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RESPONSE - RFP - P1116 I25 SH392 1601 STUDY
No Text has a thorough understanding of these issues and will meet early in the process with the EIS team to resolve this critical issue. Our team has already made initial contacts with CDOT and EIS consultant team in about this issue and has opened the channels of communication. A more detailed understanding of the retaining walls necessary will be developed. Currently the EIS is showing retaining walls necessary to avoid/minimize ROW acquisition adjacent to the proposed ramp alignments. The ramp terminals will closely match what is shown in the EIS, however since 1-25 mainline will not shift as part of this project, there is opportunity to adjust the ramp alignments beyond the terminals to avoid the need for retaining walls. Other walls were also shown on the west side of SH 392 to avoid/minimize wetland disturbance. We will verify the need for these walls in concert with our more detailed environmental research. The structure architecture and structure type will be critical in determining accurate construction cost estimates for the project. DMJM Harris has lead this type of effort at a number of interchanges including multiple bridge selection studies in CDOT Region 4 along 1-76 and throughout Colorado. Construction phasing will be addressed as a cost consideration. The proposed bridge structure is much wider than the existing structure. This provides the opportunity to maintain the existing alignment of SH 392 without shifting to accommodate for bridge reconstruction. The proposed bridge will also include sidewalks and this width that will ultimately be used for sidewalks can be used temporarily during construction for general vehicular traffic. These conditions suggest that the bridge can be constructed in 2 phases, which will reduce overall construction complexity and cost as well as reducing impact to the motoring public and community. D. Project Funding The Scope of Work will support preparing a financial plan for the project. Deliverables will include a summary of the preliminary financial plan that will be used for presentation to the City of Fort Collins, the Town of Windsor and the CDOT Transportation Commission. Construction cost estimates will be updated in concert with the preparation of the Enhanced Preliminary Design, DMJM Harris will also attend meetings with the City of Fort Collins, Town of Windsor, Metro Acquisitions, CDOT, NFRMPO and FHWA as necessary to facilitate the necessary s — A U1-- City of Fort CoIIins/Town of Windsor 3 22 I-25/SH 3921601Study IGA agreements and resolutions that must be in place to achieve final "approval' of access through the 1601 and IAR process. A key part of this effort is to establish a comprehensive cost estimate. Our team has already done this initially as part of our previous work, and it includes both capital and "operational' (road maintenance, utilities, landscaping maintenance, etc.) costs. The previous work will be used as a step stone for this project and refined to include new concepts and approaches. The previous estimate identified the following capital costs: r '9l1cmog al. ;m �' <tlln'i cs� atc - C I5 9otl 11 es d�. llgo ! obil cFirlscaprng......ccowms on. wnsfrur.(,ov m5,nlentmCc of lmfl,c. miLa4on orhennoiAental „eme antl apt 15 5°o cOn,nOCnry 3 Does nc¢ida 2,gntoPf/ay Potential financing mechanisms for improvements will be coordinated with the potential development and improvement districts, but are expected to include sales tax, assessed valuation on the increased properties' values (ad valorem) and/or a potential Public Improvements Corporation ("PIC") that could assess a fee in lieu of sales tax. Using our previous knowledge and services, DMJM Harris is prepared to continue to support the project stakeholders in completing the plan of finance. From our previous work on this interchange, a special district coupled with a partnership from the cities and CDOT appears to be the best approach to finance this interchange. Accordingly, a series of steps and agreements are necessary to achieve this funding mechanism. We offer the following suggested steps: DMJM Harris 16 Legal description of the properties that will comprise the district. (previously completed by DMJM Harris and only needs minor updating) A drawing or map showing the boundaries of the district (readily available) A vicinity map showing the district's location. (completed by DMJM Harris) A recent title commitment identifying ownership of all property within the proposed boundaries of the district. (requires updating) Written consent from the property owner(s) to the creation of the district is necessary. The property owner(s) will also need to be prepared to sign the petition for the organization of the district. • Estimated daytime population of the district; and the developable square footage of the district. • The existing zoning for the properties; also, any information regarding any re -zoning in progress or contemplated. • The current assessed valuation of the properties. • Tax ID number for the properties or a current tax bill. Cost estimate for the public improvements. This includes the public infrastructure costs of water, sewer, streets, traffic safety, storm drainage, transportation, park and recreation and mosquito control improvements. Drawings showing the preliminary location of public improvements, a separate drawing is required for streets, water lines and facilities, sewer lines and facilities, storm drainage facilities, and park and recreation facilities. These do not need to be complicated and line drawings are suggested. List of governments to which completed improvements will be dedicated: Streets Water Sewer Storm drainage Park and recreation, open space, trails (if applicable) List of any improvements that will not be dedicated to other governments. Also, any improvements that an owner's association (OA) may maintain. OAs can �. ---- City of Fort Collins/sown of Windsor 392 I-25/SH 392 1601 Study maintain, but cannot own improvements paid for with tax exempt public monies (i.e., bond proceeds of the district). An estimate of the annual cost of maintenance for improvements owned by the special improvement district, • Indicate what government (city, district, etc.) will provide: Water service Sewer service Fire protection We can also support the participating agencies in developing convincing IGAs. E. Communications and Public Process Public involvement is critical to any interchange planning process, especially so for the 1-25/SH 392 interchange in which multiple jurisdictions and agencies are involved. Our team brings a deep understanding of the project area, the issues here, and the key stakeholders involved. Not only has our team conducted a number of public involvement processes for projects of similar scale, our approach was especially successful with the 1-25/SH 392 Interchange Improvement Plan. That plan demonstrated our commitment to engaging the public, key stakeholders, and decision makers from Fort Collins and Windsor to reach the most beneficial design, planning, and funding solutions at this interchange. Because of the project's level of complexity, public involvement for 1-25/SH 392 Interchange Improvement Plan was extensive and outreach strategies were tailored to each group of stakeholders. At the community -wide level, a Technical Advisory Committee JAC), consisting of representatives from the NFRMPO, Latimer County, City of Fort Collins, Town of Windsor and CDOT, assisted in directing the project. Other tools, such as two public meetings, council and commission presentations, a joint Town of Windsor and City of Fort Collins work session, meetings with Town and City Finance Departments, newspaper articles and a website, involved stakeholders at the community and travelshed levels. Five stakeholder meetings, direct mailings, four group meetings, individual DMJM Harris 17 meetings, and a series of bulletins were used to engage immediate property and business owners adjacent to the interchange as well potential developers. Our team will conduct a similar approach to continue the public involvement that has already occurred in the area to keep stakeholders engaged in this next stage of the interchange improvement process. Additional meetings with property owners will help set the stage for a possible future funding district that benefits both communities. Our team is especially qualified for this role because the stakeholders and property owners here are familiar with us and our public involvement approach. Furthermore, we understand the range of possible funding alternatives for the area, as developed in the 1-25/SH 392 Interchange Improvement Plan. To begin the public involvement process for the 1-25/SH 392 1601 Process, we will first meet with the City, Town, and CDOT to discuss our approach. At this time we will finalize the goals of each of the public meetings, the list of individuals that will be targeted for stakeholder meetings, and which additional methods of outreach will be used to engage the public. Additional outreach methods that we propose include a project website and bi-monthly newsletters, both of which proved successful during the 1-25/SH 392 Interchange Improvement Plan. According to the RFP, we will prepare and conduct a minimum of two public meetings. The initial goals for the first meeting at the project onset will be to solicit feedback and inform the public of the process that is underway. The second meeting will be held upon completion of the alternatives analysis to obtain feedback on the proposed alternatives (including the preferred). From a public standpoint, If CDOT or FHWA should determine additional meetings are warranted to satisfy the NEPA process, then they will be held as needed. A Project Technical Advisory Committee (TAC) will also be established early in the process in order to closely coordinate with the participating jurisdictions and agencies, including CDOT, FHWA, North Front Range Metropolitan Planning Organization (MPO) and the Division of Wildlife. The EDAW Team will meet regularly, on a monthly basis or as needed, with this TAC. Lastly, our team will provide the materials- presentations, exhibits, and summaries- to support reviews by Boards and Commissions of each jurisdiction, along with work sessions ,. ---- City of Fort Collms/rown of Windsor 392 1-25tSH 392 1601 Study by the Windsor Town Board and Fort Collins Planning and Zoning Board, Fort Collins Transportation Board, City Council and the State Transportation Commission. Our team will also prepare materials to be used in any final adoption meetings and public hearings before the Windsor Town Board, the Fort Collins City Council and the Colorado Transportation Commission. F. Schedule DMJM Harris will continually refine the detailed work plan and milestones necessary to meet schedule and budget requirements. The project workflow and schedule shown on the following page reflects our project understanding. We recognize that as part of a collaborative team including all of the key stakeholders, we need to maintain a realistic schedule that reflects issues outside of our control like signed intergovernmental agreements and identified funding sources. By realistically tracking project work elements using standard scheduling tools, we can eliminate the need to unduly pressure decisions other than those that are truly on the critical path. A schedule update of key upcoming events, coordination issues, and areas of risk will be reported in monthly progress reports and meetings with the City, Town and Interchange Implementation Team. We also recognize that each schedule may need to be tailored to the given audience so key milestones from their perspectives are simplified. Our team has prepared this type of information in support of Counsel Working Sessions and the Justification for Separate Actions. DMJM Harris 18 � � � [� � \ .yy� .. ee,� y. . a a a� � � .a. . � ,g. �. .. . . . �a«rnes :, .� :6nnzedJRnSS6R§J9rJ299b9O:9� 2� j�� d,! a,a��ae-see zr�aes�s�au»e�9rs»-oeeezn:© � gy �- b �)RUS§SnHRSS9SSdH99S9OEOnSP9Ru@99\\ . /\�. �\}P\\\\\\\\\\\\\�\\\\\\\\\\\\\\\/\\� ! § ) a }� \\ \ \{ �, . \ \\,f\d\!§ \\)� {\\ ; a,��..v »gE.. c: J\HGj§\\Gj\§\jHj2 �-, »nns««sena©� \j\\hGCna««n©©gGj\j\� ! !�\§u\e9enSdun\«ra. \8\ \ , . GP2.!)6{ jj/[)\\§, ) - 2j©\;QdD: t, \\\§O\G\\\\\�} No Text Team Organization & Management A. Project Team Our team provides an unparalleled understanding of this project. Our project manager, Alan Eckman, has been working closely with the Interchange Improvement Team to support decision making and defining the path of the project. He brings an understanding of the process and working relationship with the different affected interests. Alan is supported by a Technical Leader for each of the disciplines required through construction. Each of the technical leaders will concentrate on the needs and priorities of the assigned work within the disciplines with Alan Eckman as the single point of contact. With these Qual skill sets, our team can assist the City of Fort Collins Richa to deliver a sound assessment study with the following credentials: Proven technical expertise Responsive and flexible service Experienced staff with 1601, NEPA, IAR, and JSA process Mark Mehalko, PE (27 years of experience), is a Vice President of DMJM Harris, and will be the Officer -In - Charge (OIC) for the 1-25/SH 392 1601 Assessment Study contract. He is a former CDOT employee and contractor with construction management experience on projects in each of the four Front Range regions, including 1-70 in Vail, 1-76 in Denver, 1-25 near Fountain, and 1-25 from SH-7 North. Alan Eckman, PE, PTOE, has a proven track record as Project Manager (PM) for a variety of interchange projects and other highway and transit projects. He has guided technical analysis and team coordination for a number of transportation planning and design efforts including safety studies, urban design, traffic signals and systems, public involvement programs, and freeway signing/striping and construction traffic control. He recently worked with El Paso County to coordinate the 1601, MIMR, and NEPA requirements associated with the South Academy Boulevard improvements at 1-25. He also served as Project Manager for the United Avenue Reconstruction project in Pueblo that included traffic analysis and NEPA clearance through an Environmental assessment. Alan is also Project Manager for the Justification for Separate Action at the 1-25 / SH 392 interchange. Richard Romig, PE, with over 24 years of experience, will assist with Quality Controls. Richard has vast experience in all facets of highway design. His responsibilities will include: M 9 = --- City of fort Coll ins/lown of Windsor 392 I-25/SH 3921601 Study quality assurance/quality control. Key Staff -Technical Leaders DMJM Harris has provided an organizational structure that assigns highly qualified task leaders for this project. This approach uniquely provides the project with knowledgeable Technical Leaders in their respective fields to address the needs for the 1-25/SH 392 1601 Study (detailed resumes are located at the end of this section). Don Holloway, PE, PTOE, (Traffic), has spent a better part of his 19-year career providing expertise in traffic and transportation demand modeling, traffic simulation modeling and analysis, transportation corridor environmental assessments, large-scale MIS and corridor traffic studies, traffic impact studies, capacity and safety evaluations, parking and access studies, traffic noise studies, interchange design and freeway access studies, and pedestrian school zone studies. Don has provided traffic analysis for the following 1601 and Environmental clearance studies: Blackhawk 1601, Defense Access Road EA, 1-25/SH105, 1-10 CD DMJM Harris H Roads Traffic Analysis, MOPAC Expressway Loop, California High Speed Train EIS, and Columbus Transit EIS (OH). Steve McQuilkin, PE (Roadway), brings more than 25 years of experience in the design and management of civil and transportation engineering. He has managed design on many interchange projects including: E-470/1-70, 1-25/ Rockrimmon, I-76 (multiple interchanges), and 1-25/SH52. Gary Maji, PE (Structures), responsible for the project management, design, rehabilitation, and inspection of highway and railroad bridges and box culverts built in accordance with AASHTO and AREMA specifications. His project experience includes both steel and prestressed concrete girder structures supported on shelf -type, integral, or mechanically stabilized earth abutments. Bridge projects have included staged construction, M-O-T plans, condition deck surveys, expansion joint reconstruction, bearing repair and replacement, superstructure and substructure surface repair, epoxy injection crack repair, and beam replacements. R. A. Plummer, PE, AICP (Environmental), has over 15 years of experience in transportation planning and engineering. He understands the constraints of design along with the process of environmental studies, transportation planning, and public involvement. R.A. has managed and led numerous multi -modal projects and feasibility studies. He also has a strong understanding of the National Environmental Policy Act (NEPA) process from both the Federal Highway Administration (FHWA) and Federal Transit Administration (FTA) perspective. R.A.'s environmental clearance experience includes: 1-70 East EIS, US 285 EA, Northwest Parkway Environmental Compliance, South 1-25 EIS, US 85 EIS. Tom Fuentes, PE (Drainage), offers expertise in storm drainage design, floodplain hydraulics, bridge scour analysis, and the design of major drainage structures. He has ---� City of Fort Coll ms/lown ofWmdsor 392 I-2S/SH 392 1601 Study extensive knowledge of local, state, and federal design criteria related to storm drainage, the NPDES MS-4 Storm Water Quality program, and has expertise utilizing a wide assortment of hydrology/hydraulic modeling programs. His experience includes project management, preliminary and final design, preparation of master drainage plans, utility reports, construction plans, specifications and cost estimates, and design support during construction. Skip Hlad, PE (Constructibility), has 33 years of experience and will provide assistance with constructibility Skip will effectively identify, mitigate and verify potential for errors, change orders and claims ensuring that they are clearly identified and resolved. This constructibility analysis will be performed from the construction standpoint, not the design standpoint. As leader of the constructibility team, he will: seek overlooked problems that can increase cost and assure coordination among documents. He has thorough understanding of the process set forth by local, state and federal standards, which will aid in efficient delivery of this assessment. Bruce Meighen - EDAW (Public Involvement), will lead the team in assisting to inform the public through outreach and organization. This information will be disseminated through various venues such as public meetings, briefings, audio/video, interviews and online services. Steve Wilensky, AICP - EDAW (Landscape/ Architecture), will manage design leadership involving landscape architecture and bridge architecture. He understands the complexities involved in working with multiple interests, their differing goals and satisfying at times, conflicting agendas. Additionally, he brings the ability to coordinate and communicate alternative concepts resulting in joint agreement. Mark Mehalko, PE 28 / 5 10 Officer -In -Charge 1-76, E 470,1-270. 1-25/8H392 Alan Eckman, PE, PTOE 10 / 9 90 Project Manager 1 270, 1-76, T-REX, Academy, Sri 392 Plan, Sit 392 JSA Don Holloway, PE 20 / 9 75 Traffic Blackhawk, 1-10, I-25/SH105 Steve McQuilkin, PE 26 / 16 90 Roadway 1-76, E-470, 1-25/SH-52, I-25/Rockr,minon Gary Maji, PE 20 / 9 50 Structures 1-76, E-470, SH-56, T-aex R. A. Plummer, PE, AICP 16 / 1 50 ental US 85, use5/E-470,1-70, 125rPowers Tom Fuentes, PE 28 / 4 50 1-76, E-470 Skip Had, PE 33 / 1 50 EDrainage ibility Review uS 36,1-270 Bruce Meighen (EDAW) 16/14 30 olvement 1.25 /SH 392, SH 392 FOS Steve Wilensky(EDAW) 28/2 25 e/Architecture T-REX Tablet Key Staff Matrix DMJM Harris Commitment of Key Team Members Under each technical leader is an expert in their respective fields to provide support on all aspects of study, design, bidding and construction oversight as well as public involvement for the needs of the project. DMJM Harris is providing the project with a tailored and multifaceted team and Table 1 (on page 11) is a summary of our key staff. Please refer to the end of this section for detailed resumes and organization chart of our team. Subconsultants DMJM Harris has selected subconsultants that have transportation/highway experience and whom we have worked with extensively on many projects. EDAW will provide design and planning assistance, particularly focused on the urban environment and integration. With over 1,400 multidisciplinary professionals working from a network of 30 offices worldwide, EDAW's perspective is both broad and specialized. EDAW's special emphasis on the broad and increasingly complex issues of land -use planning and design both encourages appropriate use of resources and enhances the environment. In 2005, EDAW became a subsidiary of AECOM Technology Corporation. This combined EDAW's front-end planning expertise with AECOM's design, program, and construction management capabilities, allows EDAW to address a broader spectrum of markets worldwide. Much of EDAW's planning work involves large sites. Landscape design projects, however, are at all scales, from small monuments to broad sweeps of property. Clients range from corporations and institutions to public agencies and architectural firms. Geocal Engineering (GE) will provide geotechnical and environmental clearance investigations. With its array of technical resources, experience, and management expertise, this firm is one of the largest infrastructure and transportation engineering organizations in the world. Our Denver office is equipped to provide the planning, approvals, and design - build packaging necessary for this project. DMJM Harris' team of professionals has worked throughout the state on a variety of complex interchanges including 1-70/E470, 1-25/1-270, T-REX and 1-25/SH 392. Western States Surveying, Inc. (WSSI) will provide surveying services. WSSI's expertise is focused on route design, right- of-way, construction, and mapping surveys for this project. They will assist with surveys in digital formats, edited, error free and ready for usage. CDOT projects include many design surveys for new route as well as widening. They have r" , A --- City of Fort Coll ins/rown of Windsor 392 1-25/SH 392 1601 Study also provided numerous right-of-way surveys including setting right-of-way monumentation and preparation of ownership, right-of-way and control maps. WSSI has performed many design and construction surveys for CDOT and various city and county entities. DMJM Harris 112- No Text Mark Mehalko, PE Officer -in -Charge Education: MA/1987/Public Administration, University of Colorado BS/l980/Civil Engineering, University of Colorado Years Experience with Firm: 5 Registrations: PE/Colorado, Registration No. 22490 Mark's focus has been on the development of programs for the design, inspection, repair, management, and construction of transportation projects throughout the United States. His experience as a Colorado Department of Transportation employee, president of a construction company, and a design consultant has given him a broad understanding of all the perspectives of a project. He also has developed and managed public involvement and highway funding programs with cities and counties, as well as managing environmental assessments. Additionally, he has evaluated owners' and contractors' construction claims, and served on public/private committees charged with increasing the value of transportation programs. He developed training programs for public employees and services on an ad hoc basis for local community -based projects, such as school initiatives, economic development, and preservation of community assets. Project Experience: SH-39211-25 Justification for Separate Action, Town of Windsor, Windsor, CO: Officer -in -Charge supporting the Town of Windsor with the development and completion of a "justification for separate action" for this interchange and main access to Windsor. In addition to completing this environmental documentation, provided the development team with information necessary for the creation of a special improvement district that would fund the improvements required to support the growth accessing this interchange. Significant coordination between the City of Loveland, the Town of Windsor, Larimer County, Northern Front Range Transportation and Air Quality Planning Council (the North Front Range MPO), and the Colorado Department of Transportation. Powers Boulevard Special Improvement District, City of Colorado Springs, Colorado Springs, CO: Project manager for development of a special improvement district as alternative means to assess fees to developers along the project corridor. Evaluated several scenarios of phasing, means of fee assessment (e.g. per acre, vehicle registration, etc.), and preparation of a computer model to determine project cash flow. Additionally, developed a letter of understanding between City of Colorado Springs and the major landowners within the study area. E-470/Toll Road (Segment IV) and 1-70 FlyBy Interchange, E-470 Public Highway Authority, Aurora, CO: Officer in charge for this design -build project that completes the first phase of a fully directional interchange. He is part of the design -build leadership team that is aimed at enhancing communications between the owner (the E-470 Public Highway Authority), the authority's program oversight engineer, the contractor and DMJM Harris. DMJM Harris is completing this project in less than one year to create $29 million worth of interchange modifications. Because of the quality and value on the first phase, the owner change ordered $15 million for the team of DMJM Harris and Lawrence Construction to construct a 1,600-foot-long viaduct to carry northbound E-470 to westbound 1-70. DMJM Harris �, M ---- City of Fort Collins/Town of Windsor 392 1-25/sH 392 1v01StUdy Alan Eckman, PE, PTOE Project Manager Education: MBA/2004/University of Colorado BS/1998/Civil Engineering, University of Colorado Years Experience With Firm: 10 Registrations: PE/Colorado, Registration No. 37584 PTOE/Colorado, Registration No. 1781 Alan has a proven track record as project manager for a variety of interchange projects and other highway and transit projects. He has guided technical analysis and team coordination for a number of transportation planning and design efforts including safety studies, urban design, traffic signals and systems, public involvement programs, and freeway signing/striping and construction traffic control. He recently worked with El Paso County to coordinate the 1601, MIMR, and NEPA requirements associated with the South Academy Boulevard improvements at 1-25. He also served as Project Manager for the United Avenue Reconstruction project in Pueblo that included traffic analysis and NEPA clearance through an Environmental assessment. Alan was also Project Manager for the Justification for Separate Action at the 1-25 / SH 392 interchange. Project Experience: SH 39211-25 Interchange Improvement Plan, Fort Collins/ Windsor, CO: Provided traffic analysis, cost estimates, and program funding guidance for the project. SH 39211.25 Justification for Separate Action, Windsor, CO: Project Manger for agency coordination and preparation of documentation necessary to achieve FHWA and CDOT concurrence to Separate the interchange from the ongoing EIS process to allow for accelerated project delivery. Academy Boulevard, El Paso County, CO: Manager for the 1601 analysis and traffic operations design and implementation for improvements to the 1-25 interchange and design development of a modified Continuous Flow Intersection. SH 270 Extension, Adams County, CO: Project Manager for phase V and VI of roadway design and construction support services for the project. The project was multi -phased involving improvements to secondary ramps, mainline lanes and shoulders, and interstate - to -interstate direct connections for the 1-25/1-76/US 36/1-270 interchanges. Southeast Corridor Constructors/T-REX, Denver, CO: Managed design and implementation of traffic design and implementation with emphasis on coordination of activities between various sub - consultants, City and County of Denver, T-REX, all facets of freeway and urban design. E-470/1-70Interchange, E-470 Public Highway Authority, CO: Managed traffic operations analysis for design components including ramp configuration and intersection geometry recommendations. Austin Bluffs and Union Interchange, Colorado Springs, CO: Managed the traffic analysis and signal design of the SPUI interchange including a bus priority lane that required unique geometric design, pavement markings and signs, and special signal indications. 114 DMJM I-ARRIS I /.1D,)1fv1 DM.IM Hams 717 Seventeenth Street, Suite 500, Denver, CO 80202 "r 303-376-2900 1 303-892-1356 v", v.dmjmharns.com April 9, 2008 James B. O'Neill II, CPPO, FNIGP Director of Purchasing and Risk Management City of Fort Collins Purchasing Division 215 North Mason Street, 2nd Floor Fort Collins, CO 80522 Subject: Request for Proposal P1116 1-25/SH 392 1601 Study and Addendum No. 1 Dear Mr. O'Neill. Mr. Richter, Mr. Wagner, and Selection Committee Members The DMJM Harris team offers you an experienced group of professionals with an unequalled understanding of the 1-25/SH 392 program and the 1601 process expertise needed to take the next big step to improving this interchange. In working with you over the last few years on the 1-25/SH 392 project, we have helped develop consensus for the process and collaborative efforts that are necessary to improve this important interchange. Moving forward, the DMJM Harris team will be there to provide technical guidance and to support decision making at all levels of the project. We recognize this project includes a number of risks and is very high profile for both communities and CDOT. As we have done over the course of the past few years, we will identify risks and provide information and guidance that will allow informed decisions to be made. DMJM Harris is the flagship transportation company of AECOM, which has been ranked by Engineering News - Record as the number one transportation firm since 2001, As a leader in transportation infrastructure projects, DMJM Harris provides services that include planning and policy, financing, design and construction management. We provide a team that gives you the full service this project requires. Our team will be led by Alan Eckman, PE, PTOE who brings strong applied management skills for multi- faceted projects involving multi -agency and public coordination, the 1601 process, and design and construction. He will continue to serve this project with the same timely response and technical guidance that he has provided to the Interchange Improvement Team during the planning and Justification for Separate Action phases of this project. Alan will lead a team of Technical Leaders combined with local staff from EDAW, a sister company of DMJM Harris. Key team members include; Don Holloway, PE PTOE who is a Senior Traffic Engineer with many years of experience in urban and interstate highway traffic analysis; R.A. Plummer, PE AICP who has provided leadership for numerous environmental clearances; Steve McQuilkin, PE who has provided multi -disciplined design management for a number of interchanges in Colorado, including the 1-25/SH 392 interchange. We have enjoyed working with the Interchange Improvement Team over the past few years and look forward to continuing the strong working relationships and trust this team has established. If you have any questions or require further clarification of this submittal, please feel free to contact me at (303) 376-2932. Mark Mehalko, PE Vice President Don Holloway, PE, PTOE Tom Fuentes, PE Traffic Leader Drainage Leader Education: BS/1986/Civil Engineering/Brigham Young University Years Experience with Firm: 9 Don has more than 20 years of transportation planning and engineering experience with both public and private sector perspectives. His expertise includes traffic and revenue forecasting for toll facilities, transportation demand modeling, large-scale traffic simulation modeling and analysis, airport planning, transportation corridor environmental assessments, large-scale MIS and corridor traffic studies, traffic impact studies, capacity and safety evaluations, parking and access studies, traffic noise studies, interchange design and freeway access studies, and pedestrian school zone studies. Project Experience: I-25/SH 105 Interchange Traffic Analysis, Monument, CO Conducted a detailed assessment of proposed interchange improvements. A CORSIM traffic simulation model was also developed to assess the adequacy of the proposed design. Black Hawk Alternative Analysis, Black Hawk, CO: Project Engineer for Route study and 1601 analysis, preliminary/final design for intersection/interchange improvements on 1-70. Ports -to -Plain Corridor Development Plan, Laredo, Texas to Denver, CO: Conducted a comprehensive traffic analysis of the 1,400-mile long Ports -to -Plain Corridor. Built a travel demand model to assess the impact of corridor improvements on the region's highway network. Defense Access Road to Pueblo Chemical Depot EA, Pueblo, CO: Developed traffic forecasts and conducted traffic analysis in support of the Defense Access Road to the Pueblo Chemical Depot Environmental Assessment. 1-25 Ramp Improvement Project, New Mexico State Highway and Transportation Department, Albuquerque, NM: Produced a Location Study Report and analyzed interchange improvement alternatives for this heavily traveled urban freeway that eliminated traffic congestion and operational conflicts. 1-10 CD Roads VISSIM Simulation, Phoenix, AZ: Developed a large VISSIM simulation model of the freeway and arterial roadway network in and around the 1-10 and 1-17 interchange near Sky Harbor Airport. Mo-Pac Expressway (Loop 1) Managed Lanes, CORSIM Simulation Model, Austin, TX: Developed a 12-mile CORSIM model of Mo-Pac Expressway to test the impacts and effectiveness of proposed managed lanes with variable tolling. US 290, Houston, TX: Developed a CORSIM model for the 21.8-mile long US 290 corridor. The modeled consisted of mainlanes and frontage roads, system -to -system interchanges with Beltway 8 and IH-610, transit facilities, and managed lanes. -;i ,�---- City o(Fort Collins/Town of Windsor 392 I-25/SH 392 1601 Study Education: BS/1977/Civil Engineering, University of Pueblo Years Experience with Firm: 4 Registrations: PE/Colorado, Registration No. 35159 PE/Arizona, Registration No. 44170 PE/New Mexico, Registration No. 17340 Tom has extensive professional design experience. He offers expertise in storm drainage design, floodplain hydraulics, bridge scour analysis, and the design of major drainage structures. He has extensive knowledge of local, state, and federal design criteria related to storm drainage, the NPDES MS-4 Storm Water Quality program, and expertise utilizing a wide assortment of hydrology/ hydraulic modeling programs. His experience includes project management, preliminary and final design, preparation of master drainage plans, utility reports, construction plans, specifications and cost estimates, and design support during construction. Project Experience: Academy Boulevard Expansion Project— El Paso County, CO: Tom was responsible for and directed the drainage design of Academy Boulevard from Pikes Peak Community College to State Highway 115. The design included development of a rural roadway section collection system, Stormwater management plans, drainage report and post construction permanent stormwater quality Best Management Practice (BMP) treatment facilities in accordance with El Paso County and CDOT MS-4 permit requirements. 1-25 Widening, New Mexico Department of Transportation (NMDOT): Bernalillo and Sandoval Counties, New Mexico: Senior hydraulics design engineer responsible for preparation of offsite basins hydrology assessment and pavement drainage analysis in conjunction with the addition of 7.6 miles of new general purpose lanes on 1-25 between Tramway and Bernalillo. E-47011-70 FIyBy Interchange, E-470 Public Highway Authority, Aurora, CO: Provided drainage and hydraulic design services for the proposed initial flyby phase. The "FIyBy" project was designed as the first phase of an ultimate fully directional interchange. The scope of the project consisted of constructing a bypass alignment for the E-470 tollway at 1-70 to eliminate four existing at -grade signalized intersections. The project included six new pairs of bridges, including two new overpasses over the Union Pacific Railroad. The project also included a new channel and major structure crossing over First Creek. The scope of work encompassed all design activities including roadway, structures, drainage, and traffic as well as utility agreements, permits, and agency coordination. The project is located on the E-470 tollway corridor in Aurora, Colorado. 30 Road Widening, Mesa County, CO: As the deputy project manager, designed an irrigation system, water line, sanitary sewer line, and storm drainage outfall system on behalf of Mesa County, the Central Grand Valley Sanitation District, Clifton Water District, Ute Water District, and the Grand Junction Drainage District. He prepared the hydrology and hydraulics report, construction plans, specifications, and cost estimate for a stormwater pump station, storm drainage, and irrigation facilities. He also provided post design services during construction. DMJM Harris IIS Stephen McQuilkin, PE Roadway Leader Education: BS/1979/Civil Engineering, Northeastern University Years Experience with Firm: 16 Steve has significant experience in transportation civil engineering and roadway design. Having worked as a project manager for several state and metropolitan highway projects, he has background in traffic analysis, drainage, utility coordination, conceptual design, project scheduling, and design review. Project Experience: E-470/1.70 FIyBy Interchange, E-470 Public Highway Authority, Aurora, CO: Project manager for this $30 million E-470/1-70 interchange design -build project. The "FIyBy" project was designed as the first phase of an ultimate fully directional interchange. The scope of the project consisted of constructing a bypass alignment for the E-470 Tollway at 1-70 to eliminate four existing at -grade signalized intersections. The project included six new pairs of bridges, including a new overpasses over the Union Pacific Railroad. The project also included a new channel and major structure crossing over First Creek. The scope of work emcompassed all design activities including roadway, structures, drainage, and traffic as well as utility agreements, permits, and agency coordination. 1-25, Rockrimmon Boulevard/North Nevada Avenue Interchange, Colorado Department of Transportation - Region 2, Colorado Springs, CO: Project manager responsible for design services for the development and evaluation of conceptual alternatives, as well as preliminary design, final design, and preparation of construction contract documents for the complete reconstruction of this major urban interchange. Project included reconstruction of 1-25 in the vicinity of the interchange as well as extensive reconstruction of the local street network. Structures included bridges over Rockrimmon Boulevard, Monument Creek, the Burlington Northern Santa Fe Railroad (BNSF), North Nevada Avenue, and Mark Dabling Boulevard as well as extensive retaining walls. One of the most pervasive issues at the existing North Nevada Avenue/Rockrimmon Boulevard interchange was the substandard access to 1-25. 1-25/US-36/1.76/SH-270 Interchanges, Colorado Department of Transportation (CDOT) Region 6, Denver, CO: Member of the North 1-25 Corridor management team responsible for the design development of the 1-25/US-36/1-76/SH-270 Interchange including alternatives development and traffic analysis, conceptual design, construction phasing and contract packaging, project scheduling and design review. E-470 Tollway, Metropolitan Denver, CO: Manager of Engineering responsible for the design implementation of the E-470 Design -Build Contract. He was specifically responsible for contract administration, design coordination, plan review, construction contract packages, and technical support for the $320 million, 40-mile toll beltway around the eastern metropolitan Denver area. The project included 16 highway interchanges, 30 bridges, four toll plazas and operations buildings, a central maintenance facility, and a state-of-the-art toll beltway management and collection system utilizing fiber optic technology. C---- City of Fort Callmslrown of Windsor 392 1-25511 392 1601 study Skip Mad, PE Constructibility Review Leader Education: BS/1984/Civil Engineering/University of Colorado Years Experience with Firm: 1 Registrations: PE/Colorado, Registration No. 23562 Skip has over 34 years of experience in civil engineering, including nearly 27 years in planning, design and construction with the Colorado Department of Transportation. He is a highly experienced Manager with an extensive background in directing projects to acceptable and definite conclusions. Additionally, since retiring from CDOT in 2003 has assisted local consulting engineering companies to develop successful Transportation Engineering practices. Project Experience: As a COOT Resident Engineer and Program Engineer was responsible for more than 70 projects related to transportation infrastructure improvements, valued at over $250 million and a staff of up to 50 engineers, technicians and support personnel. Project involvement included authority over concept, budget, planning, design and construction. Projects included complex multi -phase interstate, urban interchanges, reconstruction, resurfacing, noise barriers, signalization, landscaping, major and minor structures, hazardous waste remediation, local agency enhancements, safety improvements and all phases of public involvement and environmental clearances. Skip successfully facilitated effective working relationships with Federal, State and Local government agencies and public and private sectors. Major Project Involvements:_ • 1-25/1-270/1-76/US-36Interchange • 1-76, Wadsworth to 1-270 • 1-25 Corridor/HOV reconstruction • SH-270 Extension • US-36 Corridor/HOV Reconstruction DMJM Harris J16 Gary Maji, PE Structures Leader Education: BS/1988/Civil Engineering, University of Nebraska at Omaha Years of Experience: 9 Registrations: PE/Colorado, Registration No.34150 PE/MN, MO, UT, VA and WI Gary is responsible for the project management, design, rehabilitation, and inspection of highway and railroad bridges and box culverts built in accordance with AASHTO and AREMA specifications. His project experience includes both steel and prestressed concrete girder structures supported on shelf -type, integral, or mechanically stabilized earth abutments. Bridge projects have included staged construction, M-O-T plans, condition deck surveys, expansion joint reconstruction, bearing repair and replacement, superstructure and substructure surface repair, epoxy injection crack repair, and beam replacements. Project Experience: 1.76 Corridor Design, Fort Morgan, CO: Deputy project manager and structures task manager for the preliminary and final design of over 27 structures along 1-76 within a 16-mile corridor. This design work required safety improvements at four interchanges and complete reconfiguration at three other interchanges. Bridges crossed over canals, county roads, waterways, and the BNSF railroad. SH-34 Bridges over Big Thompson River, Loveland, CO: Project manager for the preparation of final design -build documents for the construction of two new replacement bridges over the Big Thompson River. The existing structures are located in environmentally sensitive areas and were to be completed via construction of a detour alignment. This design -build project constructed these bridges, using a "fast -track" methodology, without the use of the detour alignment.. Structural considerations incorporated the use of precast substructure components and a corrosion evaluation to confirm bridge durability. Platte Avenue over Sand Creek, Colorado Springs, CO: Preparation of a conceptual design report to identify the impacts and determine costs necessary to design and construct roadway and bridge improvements. Transportation planning, traffic engineering, roadway and bridge design, utility coordination, environmental clearances, and bridge hydraulic and hydrologic assessments were performed as part of the design work. Coordination and communication with local and governmental agencies were required throughout the project to meet the fast -track project schedule. In addition, a limited public involvement process was required as part of the project scope. 25 T-Rex Expansion Project, Denver, CO: Responsible for the final design and independent analysis of three LRT structures for this design -build project. Structures varied in length from 115 feet to 500 feet. Prestressed, precast concrete girders were designed to accommodate concrete ballasted and directly fixated LRT track rail. MSE pile supported abutments and concrete piers, supported by caissons were designed to support the superstructure. A W--- City of Fort Collins/Town of Windsor 392 1-25/SH 392 1601 Study Bruce Meighen (EDAW) Public Involvement Leader Education: Master of City Planning, Georgia Institute of Technology BA, Geography Urban Systems, McGill University, Montreal, Quebec Commerce Degree, Champlain College, Montreal, Quebec Years of Experience: 23 Registrations: Certified Planner (AICP), 1995 Habitat Evaluation Procedures (HEP) Certified, 1999 Community Viz, 2002, 2005 Bruce Meighen is a certified land use planner with experience in comprehensive planning, regional planning, environmental analysis and geographic information systems. He specializes in local and regional land use and environmental analysis for comprehensive plans, resource management studies, demographic analysis, NEPA documents and water demand studies. As a project manager, Bruce has directed large environmental projects throughout the western United States. Project Experience: 1-251 SH392 Interchange Improvements, Fort Collins, CO: Development of funding action strategies necessary to implement improvements to the 1251392 Interchange, the gateway to the Town of Windsor and southern Fort Collins. State Highway 392 Environmental Overview Study (EOS): Development of the land use, visual and design components of the EOS. Windsor Comprehensive Plan Update, Windsor, CO: Comprehensive plan update, including the addition of housing policies addressing workforce and affordable housing. Other components included environmental, transportation, infrastructure, and economic development. East Mulberry (Highway 14) Corridor Plan, Fort Collins, CO: Subarea plan for the primary gateway into Fort Collins. The study includes a land use plan, transportation studies and an economic analysis. North Front Range Metropolitan Planning Organization (NFR MPO) Land Use Model, CO: Development of GIS land use forecasting model to generate the 20-year population and employment forecasts in 5-year increments for the entire NFR MPO Transportation Analysis Zone database. The area included several counties as well as numerous municipalities and small towns. The project also included development of measures of effectiveness indicators to evaluate alternative land use scenarios. City Plan Update, Fort Collins, CO: An update of Fort Collins' Comprehensive Plan, known as City Plan. Hard issues of maintaining the current growth management boundary vs. modifying it, and how the city wants to handle future growth are at the forefront of the update. Another focus for the update is on redevelopment and infill opportunities within the community. The project was integrated with the Transportation Master Plan update. UMJM Harris 117 R.A. Plummer, PE, AICP Environmental Leader Education: BS/1992/Civil Engineering, Colorado State University Years Experience: 1 Registrations: PE/Colorado, Registration No. 31733; PE/MT, NV, WA AICP/Colorado, Registration No. 124282 R.A. has over 15 years of experience in transportation planning and engineering. His experience is unique with a combination of transportation master planning, highway and transit corridor planning, traffic operations analysis, financial assessment, environmental analysis and documentation. He also has a strong understanding of the National Environmental Policy Act (NEPA) process from both the Federal Highway Administration (FHWA) and Federal Transit Administration (FTA) perspective. Project Experience: 1-70 East Environmental Impact Statement, Denver, CO: Project manager responsible for the environmental impact statement for highway improvements along 12.5 miles of 1-70 in Denver. City of Fort Collins Transportation Master Plan Update, Fort Collins, CO: Project manager for the update to the City of Fort Collins Transportation Master Plan. Douglas County, CO: Project manager responsible for the analysis of intersection improvements to the US 85 and Titan Road intersection in accordance with the Colorado Department of Transportation's 1601 Policy Directive. 1-25/Northgate Road/Powers Boulevard Interchange, Colorado Springs, CO: Deputy project manager responsible for the planning and development of the proposed action for the Northgate Road and Powers Boulevard interchange including 1601, IAR, and Environmental Assessment. US 851C-470 Interchange Funding Packet, Douglas County, CO: Project manager responsible for the preparation of a federal funding packet to be used as a lobbying tool to secure potential federal funds for improvements to the C-470/US 85 interchange in southwest Denver. South 1-25 Corridor and US 85 Corridor Environmental Impact Statements, Douglas County, CO: Project engineer responsible for corridor study and environmental impact statement along 1-25 and US 85 south of the Denver metro area. Northwest Parkway Environmental Compliance Quality Review, Northeast Denver Metropolitan Area, CO: Principle in charge, for quality assurance services to ensure that the design build project on the Northwest Parkway (from 1-25 to US 36) was in compliance with the environmental mitigation requirements. 1.25 and Baptist Road Interchange, Colorado Springs, CO: Deputy project manager responsible for the development of the proposed action for improvements to the Baptist Road interchange on 1-25. E-- City of [:on Collins/Town of Windsor 1-25/sH 3 92 1601 study Steve Wilensky, AICP Landscape and Architecture Leader (EDAW) Education: BLA/1975/Electrical Engineering, University of Minnesota Years of Experience: 20 Registrations: Registered LandscapeArchitect/MN, OR, NM Mr. Wilensky brings a broad range of urban design experience. Steve has managed and been responsible for design leadership on a variety of multidisciplinary projects involving multi model, transportation engineering, urban design, landscape architecture, bridge architecture, electrical engineering and public process. He understands the complexities involved in working with multiple interests, their differing goals and satisfying at times, conflicting agendas. Additionally, he brings the ability to coordinate and communicate alternative concepts resulting in joint agreement. Steve focused his career around public projects that provide a quality of life in a sensible, cost effective manner. Project Experience: T-REX Southeast Corridor EISIPE, Denver, CO: Participated in EIS preparation, preliminary engineering, and urban development studies for the Southeast Light Rail Transit project. Station location, multi - modal access and joint development[Transit Oriented Development (TOD) opportunities were developed. Additionally, aesthetic design for walls, structures and stations were developed. 28th Street Central Corridor Study, Boulder, CO: Responsible for image and identity, urban design concept development, transit - oriented site design and coordination, adjacent land use integration, pedestrian and bicycle improvement analysis, and public design committee facilitation for the 2.75-mile major vehicular and pedestrian corridor through a primary commercial activity center in Boulder. City of Boulder, Intermodal Transit Center, Boulder, CO: Provided site analysis, site selection and urban design for the ITC, maximizing transit opportunities, Transit Oriented Development (TOD) and connecting to Boulder's bike and pedestrian trail network. Denver Station Area Planning, Colorado Boulevard Light Rail Station, Denver, CO: Managed the process to engage Denver City Council, city staff, neighborhood groups, and businesses in developing and evaluating redevelopment alternatives for the land uses adjacent to the proposed Colorado Boulevard light rail station on the Southeast Corridor. Responsibilities included project management, inventory of existing conditions, design, public involvement, coordination between subconsultants and final report for Denver City Council. T-REX Southeast Corridor Design -Build RFP, Denver, CO: Prepared sections of the design -build RFP and contract related to urban design, station location and design, and aesthetic design for walls, structures and stations. Currently providing construction oversight. T-REX Project, Denver, CO: Performed oversight, including design review and refinement, during final design and construction of urban design and landscape design elements along the highway and transit corridor. DMJM Harris 118 �1 � --- City of Fort Coll ms/lown of Windsor 392 1-25/SH 392 1601 Study Firm Capacity & Experience Firm Size and Structure DMJM Harris is a world leader in the planning, design, and construction of transportation and infrastructure projects. Further, due to DMJM Harris' size and geographic breadth, we are able to provide the same depth of resources and diversity of expertise that large, multi -disciplined full - service consulting firms provide - all without sacrificing the market sensitivity, responsiveness, and accountability of locally -based staff. We offer problem solvers and effective communicators with pragmatic perspectives gained through years of hands-on exposure to the complexities and pitfalls of capital construction. Founded in 1927, DMJM Harris is, a subsidiary of AECOM Technology Corporation, currently ranked No. 1 by ENR magazine in transportation, highways, and bridges. We have approximately 2,300 employees throughout the United States available to assist our local office, on an as -needed basis. DMJM Harris has a staff of approximately 120 personnel assigned to the Rocky Mountain Region, who perform services including: highway and bridge design, traffic engineering, transportation planning, drainage, hydraulics, environmental support services, and construction management. Ability to Deliver a Successful 1601 Study The DMJM Harris team is uniquely qualified because of our significant understanding of the project context, issues and constraints. The project team members are either currently involved or have worked on the following key projects: • SH 392 / 1-25 Justification for Separate Action • SH 392/1-25 Interchange Improvement Plan • South Academy Boulevard/ I-25 1601 & Cat Ex • 1-76 Phase III - includes 5 interchanges, 1601, Cat Ex • SH 58 over 44th Avenue • E-470 Segment IV RyBy at 1-70 • United Avenue Reconstruction (Defense Access Road) C. Past Performance Work Performed on Similar Projects with Similar Teams Our staff proven results speak volumes to differentiate our Team. Of specific importance is their demonstrated ability to control cost, schedule, and quality. In on the following pages (20-22), we have provided notable accomplishments for similar delivery and controls that have lead to successful results, many with commendations from clients and project stakeholders. D. UDBE & ESB Commitment DMJM Harris has always supported the UDBE program and has strived to exceed the DBE goals and provide meaningful work for our DBE team members. Our proposed team for the 1-25 / SH 392: 1601 Study is structured with flexibility, we have secured Geocal Engineering, Inc., as an UDBE to meet the necessary requirements. DMJM Harris 119 Y City of Fort Collinsllown of Windsor 392 I-25/51H 3921601 study EDAW and DMJM Harris provided a multi -discipline study of the interchange and surrounding land use. The study provided summary of the interface of environmental, land use and zoning, transportation, open space, and gateway design elements. Public meetings and briefings to agency leadership were managed by the team. A funding analysis, environmental clearance, and implementation plan was developed that provided a clear understanding of next steps for the project. The project is an opportunity to create an inviting entrance for both communities that reflects and preserves the area's unique environmental features. With forward -thinking planning, the study area has the potential to create a unique sense of place that solidifies the long-term status of the area as an attractive gateway to Windsor and Fort Collins. Public outreach was critical to the Plan early in the process. The lack of publicly available funding options requires significant involvement of landowners and taxpayers into the Plan. EDAW developed a comprehensive public involvement plan that engaged property owners and key stakeholders into a discussion on the area's future vision, constraints, and how to best achieve a financing strategy. Completion Date Relevant features: September 2007 Special district financial analysis, Public involvement, Agency coordination, Alternatives development, Client Reference Implementation plan, Cost Estimates Pete Wray City of Fort Collins Key Personnel: 970.221.6376 Alan Eckman, Don Holloway, Steve McQuilkin and Mark Mehalko, Bruce Meighen (EDAW), Melissa Joe Plummer Sherbourne (EDAW), John Ko (EDAW) City of Windsor 970.686.7476 DMJM Harris is presently under contract to El Paso County for design and management of South Academy Boulevard near Colorado Springs, Colorado. This project is primarily funded by the Pikes Peaks Rural Transportation Authority. This multi -agency project includes interaction with the US Army, CDOT, El Paso County, and the City of Colorado Springs, DMJM Harris is providing project management, community involvement, environmental impact studies and clearance, technical design elements of roadway and drainage design, bridge structure design, 1601 traffic analysis, materials engineering, surveying, and utility coordination. Completion Date Relevant features: Ongoing Public involvement, Multiple agency coordination, CatEx, 1601, Drainage, Roadway, Structural design, Client Reference and Traffic engineering. Dennis Barron, PE El Paso County Key Personnel: 717.520.6460 Alan Eckman, Don Holloway, Gary Maji, Tom Fuentes DMJM Harris 20 h. U�--- City of ForKolhns/iown of Windsor 392 1-25/SH 392 1601 Study Following the successful completion and outstanding performance on the preparation of construction and design documents for Phase I and II, DMJM Harris is providing on -call engineering services to complete engineering and construction support for Phase III of the 1-76 corridor. Services include the development and design of over 16 miles of pavement and slope flattening improvements, 15 bridges, and 5 concrete box culverts. Completion Date Relevant features: Ongoing Interchange design, 1601/IAR, Roadway, Drainage, and NEPA clearances Client Reference Gale Seidenburg Key Personnel: CDOT Region 4 Mark Mehalko, Alan Eckman, Gary Maji, 970506,4956 Steve McQuilkin DMJM Harris is providing services that involves replacement of the existing structurally deficient four span steel plate girder bridge on SH 58. The bridge spans 44th Avenue, the BNSF Railway spur serving the Coors Brewery, and an important access road within the brewery complex as well as numerous utilities and thus requires close coordination with each of these entities. DMJM Harris is responsible for the overall project management, environmental studies and categorical exclusion, permitting, bridge design, and hydraulic design. Completion Date Relevant features: Construction - Ongoing Environmental clearance (CAT -EX), Permitting, Bridge design, Drainage and Stormwater management Client Reference Paul Jesaitis, PE Key Personnel: CDOT Region 6 Gary Maji, Tom Fuentes 720,497.6961 DMJM Harris 121 ... - - City of Fort Co IFns/Town of Windsor 392 1-25/511392 1601 Study The E-470 Public Highway Authority selected DMJM Harris to provide preliminary engineering services on segment IV of toll road E-470. These services led to the preparation of performance criteria and other documents for a design -build contract. DMJM Harris used innovative ideas to reduce costs, provided engineering support to the environmental process, identify all utility adjustment, and obtain jurisdictional approval from the numerous agencies involved. Additionally, DMJM Harris assisted the Authority by securing information from other subcontracted consultants. DMJM Harris was responsible for gathering, analyzing, and preparing an integrated schedule and cost data for each of the contracts to ensure that the segment IV preliminary work remained on schedule and within budget. Completion Date Relevant features: 2007 Public Involvement, Agency coordination, Environment process assistance Client Reference Ken Frantz Key Personnel: E-470 Public Highway Alan Eckman, Steve McQuilkin, Tom Fuentes, Gary Maji, Authority Mark Mehalko 303.773.9588 DMJM Harris is presently under contract to Pueblo County for planning, design and construction management of United Avenue Reconstruction in Pueblo, Colorado. This project is primarily funded by the Federal Defense Access Road program that is being completed as part of the demilitarization of the Pueblo Chemical Depot. This multi - agency project includes interaction with the U.S. Army, FHWA, CDOT, Pueblo County, and the City of Pueblo. DMJM Harris services included Environmental Assessment clearances, design and construction management, and project funding and agency coordination. Completion Date Relevant features: 2008 Project management, Agency coordination, Environmental clearances, Technical design elements Client Reference of roadway and drainage design, Structure design, Rich Simpson, PLS Traffic engineering, Materials engineering, Surveying, Pueblo County and Utility coordination and Design services. Public Works 719,583.6040 Key Personnel: Alan Eckman, Gary Maji, Tome Fuentes, Mark Mehalko DMJM Harris 122 No Text No Text 125/SH 392 1601 STUDY SCOPE OF WORK DRAFT 1 — APRIL 22, 2008 PROJECT SPECIFIC Table of Contents Description PRECONSTRUCTION WORK TASK DESCRIPTIONS A. Project Initiation and Continuing Requirements B. Project Development Page SECTION 1 PRECONSTRUCTION WORK TASK DESCRIPTIONS The following activities of communication, consensus building, project team reviews, conceptual design, data gathering, documentation, and formal public notice should be planned by the Consultant and coordinated with the City and Town PM. The time of their accomplishment will overlap and parallel paths of activity should be planned to finish the development phase in accordance with the shortest possible schedule. A. Proiect Initiation and Continuing Requirements 1. One initial project "Kickoff' meeting will be held immediately upon Notice to Proceed. Representatives from the Consultant, all applicable City and Town departments will attend the meeting. DMJM Harris will prepare the meeting agenda and meeting minutes. Meeting minutes will be distributed within 5 business days. Develop a Project Schedule and assign tasks. Project schedule will be developed in Microsoft Project format. 3. Initiate survey. Obtain updated one foot countour level accuracy ground surveys and aerial mapping of the interchange area for the project base mapping. This information will be supplied by a vendor. A preliminary estimate of the cost of this information is included in the fee estimate. However, final cost of the information will be confirmed and the contract budget revised if necessary upon receiving a bid from the supplying vendor. 4. Initial Submittals. Submit the following samples to the City/Town for approval: Internal progress report mock-up Initial project schedule Public newsletter format Progress Meetings V %V, r,. The City/Town and Consultant Project Managers will meet periodically as required (typically on a monthly basis) The fee estimate is based on 6 progress meetings. Progress meetings will as much as possible be coordinated with other meetings that are occurring for the project. Conference calls may also be considered for progress meetings between the consultant and City/Town project managers. Progress meetings may occur on a more frequent basis during part of the project SCOPE OF WORK Page 2 and may not occur as often during another part of the project. These Progress Meetings will be used to coordinate and track the work effort and resolve problems. The meetings will review the following: (1) Activities required to be completed since the last meeting. (2) Problems encountered and effectiveness of previous problem resolutions. (3) Late activities. (4) Activities required to be completed by the next progress meeting. (5) Solutions proposed for unresolved and anticipated problems. (6) Information or items required from other agencies. A monthly progress report summary will be prepared that can be used by the internal team as a communication tool to the many stakeholders of the project. A total of 6 progress report summaries are assumed as part of this scope of services. 6. Communication and Consensus Building a. Stakeholder "milestone" meetings. The consultant will be expected to plan for and attend up to 5 "milestone' meetings with key stakeholders in the Owner's respective jurisdictions, CDOT, and FHWA stakeholders. Larimer County and the MPO will be invited to the meetings as well. The meetings should be scheduled when the consultant has prepared technical data and information that the stakeholder group needs to consider and approve prior to the consultant moving forward to subsequent work tasks. The consultant shall send out packets containing this information so that it is in the hands of the stakeholder group invitees at least one week prior to the meeting, in order to provide adequate time for meaningful review. This information shall clearly communicate what decisions or guidance is needed from the stakeholder group at each meeting. b. TAC and Subcommittee meetings. The consultant will attend the advisory team meetings and environmental subcommittee team meetings as necessary. A total of 5 subcommittee meetings are included in the scope of services. C. City Council, Town Board, and Transportation Commission meetings. The consultant will be expected to plan for and attend meetings of Boards and Commissions of each jurisdiction, along with work sessions by the Windsor Town Board, the Windsor Planning Commission, the SCOPE OF WORK Page 3 Fort Collins Planning and Zoning Board, Fort Collins Transportation Board, City Council and the State Transportation Commission. Final adoption of the Study will require a formal presentation before the Windsor Town Board, the Fort Collins City Council and the Colorado Transportation Commission. The selected consultant will be required to prepare exhibits for use in presentations to these boards and commissions. A total of 2 City Council meetings, 2 Town Board meetings, and 1 Transportation Commission meetings are included in the scope of services. A total of 3 City work sessions, and 3 Town work sessions are included in the scope of services. 7. Public Involvement a. Conduct (4) public meetings. Two of the public meetings will be at a mutually agreeable location in Fort Collins, and two of the meetings will be in Windsor. The meetings will be held in pairs on successive nights or within the same week. The content and intent of the meetings shall be as follows: The first meeting should be held in the early part of the process to solicit feedback and inform the public of the process that is underway. The second meeting will be held when the alternatives analysis is complete, to solicit feedback on the proposed (including the preferred) alternatives. The consultant will plan, prepare for, attend, document comments received, and summarize the meeting results for the public meetings related to the proposed interchange improvements. The consultant shall provide drafts of all materials to be presented at all the public meetings to the stakeholder group for review and approval enough in advance of the public meeting to ensure meaningful review and feedback. The consultant shall prepare a meeting notice for the public meetings The Owners will advertise the meetings per their respective notice requirements, and secure a location for the meetings at no cost to the consultant. The costs to print and send up to 200 direct mailings of each meeting notice to adjacent property and business owners are included in the scope of services; however, the Owners shall provide the consultant the names and addresses of those property and business owners to whom the notices will be sent. SCOPE OF WORK Page 4 Although public meetings are not required for NEPA compliance with a Categorical Exclusion, if CDOT or FHWA should determine additional meetings are warranted to satisfy NEPA they will be held as needed. These meetings can be conducted as additional services to be negotiated. b. Small Group Meetings (one-on-one). Meet with property and business owners or others directly affected by the project work to identify likely impacts and discuss possible mitigation or resolutions. Minutes of these meetings will be provided to all participants. A total of 2 property owner meetings are included in the scope of services. c. Newsletters and website. The consultant shall prepare bi-monthly (once every two months) project newsletters to be mailed to adjacent property and business owners, or mailed to other interested citizens who request to be on the project's mailing list. A total of 3 project newsletters are included in the scope of services. The consultant shall provide electronic information about the project to the Owners for posting on their respective websites. It is anticipated that this information be generally the project newsletters, supplemented by other limited additional information that may be of interest to the public, such as: Project Purpose and Need, Public Involvement Process, Project Timeline, Alternatives Considered, and Preferred Alternative. 8. Project Management. DMJM Harris will coordinate all the work tasks being accomplished by the DMJM Harris Team and their subconsultants to ensure project work completion stages are on schedule. This work includes meeting arrangements, contracting, and project invoicing. Project controls and internal task management activities will be implemented to assure work progress per agreed schedule. DMJM Harris will prepare and submit invoices in accordance with City of Fort Collins requirements on a monthly basis. SCOPE OF WORK Page 5 B. Project Development Systems Level Feasibility Study (SLFS). The following elements of the SLFS will be completed by the consultant. a. Scoping Meeting. The first step of the 1601 process will include a scoping meeting with the intent of clearly defining the level of analysis that will be necessary for the study. This meeting will also be used to request and transfer data that has already been collected as part of the North 1-25 EIS and SH 392 EOS efforts. Although it is not anticipated, additional information that is needed for analysis such as traffic counts will be added to this scope of work at the result of the scoping meeting. b. Develop roadway network traffic model. A small area roadway network will be developed using VISSIM software. The limits of the analysis will be Harmony interchange to the north, Crossroads interchange to the south, CR 5 on the west, and CR 7 on the east. Performance measures will be included at the intersections along SH 392, and at the SH 392/1- 25 interchange ramp terminals. On -ramp and off -ramp performance measures will also be reported. Performance measures at the Harmony and Crossroads interchanges will also be reported. Three scenarios will be reported; existing, no build, and the "tight diamond" configuration. c. Traffic Forecasts. The North Front Range Metropolitan Planning Organization (NFRMPO) transportation demand model will be used to determine forecast traffic conditions. The NFRMPO 2035 model will be updated to reflect the land use, street network, and transportation analysis zone revisions completed as part of the most up-to-date preliminary development plans adjacent to the interchange. A total of 2 coordination meetings with various agencies(CDOT, Larimer County/Fort Collins/Windsor, and NFRMPO) are assumed to finalize land use assumptions for the model input. A letter of concurrence from the NFRMPO will be obtained documenting the land use assumptions. Actual model runs and outputs from the model are assumed to be provided by the NFRMPO staff. The following scenarios will be used: • No -Action with NFRMPO 2035 land use • No -Action with revised 2035 land use • "tight diamond" with NFRMPO 2035 land use • "tight diamond" with revised 2035 land use Alternatives analysis. The EIS screening for interchange type will be utilized as possible. Screening if necessary will be minimized to a total of 3 alternatives including the SPUI, "tight diamond", and no build SCOPE OF WORK Page 6 alternatives. Previous screening analysis will be recognized if applicable and acceptable by CDOT. A summary matrix of the screening conducted by the EIS will be prepared to include in the SLFS. Schematic design of additional alternatives beyond the "tight diamond" is not anticipated. e. Accident Analysis. A summary of the accident data that has been collected and compiled in the CDOT accident data will be summarized. A summary of the data will include accident rates and a summary of the most prevalent types of accidents. Documentation. A summary document will be prepared that includes packaging of the analysis for the SLFS into a document that includes supporting exhibits and graphic representations that can be used by the Transportation Commission as an aid to the decision making process. The same information will also be packaged in a document that responds to the 8-policy points of the FHWA Interstate Access Request requirements. Each document will present similar information but will be stand alone documents. g. A draft of each document will be prepared, followed by a final document that responds to comments that will then be submitted to the respective agencies. 2. Enhanced Preliminary Design. The following conceptual design development shall be managed by the Consultant. The intent of the design shall be to establish more certainty in the cost estimates for the interchange and to establish the footprint for environmental clearances. The deliverable will include 1":100' scale conceptual interchange drawings that show the general layout of the bridge structure, location of walls, toe of slope of the roadside grading, and roadway layout and limits of construction. a. Roadway and Roadside Design. Review the roadway design elements to confirm the roadway typical section, intersection configurations and turn lane storage requirements, grading, roadway design criteria including horizontal design speed of curves, and general concept of the project. Updated topographic aerial mapping will be obtained to provide the necessary 1-foot contour accuracy of design. The "tight diamond" interchange will be the only alternative that will be designed for detailed cost estimating and environmental clearance purposes. Structure Design. The structure type and general footprint of the SH 392 overpass will be conceptually designed. Issues that will be coordinated include the length and number of spans of the bridge that SCOPE OF WORK Page 7 will be consistent with the existing and proposed future alignment of I- 25 as shown in the Draft EIS. This design will be closely coordinated with the CDOT and EIS team to obtain consensus that the concept structure design is consistent with planned future shifting improvements to 1-25, and does not preclude future transit options that are currently advancing in the Draft EIS. C. Wall Design. The retaining walls that are shown in the preliminary EIS will be confirmed. The size and type of wall will be determined so that accurate costs and physical footprint can be determined. Important considerations in determining type of wall will be constraints such as construction work space, traffic control, type of material to be retained, and presence of utilities. Drainage Design. A conceptual drainage design will be developed that will identify potential water quality features and best management practices to establish the capability of the project to comply with MS-4 requirements. e. Utility Design. A mapping of all known utilities in the interchange will be prepared. A concept plan for likely utility relocation will be prepared to better identify potential costs to the project. Landscape/Architecture Design. The team will produce a number of products that addresses City and Town concerns as it relates to streetscape, gateway features, bridge aesthetics and other factors. Deliverables include: • Illustrative Concept Plan Draft (30" x 42") • Illustrative Concept Plan Final (30" x 42") • Entry approach/gateway rendered perspectives (2) • Section/elevation of overpass (1) • Illustrative roadway/landuse sections (2) These are the broader context sections into the adjacent properties. • Draft and Final Cost Opinion for landscape, gateway monuments and bridge architectural treatment. A general concept of the landscape and bridge architecture will be developed. A concept rendering of the interchange and bridge will be developed that demonstrates the landscape and architecture that can be achieved within the construction budget of the project. SCOPE OF WORK Page 8 g. ROW Plan. Property ownership near the interchange will be prepared along with a list and exhibit of necessary ROW acquisition for the project. h. Construction Cost Estimate. Based on the Enhanced Preliminary Design a detailed cost estimate will be prepared with supporting exhibits of the design and location of key features. 3. Documented Categorical Exclusion. The following NEPA clearance activities shall be managed by the Consultant. Much of the data necessary to complete the top half of CDOT from 128 has already been collected by the EIS team. a. Review existing documents and studies. A comprehensive review of the existing EIS and EOS information will be compiled. b. Resource Investigations. The following are the assumptions of this scope of work in preparing the necessary documentation. • Air quality conformance — CO Hot Spot analysis will not be required as Level of Service C or better is anticipated based on the preliminary analysis from the EIS. • Noise — No significant receptors in the area as determined by the EIS team. • Hazardous materials — Use EIS data to provide documentation • Farmland protection — Use EIS data to provide documentation • T&E Species — Use EIS data to provide documentation • Water Quality, Wetland, Floodplain, Stream Encroachments - Use EIS data to provide documentation as available. A project specific wetland delineation will be prepared using 1987 wetland delineation manual to determine if hydroponic vegetation, hydric soils, and wetland hydrology are present, and if there is connectivity to a traditional navigable water of the U.S., thus potentially "jurisdictional' and regulated under Section 404 of the Clean Water Act by the Army Corps of Engineers. Archeology — Use EIS data to provide documentation Paleontology — Use EIS data to provide documentation History — Use EIS data to provide documentation. SCOPE OF WORK Page 9 • Historic Bridge — Use EIS data to provide documentation. • 4(f), 6(f) — Use EIS data to provide documentation. • ROW — use enhanced preliminary design to prepare ROW acquisition estimates. • Land Use — consistency summary referencing local land use planning Socio/Economic Factors - Use EIS data to provide documentation b. Documentation. A brief summary report of resources with supporting exhibits will be prepared to be attached to the Form 128. A draft of the document will be prepared, followed by a final report that responds to comments received on the draft report. END OF SCOPE OF WORK SCOPE OF WORK Page 10 Project Understanding The partnerships that have been created and carried forward in delivering this project should be held as a model in accomplishing infrastructure planning and implementation. In a time when transportation funding is tenuous, these partnerships are critical to ensuring that our transportation infrastructure and economy are held in good repair DMJM Harris has played a vital role in facilitating the process thus far in accomplishing the interchange improvement planning. The objective of our team will be to build on the relationships and trust that has developed over the past few years, working in conjunction with the many agencies and stakeholders of the project. We will provide confidence to the overall project team that the process will be accomplished. With DMJM Harris, you are hiring an organization that focuses on getting things done. We strive to work side -by -side with our clients in accomplishing not just projects, but the betterment of our communities. The 1-25/SH 392 Interchange is a project that will allow for community improvement through efficient transportation and stewardship to the environment. We are providing a team that has unmatched knowledge of the project and can deliver service in lockstep with the schedule and extraordinary efforts that have already been invested by the City, Town and CDOT Our knowledge of the history of the project is important because it provides an overview of where the project has been and where it is currently heading. The make-up of the DMJM Harris team and the approach discussed in this proposal reflect this understanding; recognizing the work elements that still need to be accomplished to make it a reality. Our team not only has a complete comprehension of this process, as your Interdisciplinary Team (IDT), we will provide the necessary strategy and management approach, available key staff, and overall team capabilities and experience to complete the project with consensus from all of the affected stakeholders. Our proposal is structured to highlight our strategy and management approach to achieving the Scope of Work (Section II), through our Team Organization (Section III), Firm Capability and Experience (Section IV). �,.. �--- City of Fort Collins/Town of Windsor 392 1-25/sH 3921601 Study Key advantages of selecting DMJM Harris for the 1601 Study: Detailed knowledge of process and milestones Proven ability to link technical results with policy and financial delivery Established partnerships & demonstrated trust with project stakeholders Unmatched knowledge of project - DMJM Harris is managing the Justification for Separate Action Overall team's ability to provide timely response and deliver results Technical expertise that spans from planning/policy through design and construction DMJM Harris PROJECT DESCRIPTION: LOCATION: FIRM NAME: NAME OF PREPARER: PHONE NO: TYPE OF PROPOSAL: 1. DIRECT LABOR COSTS: PROJECT COST WORKSHEET-RRPI 1-25/SH 392 1601 Study DMJM Harris Alan Eckman 303-376-2979 Time and Materials TITLE RATES A B C D E TOTAL COST PRINCIPAL $ 175.00 7 16 $ 4,025,00 PROJECT MANAGER $ 14500 199 191 $ 56.550.00 SR TRAFFIC ENGINEER $ 13000 3 51 $ 6,480.00 SR ENVIRONMENTAL PLANNER $ 130,00 11 80 $ 10,920.00 TRAFFIC ENGINEER $ 70.00 8 171 $ 12,530.00 ROADWAY ENGINEER $ 90,00 11 264 $ 24,75000 STRUCTURAL ENGINEER $ 110.00 3 128 $ 14,410,00 CAD TECHNICIAN $ 7500 4 240 $ 18,300,00 ADMIN INTERN $ 25,00 200 120 $ 8,000.00 PRINCIPAL $ 197.00 30 12 $ 8.274.00 PROJECT MANAGER $ 107.00 0 0 $ SR ENVIRONMENTAL PLANNER $ 120.00 14 32 $ 5,620,00 NEPAJENV PLANNER $ 86.00 0 80 $ 6,880,00 ENV PLANNER $ 8000 102 0 $ 8,160,00 CIS TECH $ 65,00 20 18 $ 2,470.00 SR PROJECT DESIGNER $ 90.00 6 38 $ 3,960.00 JR PROJECT DESIGNER $ 70.00 0 68 $ 4,760.00 ADMIN $ 55.00 20 0 $ 1,100.00 TOTAL HOURS 638 1509 0 0 0 2747 TOTAL FEE 5 67,630.00 $ 139,459.00 $ $ $ $ 797,089.00 2. OTHER DIRECT COSTS: Item quantity Unit Unit Rate Estimated Cost Reports 20 @ invoice cost $20.00 $40000 Copying 1,000 each $0A0 $100.00 Meeting Exhibits 20 each $40,00 $800.00 Plotting/Copying on Mylar square foot $0.00 $0.00 Standard Mail 500 @ invoice cost $0.42 $210.00 Express Mail 10 @ invoice cost $14.00 $140.00 Courier @ invoice cost $25,00 $0.00 Mileage 2,000 mile $0,505 $1,010,00 Total $2,660.00 3. SUSCONSULTANTS: Firm Labor ODCs Total Subconsultant Services 4. TOTAL ESTIMATED COST (Sum of 1, 2 and 3) I am a representative of DMJM Harris. Inc , duly authorized to contractually bind the firm. My signature below constitutes formal agreement (without further signature) to a Task Order pursuant to the terms of this proposal without substantive change. Mark D. Mehatko Vice President Signature Date signed Estimated Costs $0.00 $ 199,749.00 1-251SH 392 1601 Study Workhour Estimate D'M 1,4 HARRIS .AEC'C' 2 4 No. E54maieOWorkhov'ts- DMJ:Ii Yarns E21'.^.a:e0 Workhoun -DPN! Pnn<:pal Proled itan Sr Trall:c Sr Env ,ne Em Planner TraRv^ i,osi—y Erm Enomee 111,,=e Ec CID Tech I POmn Intern Pnnapal Prolett Nm 6r Emr Planner kE?.VE:ry E,w GIS ?tanner Plann^r Tech Sr ProjeU. Dex Jr Prolett pes T.Cl 4om5 A PROJECT INITIATION AND CONTINUING REQUIREMENTS A.1 Initial Pro ect Kick Off Meetin 3 3 3 3 3 31 22 A.2 Develop a Pro set Schedule and assi Masks. 4 2 6 A.3 Initiate suave 4 a AA Initial Submittals. AS Pro ress Meetin s 6)and reports (6) 24 24 3 2 A.6 Communication antl Consensus Builtlin a.StikehOldQ!"mi eslOOQ"mealin SI2) b. TAC and Subcommittee meetin s. 5 C. Dit ROwn antl Trans. COmm. mQQ(in Q. 11 a 26 4< 2n 25 50 Q 6 ;o L a 2 }6 62 1e3 A.➢ Public Involvement a. Conduct f2) public meetings. b. Newsletters l2 and website info. 20 a 8 8 a 32 12 B 2 4 40 so 8 fi 8 < 145 3< A.8 Project Mana ement. 4 bQ 30 A $DiIfOW1 ;, ;93 3 % 9 .:6 it 1 3 4 - site 30 t)4 102 20 6 20 5381-` Paae 1 c15 1-251SH 392 1601 Study Workhour Estimate DMIM HARRIS AECDiv) Task ° B ESima:etl 1101kn0uis-ri ifd Hans Esf�maleE \NOrk1i0'v:s -EDAVY P"ai P".-I Sr Traffic Sr Env iranG Fear,., S'uai CAD Alla Prmnpal Pr0)ec! &Env N'cPN°_ry E- GIS S: Gwfe JrP%ecf AOmm 'O;al Man. e - Planner Er,aaar = ¢cnrp:n Th Ifri nae er Planner Plan Fl anner 'ecl Des Des Hcu rif PROJECT DEVELOPMENT B.1 5 toms Level Feasibili Stutl SLFS). a. Scopin Messrs3 3 a Is. Develop reaches, network traffic model c. Traffic Forecasts. a. Alternatives analysis. e. Accident Anal is. f. DocumentationG C G 6 29 e 60 t6 g g ¢ ¢ 0 0 a0 ¢p 20 20 60 0 [0 6p 36 <8 6 J52 36 . Draft reviewewcomment resolution B.2 EnM1an<etl Prelimina Desi n a. Roadwa antl Roatlsitle Desi n. b. Structure Desi o. c. Wall Deal n. d. Drainage Desi n e. Utility Design. f. Landscape/Architecture Desi n s < G G < < e9 [o se 60 a¢ ao [e 29 20 Gs G9 rze t6< r0a m[ to[ . ROW Pian. In. Construction Cost Estimate. G a s t6 g g ao 8 fi0 60 zs B.3 Documented Categorical Exclusion a. Review ofexiain documents antl studies b. Resource l nvesti ati..S. O. Documentation. 15 t6 40 <0 2 0 2 ¢ 16 E g Gn 32 1¢ ,g tie 138 B Subtotal t6 r t91 >t r" 89 6% 26af '. 12a 240 I t20 1 -* 1 if 1 32 80I 1 7 -:f 35 KB Page 2 cl5 1-251SH 392 1601 Study Fee Estimate DMjM HARRIS : N CUM DMJM HARRIS EDAW Task No. Principal I Project Sr TrzHic Mana er En ineer 5 1>500 5 16500 5 120.00 Sr Env Pynner 6 IRW TrzHic RoaEway Shudwe CAO En ineer En ineer En ineer TecM1 5 10.00 S 90.001 5 110,001 S 750D 1 5 Atlm Intern 25,00 Principal Project Mana er 1 5 197a0 1 5 107,00 1S Sr Env Planner t20.00 NEPA/Env Planner Env Planner GIS TecM1 3r Project hPmject gtlmin Dcri ner D— ner TOTAL tABOR 5 86.00 S 8000 S 6500 5 00.00 5 ]0.00 5 55.00 A Project Initation and Continuing Requirements �s, i 199 3 I1 6 tt 3 6 200 30 0 t4 0 ID2 20 6 0 20 61j2500 52885500: s 36000 s+ t320.00 S ':56000 s 99000: S 33D00 l5 30000 5 P5,00000 s 5910.00 S "s 168000 S S 8a6900 S 1300.00 5 54000 S ;: S t100:00 6 li Project Development 16 191 51 BO t]1 266 128 260 120 12 32 80 18 38 66 1509 52.80000 S2],695.00 5 6,12000 5- 960000 $1L8]000 S23 ]6000: 5 1d 08000 St800000 S 3.00000 s 238d.00 s s 38d000 S "688000 s '- 5 11>0:00: S 3p2000 S ": 476000 5 - IS 139.459.00 C Preliminary Design I S D Final Design S is Is Iss. 5 Is IsI S S ': S I: 5 5 Is E Construction Phase 11 s i S t S s` 5 s :; s is': 5 Is - s Is s s TOTAL 23 3901 S d,02500 $5655000 56 1 $ 648000 I sit 179 5=. t092000 512$3000 275 1 $ 24750:00 1 131 S 1441000 26d S 1830000 $ 320 62 18.00p00 S 82]4.w S S G6 80 5520.00 s 1686000 S 102 38 dd 8180.00 5 2010.00 IS 396D00 66 20 s=476000 S t00:0D S 216] t9],069.00" 125/SH 392 1601 STUDY SCOPE OF WORK DRAFT 2 — APRIL 24, 2008 PROJECT SPECIFIC Table of Contents Description PRECONSTRUCTION WORK TASK DESCRIPTIONS A. Project Initiation and Continuing Requirements B. Project Development Pape SECTION 1 PRECONSTRUCTION WORK TASK DESCRIPTIONS The following activities of communication, consensus building, project team reviews, conceptual design, data gathering, documentation, and formal public notice should be planned by the Consultant and coordinated with the City and Town PM. The time of their accomplishment will overlap and parallel paths of activity should be planned to finish the development phase in accordance with the shortest possible schedule. A. Proiect Initiation and Continuing Requirements 1. One initial project "Kickoff' meeting will be held immediately upon Notice to Proceed. Representatives from the Consultant, all applicable City and Town departments will attend the meeting. DMJM Harris will prepare the meeting agenda and meeting minutes. Meeting minutes will be distributed within 5 business days. Develop a Project Schedule and assign tasks. Project schedule will be developed in Microsoft Project format. Initiate survey. Obtain updated one foot contour level accuracy ground surveys and aerial mapping of the interchange area for the project base mapping. This information will be supplied by a vendor or if available from CDOT. A cost for this information has not yet been obtained. Once a final cost is established it will be added to the cost of services. 4. Initial Submittals. Submit the following samples to the City/Town for approval: - Internal progress report mock-up - Initial project schedule - Public newsletter format 5. Progress Meetings The City/Town and Consultant Project Managers will meet periodically as required (typically on a monthly basis). The fee estimate is based on 6 progress meetings. Progress meetings will as much as possible be coordinated with other meetings that are occurring for the project. Conference calls may also be considered for progress meetings between the consultant and City/Town project managers. 3 of the progress meetings are anticipated to be in person and 3 are anticipated to be conducted via conference call. Progress meetings may occur on a more frequent basis during part of the project and may SCOPE OF WORK Page 2 not occur as often during another part of the project. The Progress Meetings will be used to coordinate and track the work effort and resolve problems. The meetings will review the following: (1) Activities required to be completed since the last meeting. (2) Problems encountered and effectiveness of previous problem resolutions. (3) Late activities. (4) Activities required to be completed by the next progress meeting. (5) Solutions proposed for unresolved and anticipated problems. (6) Information or items required from other agencies. A monthly progress report summary will be prepared that can be used by the internal team as a communication tool to the many stakeholders of the project. A total of 6 progress report summaries are assumed as part of this scope of services. The summaries will consist of a 1 page synopsis of project progress. 6. Communication and Consensus Building Stakeholder "milestone" meetings. The consultant will be expected to plan for and attend up to 2 "milestone' meetings with key stakeholders in the Owner's respective jurisdictions, CDOT, and FHWA stakeholders. Larimer County and the MPO will be invited to the meetings as well. The meetings should be scheduled when the consultant has prepared technical data and information that the stakeholder group needs to consider and approve prior to the consultant moving forward to subsequent work tasks. The consultant shall send out packets containing this information so that it is in the hands of the stakeholder group invitees at least one week prior to the meeting, in order to provide adequate time for meaningful review. This information shall clearly communicate what decisions or guidance is needed from the stakeholder group at each meeting. TAC and Subcommittee meetings. The consultant will attend the advisory team meetings and environmental subcommittee team meetings as necessary. If the environmental subcommittee is to be a separate committee from the Natural Resources Advisory Board, then a representative from the NRA Board will be on the subcommittee so that a report can be made to the Board by that representative. A total of 5 subcommittee meetings are included in the scope of services. SCOPE OF WORK Page 3 C. City Council, Town Board, and Transportation Commission meetings. The consultant will be expected to plan for and attend meetings of Boards and Commissions of each jurisdiction, along with work sessions by the Windsor Town Board, the Windsor Planning Commission, the Fort Collins Planning and Zoning Board, Fort Collins Transportation Board, City Council and the State Transportation Commission. Final adoption of the Study will require a formal presentation before the Windsor Town Board, the Fort Collins City Council and the Colorado Transportation Commission. The selected consultant will be required to prepare exhibits for use in presentations to these boards and commissions. A total of 2 City Council meetings, 2 Town Board meetings, and 1 Transportation Commission meetings are included in the scope of services. A total of 3 City work sessions, and 3 Town work sessions are included in the scope of services. Public Involvement a. Conduct (2) public meetings. One of the public meetings will be at a mutually agreeable location in Fort Collins, and one of the meetings will be in Windsor or at the REA location. The content and intent of the meetings shall be as follows: The first meeting should be held in the early part of the process to solicit feedback and inform the public of the process that is underway. The second meeting will be held when the alternatives analysis is complete, to solicit feedback on the proposed (including the preferred) alternatives. The consultant will plan, prepare for, attend, document comments received, and summarize the meeting results for the public meetings related to the proposed interchange improvements. The consultant shall provide drafts of all materials to be presented at all the public meetings to the stakeholder group for review and approval enough in advance of the public meeting to ensure meaningful review and feedback. The consultant shall prepare a meeting notice for the public meetings. The Owners will advertise the meetings per their respective notice requirements, and secure a location for the meetings at no cost to the consultant. The costs to print and send up to 200 direct mailings of each meeting notice to adjacent property and business owners are included in the scope of services; however, the Owners shall provide SCOPE OF WORK Page 4 the consultant the names and addresses of those property and business owners to whom the notices will be sent. Although public meetings are not required for NEPA compliance with a Categorical Exclusion, if CDOT or FHWA should determine additional meetings are warranted to satisfy NEPA they will be held as needed. These meetings can be conducted as additional services to be negotiated. b. Newsletters and website. The consultant shall prepare bi-monthly (once every two months) project newsletters to be mailed to adjacent property and business owners, or mailed to other interested citizens who request to be on the project's mailing list. A total of 2 project newsletters are included in the scope of services. The consultant shall provide electronic information about the project to the Owners for posting on their respective websites. It is anticipated that this information be generally the project newsletters, supplemented by other limited additional information that may be of interest to the public, such as: Project Purpose and Need, Public Involvement Process, Project Timeline, Alternatives Considered, and Preferred Alternative. 8. Project Management. DMJM Harris will coordinate all the work tasks being accomplished by the DMJM Harris Team and their subconsultants to ensure project work completion stages are on schedule. This work includes meeting arrangements, contracting, and project invoicing. Project controls and internal task management activities will be implemented to assure work progress per agreed schedule. DMJM Harris will prepare and submit invoices in accordance with City of Fort Collins requirements on a monthly basis. SCOPE OF WORK Page 5 B. Project Development Systems Level Feasibility Study (SLFS). The following elements of the SLFS will be completed by the consultant. a. Scoping Meeting. The first step of the 1601 process will include a scoping meeting with the intent of clearly defining the level of analysis that will be necessary for the study. This meeting will also be used to request and transfer data that has already been collected as part of the North 1-25 EIS and SH 392 EOS efforts. Although it is not anticipated, additional information that is needed for analysis such as traffic counts will be added to this scope of work at the result of the scoping meeting. b. Develop roadway network traffic model. A small area roadway network will be developed using VISSIM software. The limits of the analysis will be Harmony interchange to the north, Crossroads interchange to the south, CR 5 on the west, and CR 7 on the east. Performance measures will be included at the intersections along SH 392, and at the SH 392/1- 25 interchange ramp terminals. On -ramp and off -ramp performance measures will also be reported. Performance measures at the Harmony and Crossroads interchanges will also be reported. Three scenarios will be reported; existing, no build, and the "tight diamond" configuration. c. Traffic Forecasts. The North Front Range Metropolitan Planning Organization (NFRMPO) transportation demand model will be used to determine forecast traffic conditions. The NFRMPO 2035 model will be updated to reflect the land use, street network, and transportation analysis zone revisions completed as part of the most up-to-date preliminary development plans adjacent to the interchange. A total of 2 coordination meetings with various agencies(CDOT, Larimer County/Fort Collins/Windsor, and NFRMPO) are assumed to finalize land use assumptions for the model input. A letter of concurrence from the NFRMPO will be obtained documenting the land use assumptions. Actual model runs and outputs from the model are assumed to be provided by the NFRMPO staff. The following scenarios will be used: No -Action with NFRMPO 2035 land use No -Action with revised 2035 land use SCOPE OF WORK Page 6 No Text "tight diamond" with NFRMPO 2035 land use "tight diamond" with revised 2035 land use Alternatives analysis. The EIS screening for interchange type will be utilized as possible. Screening if necessary will be minimized to a total of 3 alternatives including the SPUI, "tight diamond", and no build alternatives. Previous screening analysis will be recognized if applicable and acceptable by CDOT. A summary matrix of the screening conducted by the EIS will be prepared to include in the SLFS. Schematic design of additional alternatives beyond the "tight diamond" is not anticipated. e. Accident Analysis. A summary of the accident data that has been collected and compiled in the CDOT accident data will be summarized. A summary of the data will include accident rates and a summary of the most prevalent types of accidents. Documentation. A summary document will be prepared that includes packaging of the analysis for the SLFS into a document that includes supporting exhibits and graphic representations that can be used by the Transportation Commission as an aid to the decision making process. The same information will also be packaged in a document that responds to the 8-policy points of the FHWA Interstate Access Request requirements. Each document will present similar information but will be stand alone documents. g. A draft of each document will be prepared, followed by a final document that responds to comments that will then be submitted to the respective agencies. 2. Enhanced Preliminary Design. The following conceptual design development shall be managed by the Consultant. The intent of the design shall be to establish more certainty in the cost estimates for the interchange and to establish the footprint for environmental clearances. The deliverable will include 1":100' scale conceptual interchange drawings that show the general layout of the bridge structure, location of walls, toe of slope of the roadside grading, and roadway layout and limits of construction. Roadway and Roadside Design. Review the roadway design elements to confirm the roadway typical section, intersection configurations and turn lane storage requirements, grading, roadway design criteria including horizontal design speed of curves, and general concept of the project. Updated topographic aerial mapping will be obtained to provide the necessary 1-foot contour accuracy of design. The "tight SCOPE OF WORK Page 7 diamond" interchange will be the only alternative that will be designed for detailed cost estimating and environmental clearance purposes. b. Structure Design. The structure type and general footprint of the SH 392 overpass will be conceptually designed. Issues that will be coordinated include the length and number of spans of the bridge that will be consistent with the existing and proposed future alignment of 1- 25 as shown in the Draft EIS. This design will be closely coordinated with the CDOT and EIS team to obtain consensus that the concept structure design is consistent with planned future shifting improvements to 1-25, and does not preclude future transit options that are currently advancing in the Draft EIS. c. Wall Design. The retaining walls that are shown in the preliminary EIS will be confirmed. The size and type of wall will be determined so that accurate costs and physical footprint can be determined. Important considerations in determining type of wall will be constraints such as construction work space, traffic control, type of material to be retained, and presence of utilities. Drainage Design. A conceptual drainage design will be developed that will identify potential water quality features and best management practices to establish the capability of the project to comply with MS-4 requirements. Utility Design. A mapping of all known utilities in the interchange will be prepared. A concept plan for likely utility relocation will be prepared to better identify potential costs to the project. Landscape/Architecture Design. The team will produce a number of products that addresses City and Town concerns as it relates to streetscape, gateway features, bridge aesthetics and other factors. Deliverables include: Illustrative Concept Plan Draft (30" x 42") Illustrative Concept Plan Final (30" x 42") • Entry approach/gateway rendered perspectives (2) • Section/elevation of overpass (1) Illustrative roadway/landuse sections (2) These are the broader context sections into the adjacent properties. • Draft and Final Cost Opinion for landscape, gateway monuments and bridge architectural treatment. A general concept of the landscape and bridge architecture will be SCOPE OF WORK Page 8 developed. A concept rendering of the interchange and bridge will be developed that demonstrates the landscape and architecture that can be achieved within the construction budget of the project. ROW Plan. Property ownership near the interchange will be prepared along with a list and exhibit of necessary ROW acquisition for the project. Construction Cost Estimate. Based on the Enhanced Preliminary Design a detailed cost estimate will be prepared with supporting exhibits of the design and location of key features. 3. Documented Categorical Exclusion. The following NEPA clearance activities shall be managed by the Consultant. Much of the data necessary to complete the top half of CDOT from 128 has already been collected by the EIS team. a. Review existing documents and studies. A comprehensive review of the existing EIS and EOS information will be compiled. b. Resource Investigations. The following are the assumptions of this scope of work in preparing the necessary documentation. • Air quality conformance — CO Hot Spot analysis will not be required as Level of Service C or better is anticipated based on the preliminary analysis from the EIS. • Noise — No significant receptors in the area as determined by the EIS team. • Hazardous materials — Use EIS data to provide documentation • Farmland protection — Use EIS data to provide documentation • T&E Species — Use EIS data to provide documentation • Water Quality, Wetland, Floodplain, Stream Encroachments - Use EIS data to provide documentation as available. A project specific wetland delineation will be prepared using 1987 wetland delineation manual to determine if hydroponic vegetation, hydric soils, and wetland hydrology are present, and if there is connectivity to a traditional navigable water of the U.S., thus potentially "jurisdictional' and regulated under Section 404 of the Clean Water Act by the Army Corps of Engineers. SCOPE OF WORK Page 9 • Archeology — Use EIS data to provide documentation Paleontology — Use EIS data to provide documentation • History — Use EIS data to provide documentation. • Historic Bridge — Use EIS data to provide documentation. • 4(f), 6(f) — Use EIS data to provide documentation. • ROW — use enhanced preliminary design to prepare ROW acquisition estimates. • Land Use — consistency summary referencing local land use planning • Socio/Economic Factors - Use EIS data to provide documentation b. Documentation. A brief summary report of resources with supporting exhibits will be prepared to be attached to the Form 128. A draft of the document will be prepared, followed by a final report that responds to comments received on the draft report. END OF SCOPE OF WORK SCOPE OF WORK Page 10 Joint Worksession City of Fort Collins & Town of Windsor Elected Officials: REA Building: 7649 REA Parkway, Fort Collins August 4, 2008, 5:30- 9:30 pm Moving Forward on the 1-25/392 Intercha Purpose of the Worksession: 1) To reaffirm the level and type of commitment each jurisdiction has to the 392 Interchange Improvement Project; 2) To reach concurrence on additional areas of agreement to enhance the 1601 process and partnership; 3) To outline commonly held concerns and issues and determine what parameters and principles are needed to resolve these issues. 5:30- 6:00 Dinner/Meet and Greet New Elected Officials 6:00-6:30 Introductions and Purpose ■ Impetus and purpose of joint worksession-Kelly Arnold and Darin Atteberry, Managers ■ Opening Remarks- Mayor Doug Hutchinson, Fort Collins and Mayor John Vazquez, Windsor ■ Ground Rules- Barb Cole, Community Matters, Inc. ■ Overview of Interview Results —Barb Cole 6:30-7:30 Fundamental Agreements and Principles ■ Overview of Fundamental Agreements ■ Agreement on Fundamental Principles for a Successful Partnership/Project based on Interviews 1-25/392 1601 Process 2 ■ Discussion of Fundamental Principles- Did we miss any or incorrectly state any of the fundamental principles from the Reconnaissance Interviews? ■ Additions, modifications and Concurrence on Principles 7:30-8:45 Moving Forward with the 1601 Process ■ Overview of Issues and Opportunities from Interviews • Underlying Assumptions: Do you agree with the underlying assumptions? • Discussion of the Key Questions, Issues and Concerns —What interests, values or criteria should be respected to address and resolve these questions, concerns and issues? ■ As elected officials, what do you need to know from staff, to resolve these key questions? 8:45-9:15 Next Steps ■ Refine Scenarios for Public Workshop ■ Determine Implications and Type of Tools 9:15-9:30 Concluding Remarks/Adjourn Community Matters, Inc. Located in Historic Downtown Littleton PROJECT DESCRIPTION: FIRM NAME: NAME OF PREPARER: PHONE NO: TYPE OF PROPOSAL: 1. DIRECT LABOR COSTS: PROJECT COST WORKSHEET • (SRP) 1-251SH 392 1601 Study, Phase I Contract Fort Collins. CO OMJM Harris Alan Eckman 303-376.2979 Time and Materials TITLE RATES A B C D E TOTAL COST PRINCIPAL $ 175.00 7 0 5 1,225.00 PROJECT MANAGER $ 145.00 99 87 $ 26,970.00 SR TRAFFIC ENGINEER S 130.00 3 35 $ 4,560.00 SR ENVIRONMENTAL PLANNER 5 130,00 3 40 5 5,160,00 TRAFFIC ENGINEER 5 70.00 0 103 $ 7,210.00 ROADWAY ENGINEER $ 90.00 3 256 $ 23.310,00 STRUCTURAL ENGINEER S 110.00 3 120 S 13,530,00 CAD TECHNICIAN S 75,00 4 200 S 15,30000 ADMIN INTERN s 25.00 71 0 $ 1.776.00 PRINCIPAL $ 197.00 12 10 $ 4.334.00 PROJECT MANAGER 5 107.00 0 0 $ SR ENVIRONMENTAL PI-ANNEF 5 12000 5 24 $ 3,480.00 NEPNENV PLANNER 5 86,00 0 48 $ 4,128.00 ENV PLANNER $ 80,00 8 0 $ 640.00 GIS TECH 5 65oo 4 18 $ 1.430.00 SR PROJECT DESIGNER 5 90.00 0 0 $ JR PROJECT DESIGNER S 70.00 0 0 $ _ ADMIN $ 55.00 6 0 $ 330,00 TOTAL HOURS is 228 is 941 0 0 0 1169 TOTAL FEE 23.169.00 90.213.00 S $ $ $ 113,382.00 2, OTHER DIRECT COSTS: Item Quantity Unit Unit Rate Estimated Cost Reports 20 @ invoice cost S2000 $400.00 Copying 1,000 each $0. 10 $10000 Meeting Exhibits 20 each $40.00 $800.00 PloltinglCopymg on Mylar square foot $0.00 soot Standard Mail 500 @ Invoice cost $0.42 $210.00 Express Mail 10 @ invoice cost $14.00 $140.00 Courier @ Invoice cost $25C0 soeo Mileage 2,000 mile $0,505 $1,01000 Total $2,660.00 3. SUBCONSULTANTS: Firm Labor ODC's Total Subconsultant Services 4. TOTAL ESTIMATED COST (Sum of 1, 2 and 3) I am a representative of DMJM Harris Inc, duly authorized to contractually bind the firm. My signature below constitutes formal agreement NAthout further signature) to a Task Order pursuant to the terms of this proposal vdthout substantive change. Mark D. Nlehalko Vice President Signature Date signed Estimated Costs $0.00 $ 116,04200 Standard Professional Services Agreement- rev07/08 26 Scope of Work The DMJM Harris team is prepared to deliver a scope of work that meets the following objectives: • 1601 & IAR Approvals • Environmental clearances • Enhanced preliminary and possibly final design • Financial analysis and development • Effective communications and public process • Managed schedule We have developed a macro level representation of the project shown in Figure 1 (below). Within each of the phases shown, there are a defined list of deliverables. Our team has worked with the City, Town and CDOT, to help establish a Team understanding of the necessary steps in moving toward implementation. By defining the macro level understanding of the project, the tasks and subtasks necessary to achieving the end results are reduced to the following manageable Scope of Work for Phase II of this project. A. Technical Feasibility CDOT 1601 System Level Feasibility Study (SLFS) To reduce redundant analysis, the Systems Level Feasibility Study will use the 8 policy points from the FHWA Interchange Access Request (IAR) guidance as a framework for analysis. The following discussions explain each.... and our approach to analysis. Figure 1 - Overview of the project phases •-, ----- City of Fort Coll ins/l own of Windsor 39z 25/SH 3921601 study The existing interchanges and/or local roads and streets in the corridor can IAR neither provide the necessary access Policy point 1 not, be improved to satisfactorily accommodate the design yearly traffic demands while at the same time providing the access intended by the proposal. Approach: DMJM Harris will evaluate alternate routes, the functionality of those alternate routes for existing and future traffic volumes without the I-25/SH 392 interchange modifications. The North Front Range Metropolitan Planning Organization (NFRMPO) administers the transportation demand model that will be used for determining traffic loading of the interchange and surrounding roadways within the small area study network. The NFRMPO 2035 model will be validated to reflect the land use, street network, and transportation analysis zone revisions completed as part of the most up-to-date preliminary development plans adjacent to the interchange. A total of four coordination meetings with various agencies (CDOT, Town of Windsor, City of Fort Collins, and NFRMPO) are assumed to finalize land use assumptions for the model input. Our team has already contacted the primary modeler with the NFRMPO and our team will coordinate closely in developing future year forecasts for the operations analysis. The following scenarios will be used: No -Action with NFRMPO 2035 land use No -Action with revised 2035 land use Improved with NFRMPO 2035 land use Improved with revised 2035 land use DMJM Harris 12 All reasonable alternatives for design options, location and transportation system IAR management type improvements (such Policy Point Z as ramp metering, mass transit, and HOV facilities) have been assessed and provided for if curien fly justified, or provisions are included for accommodating such facilities if a future need is identified. Approach: Alternatives for the interchange have been screened during the North 1-25 EIS process. An Enhanced Preliminary Design will be prepared to fully document the Tight Diamond interchange and the interim ramp connections to the existing I-25 mainline. The intent will be to fully recognize the screening and stakeholder input that has already been conducted to arrive at the Tight Diamond interchange. Reference to other interchange types that have been screened through the EIS process will also be noted as appropriate, but will not be included if not consistent with the EIS. From a public standpoint, we understand the amount of "analysis" and "studies' that have already occurred. Our team will focus on not "reinventing" the project and keeping the process moving forward. The proposed access point does not have a significant adverse impact on the safety and IAR operation of the Interstate facility based on Policy Point3 an analysis of current and future traffic. The operational analysis for existing conditions shall, particularly in urbanized areas, include analysis of sections of Interstate to and including at least the first adjacent existing orproposed interchange on either side. Crossroads and other roads and streets shall be included in the analysis to the extent necessary to assure their ability to collect and distribute traffic to and from the interchange with new or revised access points. Approach: Building on our previous work, DMJM Harris will assess the effects of the interchange modifications on the existing highway system (including the need to expand both state and local roadways) and adjacent interchanges, and the level -of -service that will exist after the interchange modifications are added to the system. The logical termini for this analysis is assumed to be Harmony to the north and Crossroads to the south. The proposed western terminus is Larimer County Road 9 and the proposed eastern terminus is Larimer County Road 5. A VISSIM and/or Synchro model will f �A, --.-- City of Fort Collins/Town of Windsor 392 I-25/SH 392 1601 Study be developed to provide level -of -service and simulation of the interchange and surrounding roadway system The analysis will also include safety evaluation of the existing and future system and alternate routes with and without the proposed interchange modification. The proposed interchange will be designed to AASHTO, MUTCD, and CDOT standards and any waivers in standard design will be isolated and documented. The proposed access connects to a public road only and will provide for JAR aH traffic movemenls. Less than full Policy Point 4 - inlerr h ugra"' for spacial r>rrrposes �wcess for ir'ansil vehicles, lot HOv's, or into park and ride lots may be considered on a case -by -case basis. The proposed access will be designed to meet or exceed current standards for Federal -aid projects on the Interstate System. Approach: The project will provide full access thus minimal evaluation will be needed. By receiving written concurrence from FHWA and CDOT, this policy point will be met. The proposal considers and is consistent with local and regional land IAR use and transportation plans. Prior to Policy Point 5 final approval, all requests for new or revised access must be consistent with the metropolitan and/or statewide transportation plan, as appropriate, the applicable provisions of 23 CFR part 450 and the transportation conformity requirements of 40 CFR parts 51 and 93. Approach: By working with the NFRMPO, the City and Town planning departments early in the process, our team has established relationships and expectations that will continue through the project. We will validate and document consistently with the local and regional plans to satisfy this policy point. In areas where the potential exists for future multiple interchange additions, all IAR requests for new or revised access are Policy Point 6 supported by a comprehensive Interstate network study with recommendations that address all proposed and desired access within the context of a long-term plan. DMJM Harris 13 Approach: This section of the analysis will make reference to the North 1-25 EIS as the ongoing comprehensive interstate network study. Minimal analysis will be necessary. The request for a new or revised access generated by new or expanded IAR demonstrates appropriate develo ment Policy Point 7 ppmt coordination between the development and related or otherwise required transportation system improvements. Approach: DMJM Harris will closely coordinate with the potential development in the area including plans by Metro Acquisitions, LLC. A summary of the surrounding local transportation network that is planned to provide access to the development will be provided, including connections to frontage road relocation. The request for new or revised access contains information relative to the IAR planning requirements and the status Policy Point 8 of the environmental processing of the proposal. Approach: This section of the System Level Feasibility Study will be closely coordinated with the NEPA clearance that will also be underway during the analysis. A summary of the NEPA path and decisions at the time of the System Level Feasibility Study completion will be prepared in response to this Policy Point, DMJM Harris will work with CDOT and the Team Advisory Team to schedule and conduct briefings with the CDOT Transportation Commissioners prior to completion of the 1601 SLFS. These briefings will allow any questions to be answered prior to asking for formal action from the Commission. Our team will also schedule and conduct the presentation at the regular Transportation Commission meeting that is held the third Thursday of each month, tentatively scheduled in October 2008. B. Environmental Clearances An initial meeting with the CDOT RPEM will be conducted to further define the major environmental issues that are likely to need analysis on the project, Our team has already met with CDOT's RPEM and this scope of work makes basic assumptions on the level of analysis needed for each of the clearance actions identified on the CDOT Form 128. --- City effort Collins/Town of Windsor 392 1-25/SI 13921601 Study In large part, the necessary information has been gathered by the ongoing North 1-25 EIS, the SH 392 EOS, and the interchange improvement plan. This information will be gathered and compiled for necessary documentation for an anticipated documented Categorical Exclusion (Cat Ex). Our select subconsultant, EDAW, has a team of environmental professionals that have a thorough understanding of the ecology and natural resources found throughout the project area and are well - qualified to ensure all necessary evaluation is completed in accordance with NEPA and other local and federal environmental regulations. In the last several years, EDAW has completed numerous habitat and biological assessments within the project area, including the SH 392 Environmental Overview Study (EOS), the Fossil Creek Reservoir Resource Management Plan, and most recently, the 1-25/SH 392 Interchange Improvement Plan. EDAW also closely coordinated with the North 1-25 EIS CDOT Staff during the I-25/SH 392 Interchange Improvement Plan process to ensure that information in both documents coincided. Wetlands are present throughout the project area, and their evaluation is critical to the project. In 2007, EDAW evaluated the wetlands and hydrology and previous studies conducted at or near the project site. Previous mapping efforts have occurred at this site by the U.S. Department of the Interior, Fish and Wildlife Service National Wetland Inventory (NWI) (Windsor, Colorado Quadrangle 1996) and by Larimer County (Cooper and Merritt 1996), and a wetland delineation was conducted as part of the North 1-25 EIS. Using these preliminary efforts as a tool, EDAW's biologists will conduct a formal wetland delineation specific to this project. The delineation will follow the 1987 Wetland Delineation Manual to determine if hydrophytic vegetation, hydric soils, and wetland hydrology are present, and if there is connectivity to a traditional navigable water of the DMJM Harris 14 U.S., thus potentially "jurisdictional" and regulated under Section 404 of the Clean Water Act by the Army Corps of Engineers. In addition to wetland evaluation, EDAW is prepared to conduct the following analysis as necessary for environmental clearances. We will review and summarize the findings of existing studies, including: • SH 392 EOS • North 1-25 EIS • 1-25/SH 392 Interchange Improvement Plan • Fossil Creek Resource Management Plan • Duck Lake Restoration Plan As part of the Categorical Exclusion, these are potential environmental implications for the range of possible alternatives evaluated in the systems level analysis: • Wetlands • Special status species • Wildlife habitat • Water resources • Noise • Environmental contamination • Air quality • Cultural resources • Visual resources • Recreational resources We will identify and obtain the necessary per and approvals from federal and state agencies that will be required prior to construction of the transportation improvements. Permits that will need to be obtained, regulations that will require compliance include: • Clean Water Act • 404 Permit • 402 Permits • Stormwater Permit (National Pollutant Discharge Elimination System) • Municipal Permit • Dewatering Permit �. - --- City of Port Collins/Town Of Windsor 392 I-25/SH 392 1601 Study • 401 Permit • Hazardous Waste (PSI/SI) • Wetland Finding Colorado Division of Wildlife Senate Bill40 We will ensure compliance with additional regulations (lint guldr" and/or autholve the lmni golnant of the site's natural resources: • USFWS / Endangered Species Act • Migratory Bird Treaty Act • Bald and Golden Eagle Protection Act • Noxious Weeds as regulated by Larimer County Weed Control Districts and City of Fort Collins City Code • National Historic Preservation Act • Protection of Wetlands (Executive Order 11990) Our thorough knowledge of the project area's biology, resources, and applicable regulations will ensure that the proper screening, analysis, and documentation are completed efficiently. C. Enhanced Preliminary Design Our first step in preparing the Enhanced Preliminary Design will be to establish an updated one foot contour base map. Using the North 1-25 EIS concept design that has been established for the interchange as the start point, the design will be updated to reflect the stand alone interchange improvements that will be constructed as part of this project. The following critical issues that will be addressed in preparing the Enhanced Preliminary Design: Demonstrate the design is compatible with the mass transit options that are being considered or as part of the EIS. Currently the EIS is showing a single span bridge of 1-25. This single span bridge is approximately 210 feet in length and shows 1-25 shifted from the current alignment. Given this project is not intended to reconstruct 1-25 on the shifted alignment, the bridge initially constructed as part of this project will likely be a 2-span structure so that construction costs are not significantly higher We believe a 2-span structure is an efficient solution that should be explored to meet the future transit elements and the future shifted 1-25 alignment. DMJM Harris DMJM Harris