......................................4 TSPE - Preston Trails Chapter ...................................Director .........................................1 National Society of Professional Engineers ...............Member .........................................8 National Society of Professional Engineers ...............Director .........................................1 National Society of Professional Engineers ..............: National Committee Member .......1 American Consulting Engineers Council ..................Member .........................................8 S,J&F 4-2 Consulting Engineers Council of Texas ....................President .......................................1 Consulting Engineers Council of Texas ....................Director .........................................2 Texas Society of Professional Surveyors ..................Member .........................................1 American Water Works Association .........................National Committee Chairman .....1 American Water Works Association .........................Member .........................................2 American Academy of Environmental Engineers ..... Diplomate .....................................1 Water Environment Association of Texas .................President .......................................1 Water Environmental Federation ...............................National Director ..........................1 The participation in professional and technical organizations by Shimek, Jacobs Finklea Team Members is shown in the individual resumes. SJ&F References: You are urged to contact these references previous projects Mr. Tom Dingier, P.E. Director of Public Works City of Lewisville 1197 W. Main Street Lewisville, Texas 75067 (214) 219-3501 Mr. James W. Griffin, P.E. Deputy Director Texas Turnpike Authority P. O. Box 190369 Dallas, Texas 75219 (214) 522-6200 Mr. Jack D. Angel, P.E. Director of Public Works City of Irving P. O. Box 152288 Irving, Texas 75015-2288 (214) 721-2600 Mr. Gene R. Smallwood, P.E. Director of Public Works City of University Park 3800 University Blvd. University Park, Texas 75205 (214) 363-1644 Mr. Steve Gilbreath, P.E. Town Engineer Town of Flower Mound 2121 Cross Timbers Road Flower Mound, Texas 75028 (214) 539-6006 for an appraisal of our performance on Mr. Steven Bacchus Director of Public Services City of Lewisville Post Office Box 299002 Lewisville, Texas 75029-9002 (214) 219-3400 Mr. Edwin A. Smith, P.E. Chief Engineer, CIP City of PIano Post Office Box 860358 PIano, Texas 75086-0358 (214) 424-6531 Mr. Perry L. Harts, P.E. Director of Public Works City of Cedar Hill Post Office Box 96 Cedar Hill, Texas 75104 (214) 291-5100 Mr. Jeff Chambers Director of Public Works City of Waxahachie P. O. Box 757 Waxahachie, Texas 75165 (214) 937-7330 Mr. Ron W. Haynes, P.E. Director of Public Works City of Hurst 1505 Precinct Line Road Hurst, Texas 76054 (817) 281-6160 XI&F 4-3 Engineering Co. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 19 April 1996 Mr. Gary Hendricks, P .E. Shimek, Jacobs, & Finklea Consulting Engineers 8333 Douglas Avenue, Suite 820 Dallas, Texas 75225 Geotechnical Services Wrangler Dr. Coppell, Texas Dear Mr. Hendricks: It is our pleasure to submit this letter regarding the geotechnical services available ~'om StanTech Engineering Co for the referenced project. Based on the site plan and our discussions, this project is an approximate 5000-foot road requiring a subsurface investigation to determine the soil properties within the proposed right-of-way. Since most pavement distress occurs due to subgrade movement, the longevity of any roadway begins with an understanding of the geologic conditions for the site, and an appropriate geotechnical investigation and engineering recommendations. StanTech has provided numerous investigations of this type in varying difficult soil conditions within the D/FW area. Each project requires a unique approach to achieve a relatively stable subgrade. Sound engineering recommendations are made based on the specific soil types encountered. The area geologic maps indicate the soils within the area of the proposed road to be fat days. The possible presence of the fat clay soils makes the geotechnical study one of the more critical aspects of the design process due to the potential expansive nature of these soils. To reduce the possibility of detrimental stresses within the pavement section from the underlying soils, information regarding the subsurface soils, their quantities, and depths is necessary to provide engineering recommendations for modification and construction of the pavement subgrade and any subsurface utilities. To obtain that information, we recommend providing borings at an approximate 500-foot interval to a depth of 10 feet below the proposed final grade. This would allow us to map the subsurface conditions and provide the recommendations necessary for the subsequent design phases. 18 April 1996 Mr. Gary Hendricks, P.E. Shimek, lacobs, & FinIdea Consulting Engineers Page 2 StanTech Engineering Co. It is hoped this information will be of some assistance in the evaluation of StanTech Engineering Co. and our ability to provide reliable geotechnical services to you. If you have any questions or comments, please contact the undersigned at (214) 6314372. Sincerely, Roy R Grant, P .E., Manager RRG/rrg Attachments: Resume - Jack S. Haston, P.E., President Resume' - Roy P,, Grant, P.E., Manager Project List Section 5 Type Of Services Proposed The Wrangle Drive Paving and Drainage Improvements project requires several essential elements of design. These elements are summarized as follows: 11. 12. Obtain all related data including construction record drawings for existing developments around the project and any existing geotechnical information available. Confirm the site parameters with an on-site visit to discuss the project with City representatives. Perform necessary field surveying to tie in existing facilities and establish vertical and horizontal control data. Perform geotechnical investigations and engineering analysis Perform traffic study and analysis. Formulate recommendations for final roadway capacity and width. Prepare preliminary plans covering the following project elements: a) b) c) d) e) f) Submit Submit and Review preliminary design with Utility Companies. Prepare details and general notes in accordance with City staff directions. Prepare final plans, including: a) Construction Phasing and Traffic Control Plan b) Signalization of Airline Drive Perform any Boundary and Land Surveys required for the preparation of Right-of-way Documents. Prepare Plats and Field Note Descriptions for right-of-way and Easement acquisition as required by the project parameters. Preliminary Alignment and Grade Drainage Area Map Preliminary Storm Drainage System Preliminary Utility Plan for both Water and Sewer Extensions as required. Identify Potential Utility Conflicts Prepare Preliminary quantity take-off and Opinion of Probable Construction Cost. and Review preliminary design with City staff. XI&F 5-1 13. 14. 15. 16. 17. 18. 19. Prepare formulation of probable construction cost. Prepare specifications and bidding documents. Assist the City staff in bidding the project. Review the bids received and make recommendation on best bid so City can award project. Provide general administration during construction and review of shop drawings and any equipment submittals. Assist the City in securing a Quality Control and Materials Testing Lab during construction of the project. Conduct a final inspection of the completed project with City staff Upon completion of the project, provide a set of reproducible drawing revised to construction records. An estimated schedule for the design of this project is as follows: TIME TABLE AND SCHEDULE TASK DESCRIPTION Obtain City Related Data ConI'm Site Parameters Field Survey Geotechnical Evaluations Traffic Study and Analysis Preliminary Plans Review of Project with City Staff Utility Company Participation Details and General Notes Final Plans Formulation of Probable Construction Cost Boundary Surveys and Right-of-way Documents Preparation of Specifications & Bidding Documents Bid Project, Review Bids, Make Recommendations to City of Award of Contract II. [ 2 TIME IN MONTHS 34 5 [ 6 [ 7 If this design schedule can be met, and the necessary right-of-way can be acquired in a timely manner, then the City should expect to have Wrangler Drive complete in senAce by early spring, 1997, or possibly earlier. S,I&,F 5-2 Section 6 The quality and professionalism of both our design plans and completed roadway projects is demonstrated in the sample plans and photographs in Section 8. Recent Experience in Performing Similar Assignments Shimek, Jacobs & Finklea's staff of professional engineers and technicians have completed numerous urban thoroughfare projects in the North Central Texas area. A summary of selected projects similar to the Wrangler DriveProject are included in this section of our statement as well as detailed listing of our paving and drainage experience. Also in Section 8 of this submittal, we have included several project descriptions and photos which illustrate our recent experience with work relevant to the Wrangler Drive Project. M.H. 539 (Royal Lane): from MacArthur Boulevard to Luna Road, including 2- miles of Roadway Improvements, an 1100' Bridge over the Trinity River, a 120' Equestrian Center Canal Bridge and a 1300' long Proprietary Wall for the Texas Department of Transportation, District 18. F.M. 2499: 1.4 Miles South of F.M. 3040 to F.M. 1171 included two 38-foot roadways, 2.7 miles in length (Texas Department of Transportation and Town of Flower Mound). Also included was preparation of R.O.W. documents and acquisition of property. F.M. 2514 (Parker Road): from Jupiter Road to Los Rios Boulevard included two 33-foot roadway, 1.4 miles in length and including a 600-foot Bridge (City of PIano, Texas). Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. Spring Creek Parkway, Preston Road to Dallas North Tollway: included one 36-foot roadway, 2 miles in length and a 345-foot Bridge over White Rock Creek (City of Plano, Texas). Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. S,I& F 6-1 Keller Spring Road, Preston Road to Dallas North Tollway: included two 36- foot roadways, 4,000 feet in length and two 500-foot Bridges over White Rock Creek (City of Dallas, Texas). PIano Parkway Improvements, Preston Road to Dallas North Tollway: included two 24-foot roadway, 2 miles in length and a 220-foot Prestressed Beam Bridge over White Rock Creek (City of PIano, Texas). Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. F.M. 544, Preston Road to Dallas North Tollway: included two 24-foot wide roadways, 2.4 miles in length and a 200-foot Bridge over White Rock Creek designed by Texas Department of Transportation (City of Plano and TxDOT). Hillcrest Avenue, Lovers Lane to Southwestern: included reconstruction of 3500 feet of 40-foot wide roadway (City of University Park, Texas) Municipal Drive North, 16th Street to 18th Street: included 1450 feet of 33 feet wide roadway tying into two 33-foot roadways in Plano, Texas. Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. Municipal Drive South, Capital Avenue to 14th Street: included 2600 feet of 33-foot wide roadway tying into two 33-foot roadways. Also railroad realignment to reduce the number of track crossing the roadway and rehabilitating several existing railroad crossing in Plano, Texas. Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. 13th/14th Street Couplet, Central Expressway to G Avenue: included 1460 feet of a single 36-foot wide and two 22-foot wide roadway (City of PIano, Texas). Also included R.O.W. strip maps, R.O.W. plats and field note descriptions. S.I&F 6-2 Year 1969 1970 1970 1970 1970 1971 1972 1972 1973 1973 1974 1974 1974 1974 STREET, THOROUGHFARE, HIGHWAY AND TOLLWAY PROJECTS Completed By Shimek, Jacobs & Finklea Project Description CITY OF GRAND PRAIRIE, TEXAS Traffic studies for improvements to intersections under the Texas Highway Department TOPICS Program CITY OF GRAND PRAIRIE, TEXAS Preparation of plans and specifications for paving and drainage improvements on East 8th Street under TOPICS Program CITY OF DALLAS, TEXAS Design and preparation of plans for the construction of paving and drainage improvements on Henderson Street CITY OF IRVING, TEXAS Traffic studies and report for improvements to intersections under the Texas Highway Department TOPICS Program CITY OF GRAND PRAIRIE, TEXAS Preliminary design and preparation of a report on traffic interchange on East 18th Street crossing U. S. Highway 80, Jefferson Boulevard, and the Texas & Pacific Railroad CITY OF DALLAS, TEXAS Design and preparation of construction plans on paving & drainage improvements on 7th and Davis Streets COUNTY OF DALLAS, TEXAS Design and preparation of construction plans on paving & drainage improvements on Plano Road, Forest Lane to Arapaho Road CITY OF DALLAS, TEXAS Design Manuals for Paving and Drainage Improvements - Department of Public Works, City of Dallas, Texas CITY OF GREENVILLE, TEXAS Preparation of plans and specifications for Street Improvements in West Greenville and Southwest Greenville CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and drainage improvements on Jupiter Road, 15th Street, 18th Street, Avenue N and Parker Road, City of PIano, Texas CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on 19th Street and Avenue G CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for paving and drainage improvements on Jefferson Street, Fifth Street, Jackson Street, East University Drive and Highland Drive, City of Waxahachie, Texas CITY OF WAXAHACHIE, TEXAS Preparation of intersection layouts and traffic control plan for intersection of Marvin, Brown and College Streets; study and recommendations for intersection of Kirhsey and Dunn CITY OF PLANO, TEXAS Preparation of plans and specifications for signals at the intersection of Park Boulevard and Avenue K Construction Cost $ 60,000 350,000 1,725,000 80,000 80,000 500,000 800,000 SJ&F 6-3 I STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year Project Description 1974 CITY OF PLANO, TEXAS Preparation of plans and specifications for paving on 16th SWeet, L Avenue, H Avenue and 22nd SWeet 1975 1975 1976 1976 1976 1977 1977 1977 1977 1977 1977 1977 1977 1977 CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on 16th SWeet, Avenue F, Avenue L and Avenue H, and 22nd Street CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on Dallas North Parkway and Armswong Parkway CITY OF PLANO, Preparation of plans Bridge over Pittman TEXAS and specifications for paving and drainage improvements on F.M. 544 and Creek CITY OF PLANO, TEXAS Preparation of plans and specifications for left turn lanes on F.M. 544 to Vines High School CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on F.M. Highway 544 from Westwood Drive to Independence Parkway CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on 18th Street, Avenue M, Avenue N and 16th Place CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on Parker Road, Independence Parkway to Preston Road UNIROYAL, INC., LAREDO, TEXAS Rehabilitated pavement and related test facility improvements, Uniroyal Tire Test Track COLLINS, INTL., DIVISION OF ROCKWELL, INTL. Preparation of plans and specifications for Access Roads to three Sites in Iran CITY OF DALLAS, TEXAS Paving and Drainage Improvements on Federal Street, St. Paul Street, Oliver SWeet CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on G Avenue, 12th SWeet, 12th Place and Avenue I CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on Dallas Parkway, Independence Parkway to Coit Road CITY OF PLANO, TEXAS Study and recommendations on access to Highway Department ramp at Parker Road and U.S 75 CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on 15th Street, U.S. Highway 75 to G Avenue Construction Cost 276,000 650,000 1,200,000 50,000 1,312,279 516,093 305,880 1,500,000 2,231,768 93,000 374,000 508,000 350,000 Sd&F 6-4 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year 1977 1977 1978 1978 1978 1978 1978 1978 1978 1979 1979 1979 1979 1980 Project Description CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Parker Road, Avenue K to Barron School CITY OF PARIS, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Blake Road, Fitzhugh Avenue to 20th Sweet DALLAS COUNTY Paving and Drainage Improvements on Campbell Road, Custer Road to Coit Road CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage improvements on Dallas North Parkway, Coit Road to Preston Road CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving Boulevard, Independence Parkway to Colt Road and Drainage Improvements on Park CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Park Boulevard, Alma Road to U.S. 75 and Alma Road, 16th SWeet to Park Blvd. CITY OF RICHARDSON, TEXAS Preparation of plans and specifications for Nantucket from Campbell Road to Old Campbell Road CITY OF RICHARDSON, TEXAS Preparation of plans and specifications for construction of Arapaho Road, PIano Road to Jupiter Road CITY OF DALLAS, TEXAS Plans and specifications for Paving and Drainage Improvements, Dallas Love Field South Patrol Road CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on 16th SWeet, Avenue L to Avenue K TEXAS DEPARTMENT OF HIGHWAYS & PUBLIC TRANSPORTATION Preparation of plans and specifications for Paving and Drainage Improvements in Seagoville on Malloy Bridge Road, M.H. 359 CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Los Rios Boulevard, Park Boulevard, Merriman Drive and San Gabriel Drive CITY OF PLANO, TEXAS Preparation of plans and specifications for Southwestern Avenue, H Place and Industrial Avenue CITY OF RICHARDSON, TEXAS Preparation of plans and specifications for paving and drainage plans on Shiloh Road, South City Limits to North City Limits Construction Cost 712,000 413,000 2,000,000 1,955,000 2,567,000 372,000 80,000 1,500,000 562,000 257,000 810,000 1,861,000 188,200 1,800,000 S,I&F 6-5 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year 1980 1980 1980 1980 1980 1980 1980 1980 1980 1981 1981 1982 1982 1983 Project Description CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Custer Road, F.M. 544 to Park Boulevard CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Custer Road, Park Boulevard to Cross Bend Road CITY OF PLANO, TEXAS Preparation of plans and specifications for Shiloh Road South City Limits to PIano Parkway CITY OF DALLAS, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Forest Lane, Greenville Avenue to Meadowknoll Road STILES LAND CORPORATION Preparation of plans and specifications for paving north 34-foot lane of Park Boulevard, Coil Road to Marlborough, PIano, Texas CITY OF PLANO, TEXAS Preparation of plans and specifications for widening Alma Road from F.M. 544 to PIano Parkway ASHMONT DEVELOPMENT COMPANY Plans and administration of construction of paving south 25-foot lane of Park Boulevard, Coit Road to Woodbum Comers CITY OF PLANO, TEXAS Preparation of plans and specifications for Custer Road - Cross Bend Road to Spring Creek Parkway, and Thunderbird Lane CITY OF PLANO, TEXAS Preparation of plans and specifications for PIano Parkway from Preston Road to Dallas Parkway TEXAS POWER & LIGHT COMPANY Design and preparation of plans for access road at Lancaster District Service Center CITY OF PLANO, TEXAS Preparation of plans and specifications for F.M. Highway 544 - Preston Road to west of Dallas Parkway CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications and administration of construction for paving and drainage improvements on East Main Street between Kaufman Street and Getzendaner Avenue CITY OF PLANO, TEXAS Preparation of plans and specifications for North Lane of Park Boulevard, Alma Drive to Custer Road CITY OF PLANO, TEXAS Preparation of plans and thoroughfare intersections specifications for Widening Improvements at certain major Construction Cost 1,010,000 3,636,000 1,400,000 395,000 340,000 162,000 1,055,000 1,560,000 4,993,000 212,300 590,000 &I&F 6-6 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year 1983 1983 1983 1984 1984 1984 1984 1984 1984 1984 1985 1985 1985 1985 Project Description CITY OF MURPHY, TEXAS Preparation of plans & specifications for paving, drainage and water improvements to Willow Wood Street DALLAS NORTH TOLLWAY EXTENSION For 2.8 miles from Dallas County-Collin County Line to F.M. 544 in PIano, Texas CITY OF DALLAS, TEXAS Preliminary study and mapping of Parking Area at Fair Park bounded by Pennsylvania Avenue, Fitzhugh Avenue Second Avenue and Gaisford Street CITY OF PLANO, TEXAS Preparation of plans and specifications for Grade Adjustments on PIano Parkway at St. Louis Southwestern and Southern Pacific Railroads STATE DEPARTMENT OF HIGHWAYS & PUBLIC TRANSPORTATION Environmental study and preparation of plans & specifications, and construction administration for paving and drainage improvements on State Highway No. 5, 18th SWeet to Park Boulevard CITY OF PLANO, TEXAS Preparation of plans and specifications for paving and drainage improvements on F.M. 544, Ridgewood Drive to Los Rios Boulevard CITY OF PLANO, TEXAS Preparation of plans and specifications, and construction administration for paving and drainage improvements on Ohio Drive, PIano Parkway to south City limits ROSEWOOD PROPERTIES Preparation of plans and specifications for paving, grading, drainage, water and sewer improvements on Tract "D" at PIano Parkway and Central Expressway in PIano, Texas CITY OF PLANO, TEXAS Preparation of plans and specification for paving and drainage improvements on State Highway No. 5 Relocation and Spring Creek Parkway, Spring Creek Parkway to Brown Branch CITY OF GARLAND, TEXAS Preparation of plans for reconstruction of Shiloh Road from Blackbom Road to North City Limits CITY OF DALLAS, TEXAS Preparation of plans and specifications for paving, drainage and bridge improvements on Keller Springs Road, State Highway 289 to Dallas North Tollway CITY OF PLANO, TEXAS Preparation of plans and specifications for paving improvements to widen F.M. 544 from 2 - 24' Roadway to 2 ~ 33' Roadway, Coit Road to Westwood Drive and from Westwood Drive to Woodbum Corners STATE DEPARTMENT OF HIGHWAYS & PUBLIC TRANSPORTATION Environmental study and preparation of plans and specifications for Paving and Drainage and Bridge Improvements on M.H. 539 (Royal Lane) from MacArthur Boulevard to Luna Road CITY OF PLANO, TEXAS Preparation and Layout of proposed Intersection F.M. 544 and PIano Parkway East Construction Cost 151,000 4,000,000 260,000 1,000,000 2,800,000 175,000 1,200,000 1,000,000 320,000 2,951,000 1,780,000 12,000,000 Sd&F 6-7 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Coni'd) Year 1985 1985 1985 1985 1986 1986 1986 1986 1986 1987 1987 1987 1987 1987 1988 Project Description TEXAS STADIUM CORPORATION Investigation of Damages to Texas Stadium Parking Lot and recommendations for Remedial Improvements CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements to Wyatt Street CITY OF PLANO, TEXAS Preparation of plans & specifications for Alley Construction in the Wyatt North Addition utilizing H.U.D. financing CITY OF PLANO, TEXAS Preparation of plans and specifications for Alley Reconstruction in the Dallas Estates No. 3 and No. 5 Additions CITY OF PLANO, TEXAS Preparation of plans and specifications for Jupiter Road, Parker Road to Spring Creek Parkway CITY OF MURPHY, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements to Skyline Drive CITY OF PLANO, TEXAS Preparation of plans and specifications for Spring Creek Parkway, Jupiter Road to Parker Road COLLIN COUNTY, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Coilin County Road 94 CITY OF PLANO, TEXAS Engineering Services in connection with alignment study for Legacy Road between U.S. Highway 75 and Parker Road COLLIN COUNTY Preparation of Right-of-Way Exhibits, plans and specifications for Paving and Drainage Improvements for the Intersection of F.M. 544 with F.M. 2551 CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on East Main Street from Getzendaner Drive to Graham Street CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Solon Road Improvements DALLAS COUNTY, TEXAS Preparation of plans and specifications for paving and drainage improvements on Royal Lane from I.H. 35 to Luna Road COLLIN COUNTY, TEXAS Preparation of plans and specifications for paving and drainage improvements on Coilin County Road 95 CITY OF DESOTO, TEXAS Preparation of plans and specifications for Paving Improvements to The Meadows Parkway Construction Cost 310,000 175,000 135,000 1,270,000 256,000 2,358,000 460,000 700,000 224,000 1,110,000 2,353,000 326,000 45,000 SJ&F 6-8 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year 1988 1988 1988 1988 1988 1988 1988 1989 1990 Project DescriptiOn Construction Cost CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving, Drainage and Bridge plans for Ridgeview Drive 570,000 CITY OF PLANO, TEXAS Preparation of plans and specifications for Paving, Drainage, Bridge and Water, and Sewer Improvements on Spring Creek Parkway - Preston Road to Dallas Parkway 6,000,000 CITY OF CEDAR HILL, TEXAS Preparation of plans and specifications for Paving, Drainage and Water Line Improvements on Parkerville Road and Somerset Drive 450,000 CITY OF PLANO, TEXAS Preparation of plans and specifications installing a water line in Ridgetop Lane and construction administration for paving and 185,000 CITY OF CEDAR HILL, TEXAS Preparation of plans and specifications for construction of the Tidwell SWeet Extension and Parkerville Road 359,000 COLLIN COUNTY, TEXAS Preparation of Right-of-Way Descriptions for County Road 94 CITY OF PLANO, TEXAS Preparation of a Rideability Specifications for Concrete Pavements CITY OF PLANO, TEXAS Preparation of plans and specifications for ingress - egress roads at the White Rock, Spring Creek and Indian Hills Lift Stations, Screening Wall at White Rock Lif~ Station and Emergency Generator foundation leveling at Stadium Pump Station 120,000 CITY OF PLANO, TEXAS Preparation of plans and specifications, and administration of construction for paving and drainage improvements on State Highway 5, from S.H. 190 to Capital Avenue 1,800,000 1990 1990 1990 1990 1990 CITY OF PLANO, TEXAS Preparation of plans and specifications and administration of construction for paving, drainage and landscape, including improvements on State Highway 5, from 18th to Park Boulevard. CITY OF PLANO, TEXAS Preparation of plans and specifications for widening State Highway No. 5 from Park Boulevard to Parker Road. Landscaping the project included Irrigation and water and sewer improvements CITY OF PLANO, TEXAS Preparation of plans and specifications for the 14th Street Overlay from Avenue K to Ridgewood Drive CITY OF PLANO, TEXAS Preparation of plans and specifications for Improvements to Westside Service Center including Loop Roads, Drainage and Channel Improvements, Materials Handling Bins, Fuel Depot and Water and Sewer Improvements CITY OF PLANO, TEXAS Preparation of plans and specifications for Municipal Drive North from 16th Street to Avenue K adjacent to Municipal Complex 3,600,000 500,000 1,500,000 700,000 6-9 STREET, THOROUGHFARE, HIGHWAYS & TOLLWAY PROJECTS (Cont'd) Year 1990 1990 1990 1990 1990 1990 1990 1991 1991 1991 1991 1992 1992 1992 Project Description CITY OF PLANO, TEXAS Preparation of plans and specifications for Municipal Drive South from Capital Avenue to 14th Street including concrete railroad crossing CITY OF PLANO, TEXAS Engineering Services in connection with Parker Road Alignment Studies and preparation of preliminary grades and right-of-way requirements TEXAS TURNPIKE AUTHORITY Preparation of plans and specifications for Section IX - Dallas North Tollway Extension, Phase 2 CITY OF MURPHY, TEXAS Preparation of plans and specifications for Ridgeview Drive, Ridgeview Court, Daniel Drive and Poindexter Drive TOWN OF FLOWER MOUND, TEXAS Preparation of preliminary plan for F.M. 1171 from Garden Ridge to F.M. 2499 including Right-of-Way Acquisition McILYAR ENGINEERING COMPANY Preparation of preliminary plans for Paving and Drainage Improvements at the intersection of Preston Road with University Drive and the intersection of Hillcrest Avenue with Lovers Lane CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on College Street from U.S. 77 to F.M. 877; Connecting street between Rogers and College Streets; Drainage Improvements on Marvin and College Streets and Channel Improvements in Spring Creek Farms Addition DALLAS COUNTY UTILITY & RECLAMATION DISTRICT Paving, Drainage and Bridge Improvements on Royal Lane including Royal Lane Bridge over Equestrian Center Canal and Miscellaneous Drainage Improvements LAS COLINAS CORPORATION Paving and Drainage Improvements including Las Colinas Boulevard and Royal Lane Intersection and 3 - 9'x6' Box Culvert McILYAR ENGINEERING COMPANY Paving and Drainage Improvements on Hillcrest Avenue, Boulevard for City of University Park, Texas Lovers Lane to Southwestern CITY OF MURPHY, TEXAS Preparation of plans, specifications and administration of construction for Ridgeview Drive, Ridgeview curt, Daniel Drive and Poindexter Drive CITY OF MURPHY, TEXAS Preparation of plans and specifications for Paving and Drainage Improvements on Starlight Drive, Sunset Drive and Moonlight Drive CITY OF PLANO, TEXAS Preparation of plans and specifications for the realignment of Southern Pacific Railroad from east of Avenue L to west of Avenue K, north of Piano Parkway including signalization CITY OF PLANO, TEXAS Preparation of plans and specifications for Rehabilitation of Railroad Crossings at 14th Street west of Avenue K, Jupiter Road south of 14th and 18th Street west of Avenue K Construction Cost 1,400,000 15,000,000 700,000 400,000 225,000 410,000 $350,000 700,000 706,000 904,000 724,000 253,000 SJ& F 6-10 STREET, THOROUGHFARE, HIGHWAYS & TOLL WAY PROJECTS (Cont'd) Year 1992 1993 1993 1993 1993 1993 1994 1994 1995 Project Description CITY OF MURPHY, TEXAS'" Preparation of plans and specifications for Maxwell Creek Road Paving Improvements CITY OF PLANO, TEXAS Preparation of plans and specifications for 13th Street/14th SWeet Couplet, from U.S. 75 to F.M. 544 and Avenue G HMAC Overlay FLOWER MOUND, TEXAS Preparation of right-of-way plats and description, F.M. Highway 2499 CITY OF DALLAS, TEXAS Preparation of plans and specifications for Schafer Street Improvements XIT PAVING, INC./TxDOT Partnering Facilitator - State Highway 5 ProjectYCollin County CITY OF PLANO, TEXAS Preparation of plans and specifications for Parker Road ETCO, INC./TxDOT Partnering Facilitator - State Highway 6 project, McClendon County CITY OF WAXAHACHIE, TEXAS Preparation of plans, specifications and contract administration for paving and drainage improvements to Kirksoy Street and Ferris Road CITY OF LANCASTER, TEXAS Preparation of plans, specifications and contract administration for various street and drainage projects on the City's C.I.P. Construction Cost 206,000 1,223,000 5,000,000 125,000 6,650,000 460,000 513,000 SJ&F 6-11 STORM DRAINAGE PROJECTS Completed By Shimek, Jacobs & Finklea Year 1970 1970 1972 1972 1973 1974 1974 1974 1974 1974 1976 1976 1977 1978 Project Description CITY OF GRAND PRAIRIE, TEXAS Design and preparation of plans and specifications improvements in Phillips Park Addition for the construction of drainage CITY OF RICHARDSON, TEXAS Preliminary study and preparation of storm drainage report on Duck Creek CITY OF DALLAS, TEXAS Design Manual for Storm Drainage Facilities, Department of Public Works, City of Dallas FLOWER MOUND MUNICIPAL UTILITY DISTRICT Flood Analysis of Upper Portions of Timber Creek in Denton County, Texas CITY OF DALLAS, TEXAS Storm Drainage Improvements on Sugar Mill Road and Planter Glen Drive CITY OF DALLAS, TEXAS Drainage Improvements on Harvest Hill, City of Dallas IRVING FLOOD CONTROL DISTRICT Flood Control Improvements to protect 700 Acre Industrial Tract in East Irving UPPER ELM FORK IMPROVEMENT ASSOCIATION Preparation of a flood protection plan for areas along the Upper Elm Fork of the Trinity River in the vicinity of Carrollton and Farmers Branch LESTER L. LOGUE Flood Plain Study on White Rock Creek south of 1-635 including Computer Application for calculating water surface profile TRAMMEL CROW COMPANY Preliminary plan and feasibility study to provide flood protection for an area between North Lake and the Elm Fork of the Trinity River, south of Belt Line Road CITY OF PLANO, TEXAS Analysis of existing storm drainage system in Ports O~Call Subdivision CITY OF RICHARDSON, TEXAS Preparation of plans and specifications for Rowlett Creek Channelization across Toler Property to St. Louis Railroad CITY OF PLANO, TEXAS Preparation of plans and specifications for Storm Drainage on Custer Road from Stone Creek Drive to Cross Bend, together with line across Hunt Properties Tract CITY OF SHERMAN, TEXAS Drainage Plan for Spring Creek Area in East Sherman Construction Cost $ 105,000 73,000 75,000 1,850,000 450,000 SJ&F 6-12 STORM DRAINAGE PROJECTS (Cont'd) Year 1978 1978 1979 1979 1980 1980 1981 1981 1981 1981 1982 1982 1982 1982 1983 Project Description CITY OF PLANO, TEXAS Storm Drainage Design Manual and Standard Details CITY OF RICHARDSON, TEXAS Preparation of plans and specifications for improvement to Duck Creek Channel HUNT PROPERTIES Study to fix location of Prairie Creek through Hunt Properties Tract CITY OF MURPHY, TEXAS Storm Drainage Plan for northeast section of Skyline Addition to Starlight Drive and Northstar Drive CITY OF PLANO, TEXAS Drainage Study of Mead Tract at northeast comer of Coit Road and PIano Parkway CITY OF PLANO, TEXAS: Drainage study and plans and specifications for Pinehurst Drainage Improvements on Pittman Creek between Independence Parkway and Round Rock Trail MATKIN COMPANY Drainage study and report on improvements required for optimum development of tract of land north of Highway 183 and east of Valley View Lane LONGVIEW, TEXAS Preparation of plans and specifications for construction of Wildwood Lake Spillway and Intake Structure CITY OF PLANO, TEXAS Preparation of plans and specifications for channel improvements across the West Side Service Center site CITY OF PLANO, TEXAS Preparation of plans and specifications and administration of construction of Prairie Creek Storm Drainage Channel - F.M. 544 to Summer Park Apartments TEXAS POWER & LIGHT COMPANY Design and preparation of plans for drainage improvements at the Killeen District Office CAMPBELL COMPANY Determination of approximate flood level on creek, size of drainage structure and preparation of letter report CITY OF PLANO, TEXAS Preparation of plans and specifications for Independence Parkway to Roundrock Trail drainage improvements on Pittman Creek - CITY OF MURPHY, TEXAS Review of flood conditions along creeks in Murphy to administer the Flood Control Ordinance ROSEWOOD PROPERTIES Drainage Studies using HEC-2 Computer Modeling on Copper Creek, Parker Road to Country Place, PIano, Texas ] Construction Cost 180,000 140,000 355,000 200,000 210,000 800,000 SJ& F 6-13 STORM DRAINAGE PROJECTS (Cont'd) Year 1983 1983 1983 1983 1983 1983 1983 1984 1984 1984 1984 1984 1984 1985 1985 Project Description ROSEWOOD PROPERTIES Drainage Studies using HEC-2 Computer Modeling on Pittman Creek and Spring Creek, Plano Parkway to St. Louis-Southwestern Railroad, PIano, Texas CITY OF PLANO, TEXAS Drainage Studies using HEC-2 Computer Modeling on Pittman Creek, Independence Parkway to Roundrock Trail, Plano, Texas CITY OF MURPHY, TEXAS Drainage Study in the Skyline Acres Addition CITY OF MURPHY, TEXAS Drainage Study along tributary of Maxwell Creek parallel to Bunny Run Road CITY OF ALLEN, TEXAS Preparation of plans and specifications for Bank Cottonwood Creek Sewer Crossing Protection of Rowlett Creek near the CITY OF PLANO, TEXAS Drainage Studies utilizing HEC-2 modeling on Stream 5B13 and preparation of submittal data to FEMA ROSEWOOD PROPERTIES, INC. Site Grading and Drainage Study in McGuire Tract located on Preston Road north of F.M. 544 CITY OF PLANO, TEXAS Preparation of plans and specifications for Erosion Control Improvements in North Branch of Pittman Creek north of Teakwood Lane CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Various Drainage Improvements in Southeast Waxahachie ROSEWOOD PROPERTIES, INC. Preliminary plans for Grading and Channel Improvements on a tract in northeast comer of Miller Road and Shiloh Road in Garland, Texas CITY OF DESOTO, TEXAS Preparation of plans and specifications for the Gilbert Avenue Retaining Wall CITY OF PLANO, TEXAS Preparation of plans and specifications for Erosion Control on Copper Creek through Ports O'Call and Copper Creek Addition CITY OF PLANO, TEXAS Drainage studies related to FEMA Letter of Map Amendment for Stream 5B21 and 5B23 TEXAS TURNPIKE AUTHORITY Preparation of plans and specifications for Gabion Improvements for Erosion Control at Hall Branch CITY OF CEDAR HILL, TEXAS Preparation of plans and specifications for Drainage Improvements across Brashear Property Construction Cost 109,000 50,000 202,000 32,000 80,000 34,000 &I& F 6-14 STORM DRAINAGE PROJECTS (Cont'd) Year 1985 1985 1985 1985 1985 1986 1986 1986 1987 1988 1988 1989 1990 1990 1990 Project Description CITY OF DESOTO, TEXAS Investigation of drainage defects in the vicinity of Westlake and Maple CITY OF DESOTO, TEXAS Investigation of Various Drainage Defects and Preliminary Design of improvements required at a number of locations throughout the City CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Drainage Improvements for Cynisca Street, Virginia Avenue, Kirven, Floyd, and Ferris CITY OF PLANO, TEXAS Preparation of plans and specifications for Retaining Wall Improvements on Stream 2D8 at 3316 Rockbrook CITY OF CEDAR HILL, TEXAS Preparation of preliminary drainage plans across Harris tract CITY OF PLANO, TEXAS Preparation of plans and specifications for Drainage Facilities in Stream 5B13 at the Parkway Service Center. Project included HEC-2 Analysis. CITY OF PLANO, TEXAS HEC-2 Study of Channel and Bridge Improvements on Pittman Creek at Parkhaven Lane and Round Rock Trail CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Drainage Improvements for Dunn Street at Marvin Avenue to Ross Street at Fen'is Avenue CITY OF RICHARDSON, TEXAS Preparation of Storm Drainage Manual CITY OF DESOTO, TEXAS Preparation of Storm Drainage Manual CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for Highland Avenue, Second Sweet and Flat Street Drainage Improvements CITY OF MURPHY, TEXAS ' Preparation of Willow Wood Ranch Drainage Study along North Maxwell Creek Road CITY OF CEDAR HILL, TEXAS Preparation of preliminary flood analysis of Red Oak Creek and grading plan for construction of Vehicle Storage Building at Service Center CITY OF MURPHY, TEXAS Preparation of plans and specifications for the Willow Wood Addition and Sunset Drive Drainage Improvements CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for replacement of the Monroe Street culvert at the Southern Pacific Railroad Construction Cost 1,171,000 90,000 1,050,000 287,000 695,000 35,000 47,000 S,I&F 6-15 STORM DRAINAGE PROJECTS (Cont'd) Year 1991 1991 1992 1993 1993 1993 1993 1993 1993 1994 1994 Project Description CITY OF WAXAHACHIE, TEXAS Preparation of plans and specifications for College Street Drainage Improvements CITY OF PLANO, TEXAS HEC-2 Drainage Study and preparation of plans and specifications for Armstrong Drainage Outfall and Channel Improvements including revisions to Avenue K plans CITY OF PLANO, TEXAS Preparation of plans and specifications for Culvert Improvements at Roanoke Drive and Channel Improvements to Willow Creek. Project included HEC-2 Analysis of Tributary to Rowlett Creek. CITY OF CEDAR HILL Services in connection with Vasicek Drainage Dispute - Kingswood Addition, City of Cedar Hill. Project included HEC-2 Analysis. CREEKSIDE HOMEOWNER ASSOCIATION, INC./CITY OF DALLAS/WHITE ROCK CREEK Review of existing and proposed HEC-2 Study for accuracy and completeness in vicinity of Creekside Addition MclLYAR ENGINEERING CO./TOWN OF HIGHLAND PARK/TURTLE CREEK Investigation of Flood Conditions on Carl Sewell Property. HEC-2 Analysis to determine impact of property improvement. CITY OF PLANO, TEXAS Preparation of Construction Plans for the 13th Street/14th Street Storm Sewer Extension CITY OF PLANO, TEXAS HEC-2 Study of Rowlett Creek at Parker Road including FEMA formulation of a selection clearing and maintenance program. improvements to Rowlett Creek Map Amendment and Project include channel CITY OF WAXAHACHIE, TEXAS Preparation of plans, specifications and contract administration for the Gingerbread Village Drainage Improvements NORTH TEXAS MUNICIPAL WATER DISTRICT HEC-2 Study of White Rock Creek to determine impact of Lift Station Construction in Flood Plain CITY OF CEDAR HILL, TEXAS Preparation of plans, specifications Drainage Improvements and construction administration for the Clark Road Construction cost 170,000 1,214,000 47,000 305,000 140,000 SJ&F 6-16 84/18/1998 14:58 2146314388 STANTECH ENGINEERING PAGE 08 SELECTED RECENT PROJECT EXPERIENCE Geetechnical Engineering Pinto. Ridge Apartrnents. Austin. Tens: 'StanTech provided complete geotechnlcal and foundation inspection slnwices for this 18 buftding (810 residences) apal huent complex in east Austin. StanToch 'enginw~ and ~chnldans spent two days 8atherln$ kneormatlon, conducting level surveys, and taklns photoFapbs. Separsxe foundation remedLUion and repair recommendations were prepared for each buildinS and the olympi~siT_e swimming pool. StanTech personnel were able to identify potential causes for the exlenslve foundation problems, nntl recommend alternatives (inaludir~ estimated costs) for solutions. 'Cli.e~: G,B, Capital Realty; 1994 r ockheed F-16 Assembly PLy.:. StanTech provided compl~ geetechnical en~nee~nff and pavement testing services for the reinforced concrete ~iSht llne for the newly assembled F-I6 fil~er jets, StanTech personnel .were able to work closely with Lockheed facility managers to m~Int_s_in the rigid standm~ of equipment .and vehicle cleanliness no0essary to conduct safe operations in this sensitive area. TwelVe concrete core sample were obtained to depths oF36 inches alon8 the flight line area, Geetechnical obslntalions were made in the field, and core samples tested in StanTeclx's laboratory, Usin8 ~ information, St2nTech'enSineers were able to provide alternative solutions for remediation Of the p.av~nent structure in this vital area, Client: Loc3cwood, Andrews, and Newham; 199~ Cottonwood Lakes Park: StanTech provided complete geot~.hnJt~l investiSSfion and testinS services for improvements to this beautiful park in Richardson, StanTech's experienced drillin8 crew made 6 exploratory borings to a depth of 25.0 feet. The subsurface strata were logged, and soil samples l~hered in .the field for transportation to SUmTeoh's hboratory for testing, Selected samples were tested for eraSineering properties, includkn$ permeabilky (ASTM D 5084) using StanTech's state-of- the-art tiexible wall permeah~ty machine. Based on test results, engineering recommendations were made for .foundation design 'alternatives for proposed park structures. In addition, design recommendations were made for a low-permeabillty clay lining for a scenic lake. .Client: City of Richardson; 1994 .'Vailelf Ranch: StanTech provided complete geetechnical investigation and testin~ services for an lS buitdin~ proposed apartme~ development in this fas~-Srowin~ area..StanTech's ~pc'denced drffiin~ cr~w made 12 exploratory .bori~s on the proposed project site to a depth of 15 feet. Tha subsurfacs sireta were lo~ed, and soil samples ~athered in the field for transpo~ion to StanTech's laboratory for testing.. Selected samples were tested for enSineerin8 properties, StanTeoh en~neers used the ~ dam to make n~ommendslions for foundation alt~ and pavement desi~ in the highly- expansive chy soils ofthis area, $tanTech's senior experience with foundation design in difficult clay soils was a key element 'm Providin8 our client with economically feam'ble alternatives for foundation construction, Client: Cypress Companies, Trarnmeil Crow Development; 1994 04/18/1998 14:58 2146314388 STANTECH ENGINEERING PAGE 09 SELECTED RECENT PROJECT EXPERIENCE (Continued) Geotechnical Engineering Cedar I-rfil: StanTech provided complete $eotechrfical investigation ~nd testing services in ordex W find possible solutions for a slope failure which destroyed a cul-de-sac extendln~ into a soon-to-be devdoped unto of Cedar ~ StanTech personnel phced two temporary piezometers and mon~Wred the groundwater gradient in the area of the slope failure. Samples of the soil from the failed area were collected in die field and Triaxial strength testing was conducted on the samples, StanTech er~ineers were ~ble w rocommea'id repair a]texnst.~ves, such as a ret_~]n~ng wail, relying on the senior experience of our staff with projects of this type. Client: Shimek, Ja. cobs, and FinIdea; 1995 Frito-Lay FoOd PIant, Pulaski, Tennessee: Damonstrating our ability to adapt our skills to various environmental projects, StanTech mobilized to assist Frko-Lay Company develop repair altenuitives for some of their older disposal pipelines inside of their Pulaski, TN planL StanTech engineers used 8round-peneWating radar and w~ni~-we video careers in order to full]/develop the existing condition of the pipes. Repair, replacement and removal alternatives were provided to Frito-Lay for the affected portions of their disposal lines. Client: Frito-Lay, Inc.; 1995 Morllan Creek D~,n. I ~kc Colorado CiW- Te~,: SUmTech is providing a comprehensive dam safety inspcction/seepage analysis for this darn built by T.U. Electric over four decades ago. StanTcch personnel rehabilitated existing and installed additional piezometers for monlWring activities and compiled, analyzed and ilhmated forty years of accumulated data. Safety recommendations will bo provided. Client: T.U. Electric; 1996 Section 7 City's Past Experience With Our Firms Shimel; Jacobs & Finklea has completed the design of the design of the Village Parkway Ground Storage Reservoir No. 2 and the pump station addition for the City of Coppell. It is important to note that our firm works strictly as a municipal engineering consultant. We are dedicated to municipal engineering and the needs of our municipal clients. Shimek, Jacobs & Finklea has completed the design of both the Village Parkway Ground Storage Tank No. 2 and the Village Parkway Pump Station Expansion. Both projects are currently under construction. The ground storage tank is approximately 80% complete and the pump station is approximately 15% complete. We do not currently have any design projects underway for the City. As a reminder, we do not typically provide engineering services of private developers and have never represented a private developer in Coppell. Also, the firm has directly worked for the City in the past, serving as the Interim City Engineer and City Inspector. The City Engineer's duties were performed on a full-time basis at the City's offices by Gary C. Hendricks, P.E., who is proposed as project manager for this project. Mr. Hendricks' duties as Coppell's City Engineer included review of subdivision plats, plans and regulations; review of capital project plans; field inspections and determinations; coordination of City's inspection and technical staff; and coordinated with other City departments. Mr. Hendricks served in this capacity for approximately three months until Mr. Kenneth Griffin,P.E., was employed as a full-time City Engineer. He became very familiar with the City of Coppell and how it functions. In addition, our firm provided full time inspection services, from August 1991 to March 1992, for the City's various private development and capital improvements projects. Neither StanTech Engineering Company, nor Tom Walton is currently working on projects in Coppell. SJ& F 7-1 Section 8 Photographs And Sample Plans ,_ Shimek, Jacobs & Finklea IMPROVED __Jl NORTHWEST HIGHWAY STANFOR~ ~ ' __ ~HER~ , LOCATION MAP HILLCREST AVENUE HILLCREST AVENUE IMPROVEMENTS - Design Engineers: HILLCREST AVENUE HILLCREST AVENUE - FEBRUARY, 1991 (Prior to Construction) LOVERS LANE TO SOUTHWESTERN BOULEVARD Shimek, Jacobs & Finklea Shimek, Jacobs & Finklea provided engineering services to the City of University Park to upgrade the storm drainage system and repave Hillcrest Avenue from Lovers Lane to Southwestern Boulevard during the winter of lgg0. Problems with the pavement became evident when milling operations by City forces on the existing asphalt pavement revealed that the underlying concrete pavement was distressed. Concrete cores and strength tests were made which revealed a concrete slab which varied in thickness from 3 inches to 6 inches and portions of the slab had begun to fail. With both the pavement structure and the winter weather conditions deteriorating rapidly the City of University Park acting through Don C. Mcllyar, Consulting Engineer, retained Shimek, Jacobs & Finklea to prepare the plans based on an accelerated design and plan preparation schedule. Design of the 9-inch jointed reinforced concrete pavement on 6-inch lime treated subgrade was performed by Shimek, Jacobs & Finklea using AASHTO Guide Forthe Design of Pavement Structures and Traffic Projections were obtained from the Texas Department of Transportation including the 1987 Dallas Survey and the Texas Transportation Institute May 1990 Screen Line Survey. Portions of the existing storm sewer system were replaced due to the condition of the pipe and all the curb inlets along Hillcrest Avenue were reconstructed with additional length and capacity. Sidewalks were replaced throughout the project and barrier free ramps were strategically located. To further enhance the roadway improvement the City decided to have the utility lines including electric, telephone and cable T.V. relocated in conduit parallel to and under the concrete sidewalks. " Shimek, Jacobs & Finklea TYPICAL MAJOR THOROUGHFARES DESIGNED BY SHIMEK, JACOBS & FINKLEA Shimek, Jacobs & Finklea, Consulting Engineers have been providing design and construction administration services exclusively to Texas municipalities and governmental agencies for over 20 years. The firm has completed over 100 paving and drainage projects which have ranged from alley reconstruction projects to major thoroughfares to highways and tollroad facilities. In addition, a number of alignment studies and standard construction details have been prepared. Pavement structures are generally designed based on the AASHTO Guide for the Design of Pavement Structures and the design of storm drainage facilities are generally based on a 100-year frequency storm using Technical Paper 40 and Hydro 35. Hydrologic and hydraulic studies by the firm have been completed using HEC-1 and HEC-2. The Shimek, Jacobs & Finklea staff over the past 20 years has remained stable, thus providing quality designs. The firm is fully computer oriented for preparation of construction plans. SHIMEK. JACOBS & FINKLEA (Streets. TtOroua~fare. Hiahwav and Tollroad Proiects) 1992 City of PIano, Texas: Parker Road, Paving, 1986 Drainage and 600' Bridge over Rowlett Creek. 1991 1990 1990 City of University Park, Texas: Hillcrest Ave Paving and Drainage, Lovers Lane to Southwestern BIvd. Town of Flower Mound: Environmental study and Plans for F.M. 2499 Texas Turnpike Authority: Dallas North Tollway Extension, Section IX including 3 Bridges City of PIano, Texas: Spring Creek Parkway Paving and Drainage Improvements - Jupiter Road to Parker Road 1986 City of PIano, Texas: Jupiter Road Paving, Drainage, Water Line & two 54'x90' Bridge Improvements 1985 Texas Department of Transportation: M.H. 539 (Royal Lane) Paving, Drainage and 1100-foot Bridge Improvements 1990 City of PIano, Texas: State Hwy No. 5 Paving & 1985 City of Dallas, Texas: Keller Springs Road Paving, Drainage Park BIvd to Parker Road (reconstruction) Drainage and two 500-foot Bridge .Improvements 1990 City of PIano, Texas: State Hwy No. 5 Paving & 1984 City of PIano, Texas: 9tate Highway No. 5 Drainage S.H. 190 to Capital Ave. (reconstruction) Relocation and Spring Creek Parkway 1990 City of Waxahachie, Texas: College Street Paving 1984 and Drainage and Channel Improvements in Spring Creek Farms City of PIano, Texas: F.M. 544 Paving and Drainage Improvements - Ridgewood Drive to Los Rios Boulevard (reconstruction) 1988 City of PIano, Texas: Spring Creek Parkway 1983 Preston Rd. to Dallas Parkway - Paving, Drainage, 345-Foot Bridge, Water & Sewer Improvements 1988 City of Cedar Hill, Texas: Parkerville Road and Somerset Drive Improvements 1980 Texas Turnpike Authority: Dallas North Tollway Extension Dallas-County Line to F.M. 544 City of RiChardson: Shiloh Road Paving and Drainage Improvements Ill¸ [ SJ&F Team I JUPITER ROAD After Construction (Lookin~ South toward the Brown Branch Bridge) JUPITER ROAD IMPROVEMENTS TWO 33-FOOT WIDE ROADWAY 1.2 MILES IN LENGTH PLANO, TEXAS Design Engineers: Shimek, Jacobs & Finklea Shimek, Jacobs & Finklea provided engineering services to the City of PIano to realign and improve Jupiter Road from Spring Creek Parkway to Parker Road in connection with the construction of the Coilin County Community College Campus in east PIano. The hydraulic analysis of Brown Branch, utilizing the HEC-2 computer model resulted in a 120~Foot Bridge. The entire storm sewer system was designed for a 100-year storm event based on Technical Paper 40 and Hydro 35. The adjacent farm land, city park land, long vertical and horizontal curves in the realigned roadway, special wall treatment and median pavers at the Brown Branch Bridge adds to this esthetically pleasing thoroughfare. In the roadway median existing native trees were maintained along with new landscape planting and an irrigation system. Design of the 9-inch jointed reinforced concrete pavement on 6-inch lime treated subgrade was performed by Shimek, Jacobs & Finklea using the AASHTO Guide For the Design of Pavement Structures and traffic projections furnished by the City of PIano. LOCATION MAP REALIGNED JUPITER ROAD 2- TYPICAL SECTION JUPITER ROAD tl I ' T STA. BEN ~ SalCUT EXIST. PAVBE~ CONS'I1U~T 116 LF. CONC, SIRET HENN~ 57'1r(2' LOT 2 FERRIS SECOND ADDrrlON BI.K. 11 CURVE ~ A-4e130't30' R ~ ~5.00' ~ T - 14.50' 1. ~ 27,49' P.C. ~ 0+Oe.0t, 20,2'/' RT. =I LOT 1 P.T. 5'rA. 04-36.50. 4,48, LT. =\ / { 5'~ 1+27.50 10' HRDL CONSf. rRE3BS[O 14D' C-2 T.C. 5i&20 fit HACIC :lf PE3r, ffi F.L ~5.03 25 LF. tB' R.c.P. -ceIc. nuue\ ~. STA 1+28.70 LOW PeN1' KR(SLcY S'glET CONST. 6' ~,~',, r C-1 586.21 F.L 594.97 [PROP. DIICH ~ L.qT_~L C-1 CUIrtEI~TA A=lS'OeO(f R - 35.00' T = 4.61' L - 9.1e P.C. STA 0.1.O3,26. 23.44' RT. P.T. Srk 0+12.4.2, 22.25' RT. = ~. 1ORKSEY STA. 1+12.6~ It UNK FENC[ srA 1+n5,38 ~ LF, ~ ~ ~ 1+10 ~T 76 ~ ~ ~T, ~ '/"/ ~ F.E.MA KNCHMliK Illl - RM.RGN) SFI(E INAPOM~RFOLEIN BNd((OFAV/CNNITLOT, 6O6 6O2 598 596 594 .., 592 590 i :: i~ ~- ~ ~j ~ ~ ~ I~ ~ ~ i ~ , ' =,~'~: "' ~ e"" ~: .... :~"' '~;"' ' LOT 161 FERRIS SECOND ADDr!ION LOT 162 T.C. F.I. 5~5.~0 .-"! LOT 163 SrA 4+11.97 ~ GATA 4+17.49 & A = 11'16'4~' ~ 3+91.40 R=6,5.00' ~ ] T - 8.4.2' L=12.80' P.C. SIX. 0+67.01. g.7r P.T, STA 0+79,81, 8.5' RT.= rt. ~RKSEY s'r~. 3+96.43 CURB &GUTr'~R : WAX HOmZONTAL ~:/ I I ~p~,,r,~ p~-o~*t mey, ne,4e of SCN~ IN ~ k Rnkle~. : ~,~4~ KIRKSEY STREET IMPROVEMENTS STA. 0+00 TO STA. 6+00 5tlIMEK, JACOBS & FINKLEA 2 ESTATE OF LUm I& M. BAKER DEO'D. VCLUIdE ~ PAGE M1 13130 ENOSHOOLOBW!31H ILO.W. ',,, ::: -. ."."B.. · ' ""' :C"" · ,, ~ · ,' · .;: CCNSIIJCT 2-10' RI~ fiLEIS B-,1 FJ., EL ST. SEW. tIE'I]' q fr. sBw. l.li:'B' L ~ CURV[DATAND. 2 .gi]~,,_J]~T~.lj~,_t El., A=4'11',,t'" A=5'50~3g" 'fi]Ip. CONST. ELSEiiNT R - 1177.,,1' R = 1111,83' T-42.56' T.=52.4a' EL L = 65,14' , ~ 104.90' EL / E], 570.~4 LP..r.--. . ~ P'r: ...... -; /i , .' ~,,.:,. ,..,,., . , ~ ~'~:~ ~ .~j..U,T.B-3_ :: ::, ,.',,.,i:--:::: '-.- ....... - · , .........,:,~,:,:', :.::,..,,,,,~;'~';.;':: i' -"~~,.o;--~- ~' I "'~~ ':"' ,~-x '~""'""~ --':' "'' ' .......... ' '7~['~'::,,,,,,.,,.. ............; ........._k~'y ...... ...... /,~,W, . '~:::~' _~/BAST, R,O,W,: ': r -: ,'.r,.~ :: ,- ::!:' ~: ,; :': :; r-,' ":':,: "';:": :': :: :' ':: ~~,~._.~',~'j_.'-'-'::",L F, J6Eial~q' - "" vmm ORLEANS PARK PHASE II .,- D:~"r,;.~. ~ re'r^! "' . ,.' . ,-' ~ ~3.,~ ~.0 ~ ms'r veau~rr .,,,.,,, ;,~:: ,..~, ~!IIETF PAI~S848-54e ','. .--- .~=,~.~;__. ,,-.- __~.o..o' :,,,.~ ".. !-: ~' ,., ~ ~' ~ ;~'~;-'-' ., "'o.,.~. ,.,...,,, ,.~, ....... EL 5eg.24 - E]_ 576.77 CeNC, CURB & GUTER ,- _. . SCALE IN FEET 73 55o : ; ........... : ................................................. i r .... ll 70+00 71 72 CITY OF PLANO, TEXAS PARKER ROAD (F.M. 2514.) IMPROVEMENTS PLAN - PRORE STA. 69+00 TO STA. 75+00 SiIIME)(, JACOBS k FINKI_EA IIII SIGN R20-3--~%a~~ ~N~U~ P~ T~ 1YPE3~BN~qr. X3ES 1Y~ 't ~ W/ SIgN Rl1-2 VP-IR · 20' O~ 'IYPE'~ LIGHT IZO0'O.C. I~1:1. I-LIU..C. m ~y.) ~-e' CUaB& ~ ~Y.) ILD~EOUT F~ ~F-IR I 20' O.0. ~ PI~ SCI~!Ir t~ ~ ON S.D.H.P.T. OL'TNL 9IZT ~2. U~IFCRiOMUTIJTESt. N)~(:X)NSTTNCfl(~ NCUJD~CHNNELE3ffi4VAllCN, FE.M)i~HMI)IN..SANDGKql)RMI. SIXJgiGpu'n.~: T CITY OF PLANO, TEXAS PARKER ROAD IMPROVEMENTS CONSTRUCTION PHASING 'rA SI"IIIIEK, JA, COt~S k riNKLEA CONSULlING ENGINEERS 36 II TO' 64° F.-F 8" GllADING 6' IdCNO. (I'WqCAL) CURB TYPICAl .c:rCTION AT 130' R,O,W, SECTION AT DOUBLF LEFT TURN LANE AND RIGHT TURN LANE AT JUPITER ROAD 10' _ _ 34' F~c 11' , 21' 24' F-F , , 10' , ~ HYDRQ HYDRO MULCH SE[I)IiG _ HTM MULCH MULC~ , ALTF'RNATE ROAnWAY I FFT TURN lANE STA. 30+36.7'2 TO STA. 34+34..71 C-E)IE];UM. NO'IES: 1. 11-1E V(3LI.IME IN CUBIC YARDS OF UNCLASSIRED STREET EXCAVATION P/dD FOR PROPERTY AT LOCATIONS S-.IOVA~I ON THE PLANS FOR USE ON OTHER PRO,.JEC'I'S. RiGHT-OF-WAY IN AREAS OF PROPO~ EXCAVATION, 5TOCkl=IUNC THE MATERIAL THICKNESS SHOVaN ON THE Pt)d~l& THE TOPSOIL SHALL BE FERTILE LOAM, FREE 4.. ROADWAY RLL MA'IERIAJ_ (EMBANKMENT) SHALL BE PLACED IN S~X INCH UF[S DE'~MINED BY 'I~ST METHOD "~ 113E. IN CUT AREILS, ClAY MA"E~ALS SHALL NOT BE ALLOWED TO DRY OUT PRIOR TO PAVEMENT FLACEMENT. SQUARE YARD AND THE UME 'It~ATE]) S1JBGRAD E SHALL BE COMPAC1ED TO 95 7. FLEXIBLE BASE (CRUSHED UMESTONE) SHALL MEET THE REQUIREMENTS OF 6. DURING THE MONTHS. MARCH THROUGH SEPTEMBER. AT LOCATIONS SHOV~N ON THE BERMUDA SF_F_D SHALL BE APPLIED ~TH FERTIU7;'R (44]0 PCUNDS PER ACRE) AS SHALL BE INJECTED INTO THE STRAW UNIFORMLY AT THE RA'E: OF 0.05 TO 0.10 GALLONS OF TACKING AGENT PE~ SQUARE yARD OF MULCHED AREA, THE CON- MEI)IAN AREA 12,000 S.Y. TOTAL 32,000 S.Y. ESTIMATED EXCESS EXCAVATION (NOT A PAY ITEM) TO BE STOCKPILED ON CiTY CITY OF PLANO, TEXAS PARKER ROAD TO SPRING CREEK PARKWAY TYPICAL SECTIONS SHIMEl(, JACOBS & riNKLEA CONSULlING ENGINEERS Dda~'T~