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Home My WebLink AboutRESPONSE - RFP - 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGSMay 21, 2014 Mr. Mike Breeze Mr. John Stephen, CPPO, LEED AP City of Fort Collins Purchasing Division 215 North Mason Street, 2nd Floor Fort Collins, Colorado 80524 purchasing@fcgov.com Re: Statement of Proposal 7638 Parking Structures Specifications and Drawings Dear Mike, John and Selection Committee Members: A little over a year ago, Martin/Martin, Inc. submitted our qualifications to the City of Fort Collins for the structural conditions assessment of the Civic Center and Old Town Parking Structures. We have enjoyed working with the City on that project and hope that the City feels the same. We would like to stress that we are highly motivated to continue our partnership with the City in providing safe and well maintained parking facilities to the people of Fort Collins, as we submit our qualifications and fees for the next phase of that work. We can honestly state that, at present, no other engineering firm knows the amount that we know about your parking garages. Not only have we performed the 2013 condition assessments and precast analysis calculations, but we designed the emergency repairs to the top surface of the Civic Center garage and designed the new exit onto the alley at the southeast corner of the Old Town garage. If you select Martin/Martin for this work, you not only get the trust, proactive communication, coordination, innovation and long‐term solutions we have shown you in the previous 12 months, but also the project benefits and cost savings incurred by hiring the same team to continue your parking garage work. We are aware of your current budgetary needs and feel we have addressed your concerns thoughtfully, coming up with the best plan for moving forward. Our approach section details work that should be completed first based on urgency and cost, and then further details future projects once resources are ready. If you have questions about our fees or would like us to explain or further adjust any items included as part of this package, please contact me. Again, we are very excited to continue our partnership with the City. I can be reached at 303.431.6100 x523, on my cell at 303‐324‐ 8339 or by email at bbromiel@martinmartin.com. Finally, we would like to state that we approach this proposal humbly, knowing you can choose any other engineering firm to continue this project. Our hope is that the experience included in our proposal, our references from similar work, and our previous experience working with the City of Fort Collins, would all sway you to again select Martin/Martin, Inc. Respectfully submitted, Ben Bromiel, PE John Lund, PE Senior Project Engineer/Investigative Engineering Principal/Investigative Engineering Attachments TABLE OF CONTENTS Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 1 Table of Contents Section 1 – Project Understanding ...........................................................................................................................Page 2 Section 2 – Approach ................................................................................................................................................Pages 3‐6 Section 3 – Deliverables ............................................................................................................................................Page 7 Section 4 – Team Profile ...........................................................................................................................................Page 8‐14 ‐ Overview ‐ Example of 5 Projects with References ‐ People ‐ Proposed Team Organization Section 5 – Schedule .................................................................................................................................................Page 15 Section 6 – Budget ....................................................................................................................................................Page 16 Appendix – Vender Statement..................................................................................................................................Page 17 Appendix – Examples of Deliverables .......................................................................................................................Page 18‐26 SECTION 1 – PROJECT UNDERSTANDING Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 2 Project Understanding Through our involvement with several projects at both parking garages during 2013, we developed a thorough understanding of the existing structural systems and current conditions of both garages. We are intimately aware of the structural repairs needed and waterproofing efforts recommended in the two assessment reports produced last year, as well as the calculations performed to determine the actual capacities of some of the more critically damaged areas on each garage. The Martin/Martin Investigations Group specializes in existing structures, and understands the challenges that property owners face trying to maintaining existing structures within the Rocky Mountain climate. We also understand the City’s desire to balance the need to protect their assets at the same time staying financially responsible within the previously allocated budget. Within our investigations group, we have specialized experience in parking garage assessment, repair, and maintenance, as well as the waterproofing of existing structures. Ben Bromiel leads our parking garage group while Kevin Dunham is in charge of the waterproofing division. 100% of their clients are trying to repair, protect, or maintain an existing structure as effectively as possible within a given budget. We work hard to maximize the benefit gained from the dollars spent for all of our clients and have successfully managed numerous projects similar to the Fort Collins parking garages year after year. We will provide the City of Fort Collins with the same great service necessary to meet the City’s needs. Our understanding of the wear and tear placed on parking garages in Colorado comes from and extensive amount of experience fixing them. Some recent example projects include:  Denver Performing Arts Center Garage Waterproofing  Cherry Creek Place III Parking Garage Investigation/Repair  Centerpoint II Garage Assessment  Terrace Building Parking Garage Evaluation and Repairs  Stanford Place II Parking Garage  240 S. Monaco Parking Garage Assessments (2)  675 South University Boulevard Parking Garage Assessment and Waterproofing  Humboldt Parking Garage at Exempla St. Joseph’s Hospital  Exempla St. Joseph’s West Campus Parking Garage  St. Joseph’s Hospital – Franklin Street Parking Garage  Peakview Tower Parking Garage Repairs  183 Inverness Parking Garage  950 South Cherry Garage Repairs  1001 17th Street Garage  Independence Plaza Parking Garage  AMLI Parking Garage Structural Condition Assessment  Torian Plum Parking Garage  Capitol Authority Parking Structure  Tamarac Office Park Parking Garage  Denver Corporate Center Parking Garage  770 Grant Parking Garage Structural Assessment  116 Inverness Garage  1900 Grant Street Parking Garage  300 Union Park Parking Garage  600 Grant Parking Garage  702 South 12th St Parking Garage Investigation for Repairs  15013 Denver West Pkwy Parking Garage Assessment SECTION 2 – APPROACH Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 3 Approach We know time is of the essence and the City of Fort Collins desires to secure a contractor as soon as possible to perform the temperature sensitive repairs and waterproofing efforts this year. Therefore, our initial efforts will focus on producing Construction Documents to be issued to contractors for bidding. The Construction Documents will only include the scope of work anticipated to be completed this calendar year in attempt to save time and consulting fees. Once the initial Construction Document phase is complete, we will move onto the next phases of the project. We will provide Bid Assistance to help the City acquire a qualified contractor to perform the repairs. Following the selection of a contractor, we will perform Construction Administration services, as well as spend time developing the Long‐term Maintenance Plans for each of the two garages. Throughout the remainder of this RFP response, we will refer to these different phases, for easier reference. Construction Documents: Knowing that the City has developed a multi‐year budget to address all of the items outlined in the previous assessment reports, we will tailor the content in our drawings for the 2014 calendar year to provide the most efficient use of your construction dollars. The Construction Documents will include all necessary plans, details, and specifications required to receive competitive bids from contractors for this year’s construction scope. We will first address the most critical repairs outlined on the precast analysis reports dated February 11, 2014 for the Civic Center and February 20, 2014 for the Old Town Garage. Next, we will allocate the remaining budget dollars to seal the vertical joints on the exterior of the buildings and the horizontal joints on the top (exposed) levels. The new sealant joints will protect the critical structural connections and limit additional damage to the primary structural elements that are scheduled to be repaired in 2015. In an effort to save time and costs, we will define the sealant scope of work for each garage with specifications that will be included directly on the drawings. We will specify materials and products that not only are appropriate for the vertical and horizontal applications, but also will be compatible with future work planned for at each garage. The horizontal sealant products will likely differ between garages since it is recommended to place a traffic coating on the top level of the Old Town garage and a penetrating sealer at the Civic Center. To ensure we use the entire allocated budget and gain the maximum benefit for each dollar spent, we will prioritize the construction efforts in a work list to be included on the Construction Documents. The documents will clearly outline the most critical work items and their associated quantity and list them as the items to be performed under the “Base Bid” for each garage. The previously discussed budget you have allocated for this work will be taken into consideration when defining the Base Bid work items and quantities. We will also include in the Construction Documents, “Add Alternates” for items to be performed as this year’s budget allows. These additional work items and quantities will be clearly outlined in the construction documents in order to obtain prices for the work during the bidding stage. For an example of how the Base Bid and Add Alternate work lists and associated plans will appear, please see the attached example project in Appendix A of this document. SECTION 2 – APPROACH Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 4 Based on our knowledge of the current conditions at both garages as well as the remaining 2014 budget dollars to be spent for each garage, we anticipate the Base Bid and Add Alternates to be outlined as follows. 2014 Civic Center construction scope: Base Bid:  Repair cracked spandrel at snow removal location outlined in the precast analysis report.  Install protective coating to repaired spandrel at snow removal location.  Replace the failed connections along the double tees where snow is stored.  Replace vertical building sealants around the building perimeter.  Replace horizontal sealants between double tees on the 5th level.  Replace cove joint sealants at vertical to horizontal interfaces on the 5th level.  Install a penetrating silane sealer to the slab on the 5th level. Add Alternates:  Replace horizontal sealants between double tees on the exposed portions of the 4th level.  Replace cove joint sealants at vertical to horizontal interfaces on the exposed portions of the 4th level.  Install a penetrating silane sealer to the slab on the exposed portions of the 4th level. 2014 Old Town construction scope: Base Bid:  Repair cracks to critical structural members outlined in the precast analysis report.  Replace horizontal sealants directly above repairs.  Replace cove joint sealants directly above repairs.  Replace vertical building sealants around the building perimeter. Add Alternates:  Repair as many concrete delaminations in the slab of the top level that the remaining budget allows for. To expedite the production of our Construction Documents, we will use our field notes and knowledge from our 2013 assessment to begin the drawings and specifications immediately following the notice to proceed. We will then have our respective parking garage and waterproofing experts visit the site to estimate the quantities for the various work items and make sure the necessary details have been included. Bid Assistance: We will prepare a bid form for the City to issue for a public bid or to select qualified Contractors requesting prices for each work item listed on the repair documents. This bid form will be completed by each bidder, and will allow for direct comparison of each bidders’ price. Our Investigative team deals extensively with contractors that specialize in the repair, restoration, and waterproofing industry. We have very good relationships with several contractors in the area that are qualified to perform the work at your two garages. We will provide references to the City for the contractors that we would recommend for this specific type of work. We will attend a pre‐bid meeting on‐site with potential bidders to outline the nature and scope of repairs. After the City receives the bids, we will help review them to make sure they are responsive to the project requirements. We will evaluate the qualifications, bids, and schedules received, and provide our recommendation to the City as to which contractor we believe would provide the best end product. If needed, we can SECTION 2 – APPROACH Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 5 produce a bid summary sheet for comparison of each work item from each responsive bid. Construction Administration: Once a contractor is selected, we will conduct a preconstruction meeting with the winning Contractor. We will perform up to two site visits during the 2014 construction efforts to observe the progress of construction and verify approximate quantities of work complete. Following each site visit, we will issue a field observation report complete with our observations and any action items discussed with the contractor during the site walk. In an effort to save costs for the City, we have assumed that both garages will be visited during each site visit date. If needed, we will review Contractor submittals, respond to substitution requests and answer RFI’s. If requested by the City, we will review Contractor’s Change Orders and Pay Applications and provide comments based on the completed work quantities observed during our site visits. Long‐term Maintenance Plans: The City has expressed their desire to have a custom maintenance plan for each garage. Our experience in the parking garage repair market is that maintenance plans range in their complexity depending on the Owner’s desires. They can be as simplistic as a bullet point task list, or more complex including detailed instructions on how to care for the particular materials on site with time and cost estimates for when future repairs should be anticipated. It is our understanding from previous discussions that you would like the custom plans for these two garages to be of the more in‐depth variety. In addition we are aware of your desire to focus on the individual snow removal plans and guidance on how to maintain the specific materials and conditions of each garage. Martin/Martin is well equipped to provide a thorough maintenance plan for each garage complete with all the specific recommendations you will need to proactively maintain your individual garages considering the specific materials used to repair/waterproof each structure. Appendix B shows a few pages from a detailed maintenance plan that we produced previously for your review. The most useful maintenance plans are those that are updated on a regular basis to document any changes that have occurred to the structure and waterproofing elements. Since the City has outlined a multi‐year approach for the repairs and waterproofing of the two garages, we recommend that the initial plan outline be produced during the first year with specific sections developed further along than others. For example, the snow removal portion of the plans should be completed in their entirety during this year’s efforts, however, the “recent repairs” and “future maintenance timeline” sections can be updated in future years when more of the 2013 assessment report recommendations have been completed. We believe that this approach will allow for the best use of the City’s funds over a multi‐year timeframe. It also allows the original cost estimates for the overall maintenance plans listed in the initial assessment reports to be spread out over several years. SECTION 2 – APPROACH Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 6 Our first task during the development of the maintenance plans will be to determine an acceptable snow removal plan for each garage. We will meet with the City of Fort Collins Streets Department to obtain information from them regarding the types of snow removal equipment that they currently have available for use. Factoring in the sizes and weights of this equipment, along with the structural capacity from our previous analysis, we will develop recommendations for a custom snow removal plan for each garage. The snow removal portions of the maintenance plans will outline specific methods and procedures to be used to remove snow and ice from the exposed levels of the garages. It will define the capacity of the structure, outline what size of snow removal equipment is acceptable, and offer acceptable locations and sizes of snow storage stockpiles. In an effort to save the City money, we have based our fee estimates on the assumption that both structures can be addressed in one meeting with the Streets Department with follow‐up phone conversations and/or emails as required. SECTION 3 – DELIVERABLES Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 7 Deliverables Our deliverable for this year’s scope of work will consist of a single Construction Document Bid Package, as well as the initial Long‐term Maintenance Plans (including snow removal plans) for both garages. Construction Documents: The Construction Documents will include plans, details, and specifications as needed to define the work for a competitive bid. We will outline specific work items with itemized quantities for each type of work to be performed at each garage. There will be one set of drawings put out to bid to the contractors, however, the scope of work and associated work lists for each garage will be separated to allow the City to fund the construction at each of the two structures separately. We will use the most up to date version of Revit to produce these documents. Long‐term Maintenance Plans: The portions of the Long‐term Maintenance Plans to be completed in 2014 will consist of site specific snow removal instructions as well as various checklists so that on‐site maintenance personnel can perform quick reviews of what items have been completed periodically throughout the year. The final maintenance plans will include recommendations on implementing routine maintenance items that can be performed on an annual basis by on‐site maintenance personnel. They will further outline preventative maintenance items that should be budgeted for considering a multi‐year recurrence interval in order to prolong the structural integrity and maintain the waterproofing elements. These portions of the plan will be produced in outline form during 2014 with initial recommendations and updated in future years when additional repairs and waterproofing efforts have been completed. Examples of Martin/Martin’s Construction Documents and Maintenance Plans appear in the appendices of this proposal. SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 8 Team Profile Overview Martin/Martin’s Investigative Team focuses on the evaluation and repair of existing buildings for clients such as Government Entities, Property Managers, Homeowners Associations, Building Owners, Architects, Attorneys, Contractors and Insurance Agencies. Martin/Martin’s engineers actively apply knowledge and lessons learned from the structural design of new and renovated projects to their investigative work. Our engineers enjoy working closely with our clients to develop strategies that will be economical and meet the needs of the building owners and users. Martin/Martin’s Investigative Team prepares surveys, reports, cost estimates and repair documents for consultation, maintenance plans, permitting, and negotiation during bidding and construction. We also provide on‐site observations during the execution of repair work. Our work on condition assessments includes:  Site investigation  Review of construction documents  Code compliance review  Recommendations for testing or additional studies  Repair recommendations  Cost estimates  Long‐term maintenance plans Capacity and Experience Martin/Martin has a staff of over 190 in our Lakewood and Edwards, Colorado; California Bay Area; Albuquerque, New Mexico; and Cheyenne, Wyoming, offices. This capacity gives us the flexibility to address projects of all sizes. Our staff includes:  14 Investigative Engineers  145 total engineers, 50 with advanced degrees  106 registered professional engineers; 4 registered professional land surveyors  34 LEED Accredited Professionals; 130+ LEED Projects  72 employees with the firm 10+ years  Registrations in 43 states & DC; Alberta, British Columbia, Manitoba, Ontario & Yukon, Canada Martin/Martin personnel have completed a wide variety of facility condition assessment projects and repair investigations on parking garages including recent investigative work on the Fort Collins’ Civic Center Parking Structure and the Old Town Parking Structure. SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 9 Examples of 5 Projects with References Denver Center for the Performing Arts Parking Garage Denver, Colorado Martin/Martin has completed a series of small projects at this 35‐year‐old parking garage that serves the Performing Arts Center. We have conducted an overall facility assessment, emergency repairs, and targeted structural and waterproofing repairs. Martin/Martin prepared Construction Documents for repairs and waterproofing of the entire top level. Contractors were selected for the small projects by low bid from a pre‐approved on‐call list. A public bid was held for the top deck waterproofing. Reference: Ms. Elizabeth Hamilton, Elizabeth.Hamilton@denvergov.org Denver Public Works (720) 913‐8814 Cherry Creek Place III Garage Repairs and Waterproofing Denver, Colorado Martin/Martin’s engineers have observed the conditions of the garage over a 2.5 year time period, and issued repair drawings. Additional site visits and investigations were required to determine the severity of the advanced deterioration to the double tee stems. Martin/Martin developed three schematic design options to obtain preliminary pricing estimates including the design of the new concrete columns and footings to support the deteriorated double tee stems. Our engineers coordinated with the contractor to obtain pricing options. Martin/Martin designed new 8” CMU infill between columns to be able to create a storage room behind the new columns. Additional services included documentation for formal pricing, site visits during construction (always followed by a Field Observation Report), review of submittals and rebar shop drawings. Reference: Mr. Don Schmitt, Don.Schmitt@am.jll.com Jones Lang LaSalle Americas, Inc. (303) 217‐7948 Centerpoint II Parking Garage Assessment and Report Denver, Colorado Martin/Martin’s structural investigative engineers reviewed the original structural drawings for the parking garage to become familiar with the framing and details of the original construction. They performed a thorough, visual, structural examination of the parking garage where they located cracks in concrete slabs and walls, signs of structural distress, poor drainage, and other problems potentially affecting the safety, durability, maintenance, or performance of the garage. In addition, Martin/Martin’s engineers performed a limited chain‐drag survey of the top slab to identify delaminations that may not be visually apparent. At the conclusion of the work, our engineers produced an engineering report outlining findings and general recommendations for repairs or maintenance of the deteriorated areas. The report included an evaluation of the severity of the conditions observed, and an engineer’s opinion of the rough order of magnitude for construction costs associated with the repairs, allowing the owner the ability to determine and prioritize the work to be performed over the next several years. Reference: Mr. Wayne Larsen, waynel@unicoprop.com Unico Properties LLC (720) 917‐9522 SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 10 Terrace Building Parking Garage Ongoing Investigations Greenwood Village, Colorado Structural evaluation for a parking garage containing one parking level at grade and one elevated parking level. The elevated level consists of precast double‐tees supported by precast inverted tee beams, spandrel beams, or cast‐in‐place concrete retaining walls. Martin/Martin reviewed the original drawings, performed further observations and prepared a final report. The final report outlined recommendations for structural repairs and/or modifications to the expansion joint and deteriorated areas of concrete. Martin/Martin created construction documents for the recommended repairs, developed a bid form, and performed Construction Administration services during construction. At the completion of the repairs, Martin/Martin’s survey group was engaged to perform long‐term monitoring of the repairs and garage movements. Reference: Mr. JR Loyd, JR.Loyd@cbre.com CBRE – Greenwood Village (720) 407‐6581 Stanford Place II Parking Garage Denver, Colorado This 3 year project included structural repairs to columns, double tee beams and the top parking surface, as well as waterproofing efforts to prolong the life of the structure and protect the structural repairs performed. Martin/Martin designed drainage improvements for level A to reduce the impact on the structure of the water and ice that accumulates at the building entry on this level. The parking garage remained open to vehicles during the investigation/design phase. Martin/Martin developed the documents to include base bid items and add alternates for pricing and attended a pre‐bid meeting with potential bidders to outline the nature and scope of repairs. Project included construction documents, bidding and construction administration. Reference: Mr. Scott Hogy, RPA, Scott.Hogy@cbre.com CBRE – Denver (303) 694‐4650 Client Quotes: "We feel very confident in Martin/Martin's thorough investigation to determine the cause of the problems with our parking garage and their ability to manage the project to correct these issues with great integrity." ‐ JR Loyd, CBRE "The team at Martin/Martin engage in open discussions keeping the best interest of the owner in mind. It is a pleasure to work with an industry leader who is knowledgeable, dependable and realistic with their approach.” ‐ Chris English, Western Waterproofing SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 11 People BEN J. BROMIEL, PE Senior Project Engineer, Structural Investigative Engineering Mr. Bromiel has been involved in the structural design of a wide variety of structures from Experience:concept design through construction administration. Within the Structural Department Investigative Team, he specializes in structural assessments and repairs of parking garages. Mr. Bromiel has performed detailed investigations and prepared reports and repair documents for numerous existing structures. His project experience includes a wide variety of parking garage investigations including recent investigations at both Fort Collins’ Parking Garages. Representative projects include:  City of Fort Collins Civic Center and Old Town Parking Structures (2) Assessments Fort Collins, Colorado  Denver Performing Arts Center Garage Waterproofing Denver, Colorado  Cherry Creek Place III Parking Garage Investigation/Repair Denver, Colorado  Centerpoint II Garage Assessment Denver, Colorado  Terrace Building Parking Garage Investigations and Repairs Greenwood Village, Colorado  Stanford Place II Parking Garage, Denver, Colorado ‐ DSGAA Generator Addition Conditions Assessment ‐ Investigation for Repairs ‐ Construction Administration  Staples Parking Garage Maintenance Manual Broomfield, Colorado  Denver Corporate Center Parking Garage Investigation for Repairs Denver, Colorado  675 South University Boulevard Parking Garage Assessment (House of Rothschild) Denver, Colorado  Belleview Avenue Parking Garage Condition Assessment Greenwood Village, Colorado  1099 Eighteenth Street Parking Garage Structural Assessment Denver, Colorado  7535 East Hampden Avenue Parking Garages Denver, Colorado  Denver Museum of Nature and Science Parking Garage Investigation for Repairs Denver, Colorado  Exempla St. Joseph Hospital, Denver, Colorado ‐ Humboldt Parking Garage Evaluation and Repairs ‐ Midtown/Medpark Demolition Drawings ‐ West Campus Parking Garage Evaluation and Repairs  Kaiser Franklin, Denver, Colorado ‐ Parking Garage Evaluation and Repairs  Level 3 Parking Garage Investigation for Repairs Broomfield, Colorado  Tamarac Office Park, Denver, Colorado ‐ Evaluation of (3) Parking Garages for Buildings 3515, 3525, & 3545 ‐ Exterior Remodel Design Services Education: Georgia Institute of Technology, MS Civil Engineering, 2001 University of Illinois, BS Civil Engineering, 1999 Confined Space SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 12 JOHN S. LUND, PE Principal, Investigative Engineering Mr. Lund provides comprehensive investigation and analysis of structural components including facility renovations, expansions, structural failures, moisture intrusion and material deterioration. Experience includes foundation failure, soil/structure interaction, roof and building collapse, defective construction, code compliance, product failures, drainage problems, and structural damage due to wind, snow, flood, fires, impact and explosions. During the course of his structural investigations, Mr. Lund has developed and implemented various testing and monitoring programs. He has performed load tests on structural components and systems to determine load carrying capacities, deflections, stresses and failure modes. His extensive analysis and design experience enables him to analyze and design repairs for a wide variety of structural problems and failures. Mr. Lund has been with Martin/Martin since 1988 and manages Martin/Martin's Structural Investigations Group where he leads a team of investigative engineers. Representative project experience includes:  1001 17th Street Garage, Denver, Colorado  116 Inverness Garage, Englewood, Colorado  1670 Broadway Parking Garage, Denver, Colorado  183 Inverness Parking Garage, Englewood, Colorado  1900 Grant Street Parking Garage, Denver, Colorado  300 Union Park Parking Garage, Lakewood, Colorado  3151 South Vaughn Way Parking Garage, Aurora, Colorado  600 Grant Parking Garage, Denver, Colorado  693 Urban Court Parking Garage, Lakewood, Colorado  675 South University Boulevard Parking Garage Assessment, Denver, Colorado  702 South 12th Street Parking Garage Investigation for Repairs, Golden, Colorado  770 Grant Street Parking Garage Structural Condition Assessment, Denver, Colorado  15013 Denver West Parkway Parking Garage Condition Assessment, Golden, Colorado  AMLI at Inverness Structural Condition Assessment of Parking Garage, Greenwood Village, Colorado  Capitol Authority Parking Structure, Denver, Colorado  Centerpoint II Garage, Denver, Colorado  Cherry Creek Place III Parking Garage Investigation for Repairs, Aurora, Colorado  City Market Parking Garage, Vail, Colorado  Denver Corporate Center Parking Garage, Denver, Colorado  Park Central Parking Garage, Denver, Colorado  Peakview Tower Parking Garage, Centennial, Colorado  St. Joseph Hospital – Franklin Street Parking Garage, Denver, Colorado  Staples Parking Garage, Broomfield, Colorado  Tamarac Office Park Parking Garage, Denver, Colorado  Terrace Building Parking Garage Ongoing Investigations, Greenwood Village, Colorado  United Bank Parking Structure, Denver, Colorado Education: B.S. Architectural Engineering, University of Texas, Austin, Texas, 1982, emphasis in structural engineering Registrations: Professional Engineer – Colorado, Alabama, Louisiana, Mississippi, New Jersey, South Dakota, Texas, Wisconsin, Wyoming Affiliations: American Concrete SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 13 KEVIN S. DUNHAM, PE Associate, Structural Engineering Mr. Dunham has experience in engineering design, project management, analysis, investigation and renovation of various projects including many different garage projects. His investigations have included assessment of current conditions, investigations for repairs, maintenance programs for upkeep and waterproofing. Additionally, he has been responsible for the structural and waterproofing design of numerous commercial, residential and industrial buildings. He has extensive experience evaluating and diagnosing water intrusion issues related to coatings, sealants and flashings on all types of buildings including mid and highrise structures using rope access. He also has experience in the repair of water damaged building elements including walls, decks, plazas, windows and roofs. His investigative and design experience combined with his educational background enable him to analyze and design repairs for a wide variety of waterproofing/structural problems and failures. Mr. Dunham’s experience includes the following projects:  City of Fort Collins Civic Center and Old Town Parking Structures (2) Assessments Fort Collins, Colorado  1801 Wynkoop Parking Garage Investigation and Repair Denver, Colorado  455 Sherman Street Garage, Denver, Colorado Structural evaluation, analysis, and design of repairs to post‐tension parking garage  675 South University Boulevard Parking Garage Assessment Denver, Colorado  15013 Denver West Parkway Parking Garage Condition Assessment Golden, Colorado  12300 W. Dakota Avenue Parking Garage Investigation for Repairs Lakewood, Colorado  Belleview Avenue Parking Garage Condition Assessment (8200 E. Belleview Avenue) Greenwood Village, Colorado  Denver Museum of Nature and Science Parking Garage Investigation for Repairs Denver, Colorado  Denver Performing Arts Complex Parking Garage, Denver, Colorado Structural analysis and concrete repairs.  Great‐West Life & Annuity Insurance Company Parking Garage 1 Assessment Greenwood Village, Colorado  Majorca Condominiums Garage Investigation Denver, Colorado  St. Joseph’s Franklin Street Garage, Denver, Colorado Structural evaluation, analysis, and design of repairs to existing post‐tension parking garage  UCAR Experience: ‐ Building CG‐2 Garage, Broomfield, Colorado ‐ Building CG‐1 Parking Garage Repairs  GSA David Skaggs Research Center (NOAA Laboratory Facility), Boulder, Colorado Investigate and provide repair recommendations for stone veneer and entry plazas  Iron Flats v. AAA Waterproofing, Boulder, Colorado Expert witness for defense for below grade waterproofing  National Park Service Building, Lakewood, Colorado Investigation of the brick veneer and ribbon window systems Education: Metropolitan State College of Denver, BSCE, 1997 Registrations: Professional Engineer – Colorado 37194 Alabama 27326 Affiliations: SECTION 4 – TEAM PROFILE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 14 Proposed Team Organization City of Fort Collins Ben Bromiel, PE Project Manager & Investigative Garage Specialist Kevin Dunham, PE Associate/Waterproofing John Lund, PE Principal/Team Lead Additional Staff 12 Additional INV Engineers Team Lead: The individual responsible for internal staffing, scheduling, expert consultation on concrete repair, work plan and project oversight. Project Manager: The individual responsible for overseeing the daily engineering tasks, meetings, reports, and main point of contact for the City of Fort Collins Waterproofing Design: Coordinating with the project manager, he will be responsible for making sure all waterproofing measures are met. Martin/Martin’s Investigative (INV) staff is one of the largest in the state, offering this project extensive resources if necessary. SECTION 5 – SCHEDULE Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 15 Schedule Construction Documents: Provided we receive the notice to proceed on or before June 9, 2014, we will complete the Bid Documents and provide them to the City of Fort Collins on or before Friday June 20, 2014. Bid Assistance: We are available to begin assisting the City of Fort Collins in the bid process immediately following the completion of the Construction Documents. The length of this phase will vary depending on the City’s chosen methods and procedures in acquiring a contractor. We are available at a moment’s notice to help the City meet their desired schedule. Construction Administration: The timeframe for these services are heavily dependent on the length of time it takes the City to secure a Contractor as well as the Contractor’s available start date. We will attend the pre‐construction meeting within two weeks prior to the Contractor’s proposed start date. We will coordinate our site visits with the Contractor based on their anticipated schedule and are available to visit the site within a day’s notice. Long‐term Maintenance Plans: We will begin production of the maintenance plans after the Bid Documents are completed. This work can be performed simultaneously during the bidding process and subsequent construction period. We will meet with the Streets Department early in this process and ensure the snow removal portions of the plans are completed in time to implement any recommended changes to the current procedures before the 2014‐2015 snow season. Once a contractor has been awarded the contract for the Base Bid and any Add Alternates chosen for 2014, we will complete the remaining outline sections of the plans discussed above. SECTION 6 – BUDGET Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 16 Budget Martin/Martin acknowledges receipt of Addendum 1. As requested, our fees have been broken down for each of the two garages. Further breakdowns for the various phases on each garage have been included based on the scope of services and approach outlined above. All of the fees listed are considered lump sum costs for the particular phase shown. Civic Center Parking Structure: Construction Documents* ‐ $5,500 Bid Assistance ‐ $1,800 Construction Administration ‐ $2,700 Long‐Term Maintenance Plan** ‐ $3,500 Sub‐total for Civic Center ‐ $13,500 Old Town Parking Structure: Construction Documents* ‐ $3,000 Bid Assistance ‐ $1,800 Construction Administration ‐ $2,700 Long‐Term Maintenance Plan** ‐ $3,000 Sub‐total for Old Town ‐ $10,500 Total price for RFP response = $24,000 * Please note that the Construction Documents and Bid Assistance phases of each garage will be performed simultaneously, however, we have allocated portions of our fee to each structure to aid in your management costs associated with each asset. **In attempt to best utilize the City’s funds over a multi‐year timeframe, we have placed fees associated with the development of the snow removal plans and the initial maintenance plan outline into this year’s proposal. Fees to update the maintenance plans in subsequent years after additional repairs are completed will be addressed in future proposals. This approach allows the original cost estimates for the overall maintenance plans listed in the initial assessment reports to be spread out over multiple years. If requested, Additional Services can be provided for fees that are based on the rates and charges listed below. Title Rate Principal ............................................................. $165.00 Associate ............................................................ $145.00 Sr. Project Engineer ........................................... $135.00 Project Engineer ................................................. $115.00 Professional Engineer ........................................ $105.00 Engineer EIT II ....................................................... $95.00 Engineer EIT I ........................................................ $85.00 Investigative Tech II ........................................... $110.00 Sr. CAD Operator/CAD Tech ................................ $90.00 Project CAD Operator/CAD II ............................... $75.00 CAD Operator/CAD I ............................................ $65.00 Administrative ...................................................... $65.00 Engineer Intern .................................................... $50.00 APPENDIX A – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 18 The following is an example of a small section of Martin/Martin’s Construction Documents, Base Bid and Alternates: APPENDIX A – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 19 APPENDIX A – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 20 APPENDIX A – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 21 APPENDIX B – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 22 The following example is a section from a Martin/Martin Parking Garage Maintenance Plan: APPENDIX B – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 23 APPENDIX B – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 24 APPENDIX B – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 25 APPENDIX B – EXAMPLE DELIVERABLES Proprietary Information Statement of Proposal to the City of Fort Collins 7638 PARKING STRUCTURES SPECIFICATIONS & DRAWINGS 26 ASTM International – Committee E06 (Performance of Buildings) Exterior Design Institute Certification Historic Preservation Commission (City of Brighton) International Concrete Repair Institute Sealant Waterproofing and Restoration Institute Structural Engineers Association/Colorado Availability: 45% Commitment Necessary: 25% Institute (ACI) ‐ Chairman, Committee 546 – Repair of Concrete; Member, Committee 364 – Rehabilitation; Member, Committee E706 – Concrete Repair Education; Member, TAC Repair and Rehabilitation Committee American Institute of Steel Construction (AISC) International Concrete Repair Institute (ICRI) Availability: 30% Commitment Necessary: 10% Training Training: Ground Penetrating Radar (GPR) Registrations: Professional Engineer – Colorado Affiliations: American Council of Engineering Companies (ACEC) Chi Epsilon Availability: 60% Commitment Necessary: 40%  City Market Parking Garage  4601 DTC Parking Garage  Denver Health & Hospital Authority Parking Garage Repairs