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HomeMy WebLinkAboutRFP - 8318 CM/GC FOR COLLEGE & PROSPECT INTERSECTION IMPROVEMENTS (2)RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 1 of 27 REQUEST FOR PROPOSAL 8318 CM/GC SERVICES FOR COLLEGE & PROSPECT INTERSECTION IMPROVEMENTS The City of Fort Collins is requesting proposals from qualified Contractors for Construction Manager/General Contractor (CM/GC) services related to the construction of the College and Prospect Intersection Improvements. As part of the City’s commitment to Sustainable Purchasing, proposals submission via email is preferred. Proposals shall be submitted in a single Microsoft Word or PDF file under 20MB and e-mailed to: purchasing@fcgov.com. If electing to submit hard copy proposals instead, five (5) copies, will be received at the City of Fort Collins' Purchasing Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals must be received before 3:00 p.m. (our clock), June 10, 2016 and referenced as Proposal No. 8318. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Please note, additional time is required for bids mailed to the PO Box to be received at the Purchasing Office. The City encourages all Disadvantaged Business Enterprises (DBEs) to submit proposals in response to all requests for proposals. No individual or business will be discriminated against on the grounds of race, color, sex, or national origin. It is the City’s policy to create a level playing field on which DBEs can compete fairly and to ensure nondiscrimination in the award and administration of all contracts. A pre-proposal meeting with representatives of prospective proposers will be held on Thursday, May 26, 2016 at 3:00 PM, located in the Operation Services Training Room which is on 2nd Floor at 300 LaPorte Ave, Building B, Fort Collins, CO 80521. PARTICIPATION IS STRONGLY ENCOURAGED. Questions concerning the scope of the bid should be directed to Dan Woodward, Civil Engineer II, at (970) 416-4203 or dwoodward@fcgov.com Questions regarding bid submittal or process should be directed to Elliot Dale, Buyer at (970) 221-6777 or edale@fcgov.com. All questions must be submitted in writing via email to Dan Woodward, with a copy to Elliot Dale, no later than 5:00 PM our clock on June 2, 2016. Questions received after this deadline will not be answered. A copy of the RFP may be obtained at www.rockymountainbidsystem.com. The City of Fort Collins is subject to public information laws, which permit access to most records and documents. Proprietary information in your response must be clearly identified and will be protected to the extent legally permissible. Proposals may not be marked ‘Proprietary’ in their entirety. All provisions of any contract resulting from this request for proposal will be public information. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 2 of 27 The City of Fort Collins has adopted a new Dust Prevention and Control Manual: http://www.fcgov.com/purchasing/pdf/dust_prevention_control_manual.pdf. All operations conducted under this Agreement shall be performed in accordance with the stated procedures and requirements. New Vendors: The City requires new vendors receiving awards from the City to fill out and submit an IRS form W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com/purchasing under Vendor Reference Documents. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. The City of Fort Collins reserves the right to reject any and all proposals and to waive any irregularities or informalities. Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other state and local governmental agencies, political subdivisions, and/or school districts to utilize the resulting award under all terms and conditions specified and upon agreement by all parties. Usage by any other entity shall not have a negative impact on the City of Fort Collins in the current term or in any future terms. Sustainability: Consulting firms/teams participating in the proposal are to provide an overview of the organization’s philosophy and approach to Sustainability. In no more than two (2) pages please describe how your organization strives to be sustainable in the use of materials, equipment, vehicles, fuel, recycling, office practices, etc. The City of Fort Collins incorporates the Triple Bottom Line into our decision process by including economic (or financial), environmental, and social factors in our evaluation. The selected Service Provider shall be expected to sign the City’s standard Agreement without revision prior to commencing Services (see sample attached to this Proposal). Sincerely, Gerry S. Paul Purchasing Director RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 3 of 27 8318 CM/GC SERVICES FOR THE COLLEGE & PROSPECT INTERSECTION IMPROVEMENTS I. PROJECT SCOPE OF WORK AND REQUIREMENTS A. General Information The City of Fort Collins is requesting proposals from qualified Contractors for Construction Manager/General Contractor (CM/GC) services related to the construction of the College and Prospect Intersection Improvements. The City recently completed a traffic analysis study of the Prospect and College intersection taking into account both City and CSU projected growth. The study found that the current Average Daily Traffic (ADT) for the intersection is approximately 70,000 vehicles per day. Based on this study, the need for an additional westbound left turn lane as well as extending the current eastbound right turn lane were identified. CSU is also in the process of expanding their campus at the intersection of Prospect and College. As part of their expansion they are required to provide infrastructure improvements on the northwest corner of the intersection. The improvements include a southbound right turn lane with porkchop island, an additional eastbound left turn lane, a bus pullout on the westbound leg of Prospect as well as a raised median from the railroad tracks to the intersection of College Avenue. The College and Prospect Intersection Improvements are based on preliminary intersection and drainage plans that are available in Attachment 1. At this time, it is anticipated that CSU and their contractor will be responsible for constructing the areas on the northwest corner of the intersection, as identified in Attachment 2 – Scope of Work Diagram. Through a partnership with CSU, the City is anticipating performing work in the intersection in conjunction with CSU and may construct some of CSU’s required improvements. The City will be responsible for the remainder of the work identified in the intersection. The final scope-of-work for each owner is anticipated to be defined through negotiations and discussions by the end of August. This RFP shall cover construction management and general contractor services for all of the work identified above and in Attachment 2 – Scope of Work Diagram. The Prospect Road and College Avenue intersection is significant to the City of Fort Collins for many reasons, including the following:  Prospect Road is a heavily travelled route from Fort Collins to I-25  Prospect Road and College Avenue is a major arterial intersection with several developments in the area currently under construction  Prospect Road is the main entrance to CSU  Several existing Transfort routes traverse the intersection  Proximity to the MAX transportation system and CSU facilities RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 4 of 27 The City Utilities Department currently has several deficiencies in their stormwater network within the project area that will be included with this projects scope of work. Extensive coordination of work phasing and design features will be required throughout the project. Stormwater work may include but is not limited to trenching, pipe replacement/bursting, utility realignments crossing College Avenue, storm sewer and water lines (refer to the above referenced drainage plans). The existing pipe is approximately 15” in diameter and will be replaced as shown in the referenced plans. For the purposes of this RFP, the contractor may assume, and price, reinforced concrete pipe (RCP). However, the City is interested in using alternative pipe materials and construction techniques in order to minimize construction and schedule impacts. The contractor is encouraged to discuss innovative approaches (including trenchless technologies) to replacing and upsizing this deficient pipe. City funds will be used for the design, right-of-way acquisition and construction of the improvements. The anticipated “total” project budget is approximately $4,000,000 including Right-of- Way (ROW), design and construction. The prioritized Project Goals for the project have been determined to be: 1. Complete the Project by July of 2017 2. Maximize operational and infrastructure improvements within the set project budget 3. Minimize inconvenience to the traveling public, businesses and property owners during construction 4. Provide strong urban design that responds to the interests of the stakeholders 5. Develop a collaborative relationship with adjacent CSU project to minimize project and owners’ risks The Contractor should address their approach to accomplishing these goals. B. Project Status The City entered into a contract with Wilson & Company to provide the final engineering design for the College and Prospect intersection and to provide consultant support services for the CM/GC process. The following general timelines for design milestones are as follows: 30% Design Submittal June 30, 2016 65% Design Submittal August 18, 2016 90% Design Submittal October 20, 2016 Construction NTP January 2017 (right-of-way dependent) Right-of-way acquisition is in process for the entire project limits. It is anticipated that the City will have right-of-way acquired by December of 2016. As parcels are acquired, work may be authorized by the City of Fort Collins and the contractor may begin operations in these areas with written permission. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 5 of 27 C. CM/GC Scope of Work CM/GC is a contracting method that involves the contractor in the design process. The selected CM/GC will be required to enter into a Services Agreement – Work Order type. The City anticipates award of separate Work Orders for each phase of the project including; 1) Preconstruction Support Services; and 2) Construction Services. The intent is to form a partnership with the City of Fort Collins (the owner), the designer working for City of Fort Collins (Wilson & Company), and the contractor. The focus is on a partnership and a collaborative design development to minimize risk, improve the construction schedule, promote innovation, and a cost efficient construction. 1. Preconstruction Support Services The CM/GC team relies on the expertise of the contractor to deliver a better product in less time and at a cost competitive with traditional design-bid-build construction processes. The contractor is required to provide the following expertise during the Preconstruction Support Services Phase of the project:  The skills and knowledge to estimate the quantities of materials, labor, and equipment needed to construct the project.  The skills and knowledge to determine the tasks (work breakdown structure) needed to complete the project and estimate the costs, duration, and sequence of these tasks.  An understanding of the availability, cost, and capacities of materials, labor, and equipment.  The skills and knowledge to identify potential risks (including cost risks) and methods to mitigate them during the design process.  The skills and knowledge to determine constructability of various designs and to develop construction phasing and maintenance of traffic schemes for various designs.  The skills, knowledge and experience to address storm sewer construction and phasing and the ability to evaluate the feasibility of all types of storm sewer construction techniques. The contractor should be able to discuss the viability of new and innovative pipe replacement technologies including trenchless technologies.  The skills, knowledge and experience necessary to coordinate the project work with anticipated utilities conflicts and relocations. The selected contractor will be awarded a Preconstruction Support Services contract, prepared and administered by the City. The cost of the contract will be based upon a final negotiated scope, total hours and unit rate for each key employee for “Preconstruction Support Services” submitted as part of the Unit Price Cost Proposal. The Consulting Contract will be in the form of a Work Order, issued per the attached Item V. Sample Agreement. The Preconstruction Support Services Work Order will include the following activities. a. Partnering: The City expects a strong partnering relationship with the selected CM/GC contractor. A formal Partnering Session will be held with the selected contractor, City of Fort Collins team members, contract Architects and Engineers (the Wilson & Company team), soon after the selection process is completed. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 6 of 27 Successful CM/GC project delivery requires an environment where trust and teamwork prevent disputes, fosters a cooperative bond to everyone’s benefit, and facilitates the completion of a successful project. Adversarial relationships between the contractor and owner will not be acceptable on the project, and could lead to the termination of the contract. b. Initial Risk Assessment Workshop: Participate in an initial project introduction and Risk Assessment workshop. The workshop will be conducted in Fort Collins and will include the following tasks: i. Project site walk thru ii. Introduction to the project and the project stakeholders iii. Project status, goals, objectives, funding, etc. iv. Presentation of project elements v. Review phasing options for construction vi. Development of alternative phasing concepts vii. Assessment of primary project risks in terms of cost, quality and schedule c. Design Reviews (collaborative design development): Participate in an estimated three formal design reviews. For each review the contractor may be asked to perform any or all of the following tasks: i. Provide constructability reviews ii. Work with the designer to prepare draft construction phasing and maintenance of traffic schemes iii. Develop construction schedules iv. Provide construction cost estimates v. Perform a risk assessment in terms of cost, quality and schedule vi. Provide value engineering to reduce risk, cost and schedule vii. Engage and coordinate with stakeholders and property owners. The contractor may be asked to perform any of the above tasks throughout the design phase, and not necessarily during formal design reviews. It is anticipated the contractor will be fully engaged throughout the design process and be willing to provide input when requested. The contractor shall be compensated for all of their time spent providing design assistance as identified above, in accordance with the Preconstruction Support Services Work Order. It is likely that the contractor will be required to be at bi-weekly or monthly coordination meetings as identified by the City. The contractor may be required to engage and coordinate with stakeholders and property owners prior to construction. 2. Construction Contract Price Negotiations When the City, the designer, and the contractor agree that the project has been designed to a sufficient level of detail to allow the contractor to accurately price construction elements of the project, Construction Contract Price Negotiations will commence. In order to expedite the project, Construction Contract Price Negotiation may start before the completion of the Preconstruction Support Services. The contractor’s work effort for Construction Contract Price Negotiations will be separate from its Preconstruction Support Services, and will not be compensated for by the City. The contractor will be compensated for construction cost estimates prepared RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 7 of 27 during the design process prior to Construction Contract Price Negotiations. The City will determine when Construction Contract Price Negotiations have begun. a. Price Negotiation Process: The following procedures will be used for Construction Contract Price Negotiations. i. The designer will produce a set of the relevant plans and specifications showing the work to be accomplished. The plans will also show all work accomplished under any previous construction packages. ii. The contractor will prepare a “bid” to perform the work shown. The contractor will use the unit prices submitted as part of the Proposal unless the City has approved a change in the unit price, based on the unit price factors provided in the Proposal. iii. The City will develop an independent construction cost estimate for the work. iv. Upon opening the contractor’s “bid” the City will determine the acceptability of the “bid” by comparing it to its independent construction cost estimate. v. If the prices are acceptable, the City will prepare a Work Order for construction services. If a previous Work Order for construction services had been entered into, this work may be added to that contract by change order. vi. If the prices are not acceptable the City and the contractor will conduct a price negotiation meeting to discuss the variances between the “bid” and independent construction cost estimates. vii. Following the price negotiation meeting the Construction Contract Negotiations will enter into subsequent iteration of the above noted process. viii. The City reserves the right to require the Contractor to enter into “open book” cost model price negotiations at any time through this process, where the contractor will be required to reveal and defend its detailed pricing breakdowns including labor, materials, equipment, subcontractor and supplier quotes, mobilization, overhead, mark-up, and profit. See below for the City’s “open book” negotiation requirements. ix. At any time, if the City determines that an agreement cannot be successfully negotiated, the City reserves the right to terminate construction contract negotiations and the Preconstruction Support Services contract and procure the construction of the project by other means. If the City then offers the project up for public bids the contractor will not be eligible to bid on the project. b. “Open Book” Negotiations Process: Negotiations may require any or all of the following information. The contractor shall submit information as requested by the City to the extent necessary to permit the City to determine the reasonableness of the “bid” price. The contractor shall provide cost or pricing data, broken down by individual work item, for the contractor and each major subcontractor. Submit material and subcontractor quotes, anticipated labor and equipment usage, and anticipated production rates. If requested, submit a written proposal for the work identifying the major elements of the work, the quantity of the element, and its contribution to the proposed price. Provide further breakdowns if requested by the City. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 8 of 27 Material: Furnish quotes and/or material invoices showing the cost of material to be incorporated in the work. Labor: Show basic hourly rates, fringe benefits, applicable payroll costs (workers compensation, insurance, etc.) paid subsistence, and travel costs for each labor classification and foreman employed in the work Equipment: Provide a complete descriptive listing of equipment to be used in the work including make, model and year of manufacture. Support rented or leased equipment costs with invoices Other direct costs: Furnish documentation of invoices to support any other direct costs to be incurred that are not included above (e.g., bonds, mobilization, permits, etc.) Production Rates: Provide actual hours of performance, on a daily basis, for each labor classification and for each piece of equipment. Subcontract Costs: Provide supporting data as required above. Overhead: Identify overhead rates and list the types of costs that are included in overhead. Profit: Include a reasonable profit reflecting the efficiency and economy of the contractor and subcontractors in performing the work, the contract risk type, the work difficulty, and management effectiveness. Markup: List any markup cost for subcontractors or other items. Provide backup information as requested for a breakdown and justification of markup expenses. 3. Construction Requirements The City expects the CM/GC Contractor to provide full construction services related to the completion of the Project. The CM/GC will be required to sign a Work Order for construction services. A template of the City’s Work Order for construction Services is available upon written request. For the most part, construction services will be contracted and performed in accordance with the City’s standard processes for traditional design-bid-build projects. These services are to include, but not be limited to the following:  Provide construction services according to the Agreement and contract documents including self-performance with a goal of at least 40% of the physical work (including overhead, profit and materials). Report in your proposal to the City how remaining work will support this goal.  Provide qualified full time site supervision and management of trade subcontractors to meet or exceed the defined project schedule.  Provide open procurement of subcontractors and suppliers that are not assigned by the City. Include the City in the procurement process. A minimum of 3 quotes may be required for the subcontractor procurement process. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 9 of 27  Provide storm water management and BMP maintenance for the site complying with State and City regulations.  Provide construction delivery scheduling, meeting attendance and reporting according to contract document and federal or state requirements. This includes progress reporting and subcontractor work participation.  Provide site security and protection during construction. Provide all site safety management and compliance with OSHA standards and criteria. Implement a site safety program that is reported on regularly.  Provide for quality control program that meets or exceeds minimum job/contract document and industry standards. Coordinate all quality control testing and inspections through the City.  Meet all licensing and permitting requirements as set forth by the City of Fort Collins for both GC and subcontracted work.  Provide work that complies with the Larimer County Urban Area Street Standards (LCUASS), the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, City of Fort Collins Development Construction Standards for Water, Wastewater and Stormwater dated December 2011, project construction contract and general and special provisions as amended by the contract. See Attachment 4 – Contract Provisions for the current set of Contract Provisions. This is not an exhaustive list, and more project provisions may be included as design progresses.  Provide services to manage participation in project close out process and needs during the project warranty period. Early Procurement of Long Time Materials and Other Services: The contractor may be asked to procure long lead materials that may be in short supply or require longer than desired lead times from purchase to delivery. The City may also procure through the contractor such services as pavement cores, pipe videos, potholes, or other investigations to facilitate the design. The City may choose to exercise this option if the early procurement saves significant construction time, money, or avoids potential delays once the project begins, etc. The procedures as previously described will be used to negotiate early materials procurements. The City may ask to procure these items at any reasonable time throughout the design and construction phase of the project. Early Action Construction Contracts: Similar to early materials procurements early action construction projects may be initiated before the design as a whole is completed for the project. The Construction Contract Price Negotiation process will be followed for the negotiation of early action construction contracts. Early construction may be done in an effort to further coordinate with CSU and will likely be based on ROW acquisitions. The City may choose to exercise this action to save construction time, money, or avoid potential delays and rework once the project begins, etc. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 10 of 27 4. CM/GC Process and Fees The City intends to negotiate a unit price contract with the selected contractor and may require the City’s “Open Book Negotiation Process” as detailed above. The contractor will be required to provide input on estimated quantities for each Major Line Item, and the City and Contractor will come to a final agreed upon quantity. The Major Line Items will be determined by the City with input from the contractor. Once the final quantities are agreed to, a quantity allowance for each item will be negotiated. The final quantities plus allowance for each item will encompass the total contract amount for each item. This will be the Guaranteed Maximum Quantity for each item, similar to a Guaranteed Maximum Price. The contractor shall be fully responsible for any costs associated to complete the work above the negotiated Maximum Quantity. The contractor shall include industry standard overhead, profit and markup rates as applicable to each task and item. The contractor shall utilize the unit pricing, overhead, profit and markup rates stated in Attachment 3, unless other rates are negotiated. 5. Services Agreement and Construction Contract The CM/GC will be required to enter into Services Agreement – Work Order type (found in Section V. Sample Agreement), and sign a Work Order for the Preconstruction Support Services. Following successful completion of the Preconstruction Support Services, the CM/GC will enter into a Work Order for construction services. A template of the City’s Work Order for construction services is available upon written request. For the most part, construction services will be performed in accordance with the City’s standard processes for traditional design- bid-build projects. See Attachment 4 for applicable general and special provisions at this time. These special provisions will be modified and expanded as design progresses and will be included as part of the final contract. Any exceptions to the agreements must be stated with your submission of qualifications for this project. The City makes no guarantees it will change the agreements but may consider the exceptions. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 11 of 27 II. SUBMITTAL REQUIREMENTS CM/GC firms that have the requisite experience and qualifications are encouraged to submit proposals. General Company Information Name of firm, contact person for this proposal, title, phone number, fax number, email, street and mailing addresses, and previous names of firm in last 10 years; date firm was established. Describe how the firm is organized. Provide general contracting licenses held by firm. Include a summary of contract defaults, liquidated damages, debarments, lawsuits, or failures to complete any awarded work. Profile Projects Provide a brief project description and history of projects, similar in scope to this project, completed in the last 5 years. Limit profile projects lists to 5 projects max. Identify any Key Personnel that were involved with the profile projects and will be assigned to this project as well. Include the following information: 1. Project description that includes the project name and scope, firms that comprised the design team (if project is a design-build or CM/GC delivery), and site location. Be sure to note scope items that are similar to the scope of this project such as high traffic areas, installation of medium diameter storm sewer (i.e. 36-inch and 48-inch pipe) in existing streets, utilities coordination and relocation, etc. 2. Project history that includes the original schedule agreed upon at the time of signing the contract, the actual duration of construction, and any special characteristics of the project that affected delivery. 3. Type of project delivery model used. 4. Original contract cost. 5. Cost at completion and number of change orders. 6. Contractor, subcontractor or owner initiated claims and their resolution. 7. Original contract time and actual completion time. 8. Owner name and contact information. Provide a brief discussion of any unusual factors that affected the project delivery (e.g. owner initiated delays, additions to the work, etc.). Provide an owner reference for cited projects. Project Profiles should be limited to no more than two pages in length for each profile. Key Personnel Names and resumes of proposed Key Personnel should be provided. Key Personnel for the project are the Project Manager, the Preconstruction Support Services Manager and construction Project Superintendent. Include three references for each assigned person. Detail the availability and commitment of Key Personnel. (Note: Key Personnel should be highly committed to this project for the duration of their phase of the work (i.e Project RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 12 of 27 Manager for the entire duration of the project, Preconstruction Support Services Manager for the preconstruction phase of the project and construction Project Superintendent for the construction phase of the project). Resumes for Key Personnel should be limited to no more than two pages for each person. For the Preconstruction Support Services Manager it is the City’s preference that the contractor provides a highly experienced senior manager with the authority to make contractual decisions for the construction contract pricing. Project Approach Describe the approach to the overall project scope, schedule and impacts, process and coordination. The City will require that an industry recognized software is used to develop and manage the project schedule; fully base-lined, critical path shown and float managed. Address your firms’ capability, resources and key project staff as it relates to the scope of the project identified in this RFP. Discuss any potential and known subcontracted work along with potential subcontractors. Discuss your firms’ experience in installing medium diameter (36-inch to 48-inch diameter) storm sewers in existing high traffic arterial streets. If the stormwater work is to be subcontracted, this subcontractor needs to be identified in your proposal and must attend any requested interviews. Delivering the project on or ahead of schedule is critical to the City, however, it is important that this is balanced with impacts to the traveling public (i.e. large impacts to the traveling public should provide a proportional benefit to productivity, efficiency and project schedule). Discuss how your project approach will prioritize and sequence work in a way that accelerates the project schedule while balancing impacts to the public and local businesses. Include in your proposal any potential traffic phasing options, early construction options or innovative construction methods that will benefit the project schedule and reduce overall impacts. Describe your approach to the CM/GC process and coordination with Colorado State University and their contractors, City Departments and the City’s design engineering firm (Wilson and Co.). Discuss any relevant experience in similar projects and what your company’s approach to coordinating several different entities including other contractors, owners and designers. The City is seeking to hire a contractor that is committed to working together with CSU and their contractors in order to expedite all of the intersection work while minimizing impacts to the public and local businesses. The contractor will be expected to develop strong working relationships with CSU, City Stormwater Department, City Engineering Department and the City’s design engineer (Wilson and Co.) among others. Cost Proposal and Approach to Unit Prices Submit a unit price cost proposal (Attachment 3 – Unit Price Cost Proposal) for the provided approximate quantities based on your understanding of the project from the information provided with this RFP and its supporting materials. This shall be a base unit price proposal and may be negotiated prior to construction based on factors identified in the Unit Price Cost Proposal. Any other reasonable factors, as determined by the City, that are identified through the design process will be considered during the unit price negotiation and may RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 13 of 27 increase or decrease the final unit price. Describe your approach to being transparent and ‘open book’ when developing a cost for this project. The Cost Proposal and Approach to Unit Prices will be graded per the evaluation criteria listed in Section IV. It is the City’s desire to execute a reasonable and competitive construction contract on the project. Cost proposals and unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be scored higher. Excessively high or low unit prices in the City’s judgement could result in a lowering of the overall proposal score, unless appropriately justified. Describe your approach to unit prices as it relates to the overall unit price. Be sure to include all major items and factors that were included in the unit price (i.e. labor rates, productivity, traffic control/phasing, etc.). Discuss how you will price future pay items and your approach to finalizing a unit price. Be sure to include profit, mark-up, and overhead percentages and how those are applied to the overall unit price. List any major risk items that may cause the unit price to either increase or decrease. Discuss your approach to potential value engineering opportunities throughout design and construction to enhance the work product while potentially saving cost. Include any other issues or considerations that would cause the unit price to change. Quality Control and Contractor Performance Provide details on your firm’s quality control program. Explain how your team administers a quality control program during construction, how performance measures are documented and how quality issues are addressed. Provide examples of when your firm exceeded quality standards, gained industry recognition or received quality awards. The City values quality work at all levels from physical construction to traffic control and coordination to managing an effective schedule. Describe how your quality control procedures dictate overall performance on construction contracts. Safety Record Provide the firm’s OSHA reportable accident rate and current workman’s compensation insurance multiplier for the last 3 years. Provide the OSHA reportable accident rate on projects managed by the proposed superintendent or project manager over the three year period. Provide a list of all projects in the last 5 years that have received an OSHA citation either to the GC or subcontractor on the jobsite and provide a narrative of the citations. Financial Statement Provide a recent financial statement (audited if possible). Bonding Company Reference Provide the name, address and phone number of the firm’s bonding agent. Provide a letter from the bonding agent indicating the firm’s bonding capacity is adequate to undertake this work. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 14 of 27 Insurance Company Provide the name, address and phone number of the firm’s insurance agent(s). Provide certificate of insurance outlining coverage and policy limits. Provide statements to answer the following questions. (See also Insurance Requirements in Item V. Sample Agreement). 1. Does coverage meet minimum project requirements? 2. Does coverage include builder’s risk? 3. Can this coverage be extended for work on this project? 4. Can coverage be increased? 5. Can the City be listed as an additional insured? 6. Are there any current claims that will affect coverage limits available for this project? Proposal Format The following sections should not exceed 10 pages (double-sided) or 20 pages (single sided) combined in length, with a minimum font size of 11 pt. Up to two of the pages may be 11” x 17” if used for graphical presentation. • Project Approach • Cost Proposal and Approach to Unit Prices (Attachment 3 – Unit Price Cost Proposal is not included in the page count) • Quality Control and Contractor Performance • Safety Record RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 15 of 27 III. SELECTION PROCESS AND SCHEDULE Qualified CM/GC’s interested in the work described in this Request for Proposal should submit items contained in Part II of this request. The proposer’s authorized signature on the Proposal assures the team’s compliance with City of Fort Collins’ purchasing restrictions. A copy of the restrictions is available for review with the Purchasing Department or the City Clerk’s Office. The City reserves the right to reject any and all proposals and to waive any informalities and irregularities therein. CM/GC Procurement Schedule EVENT DATE Issued for Advertisement May 19, 2016 Pre-Proposal Meeting May 26, 2016 @ 3:00 PM Final Questions June 2, 2016 by 5:00 PM Proposals Due June 10, 2016 by 3:00 PM Interview Notifications June 17, 2016 Interviews Week of June 20, 2016 Selection Notification June 24, 2016 The City reserves the right to select the top ranked firm directly from proposal documents without a formal interview process. It is anticipated that once the Contractor is notified of their selection, they will be available to engage with the City on design related reviews, construction input, construction pricing and other tasks immediately. In the event it becomes necessary to revise any part of the RFP a written addendum will be issued. Each Proposal shall state it is valid for a period of not less than ninety (90) days from date of proposal submittal. Taxation The City is exempt from all state taxation including state sales and use taxes. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 16 of 27 IV. EVALUATION CRITERIA Contractor Qualification Review and Assessment CM/GC firms will be evaluated on the following qualification criteria. These criteria will be the basis for review of the written proposals, as well as for the oral interviews (if necessary) of the top ranked firms. The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating, and a 5 being an outstanding rating. Weighting factors for the criteria are listed adjacent to the qualification. Weighting Factor Qualification Standard 1.0 Assigned Project Team Does the proposed team have the necessary skills and experience to fulfill the requirements of the project, including alternate delivery? Is the key staff available and committed to do the work? 3.0 Firm Experience Has the contractor worked on projects similar in scope to this project? Does the contractor have the experience necessary for this project? Does the contractor have local experience? Does the contractor have alternative delivery experience, specifically CM/GC experience? Does the contractor have a strong safety record? Does the contractor develop strong working relationships? Is the contractor’s experience supported with strong references? 2.0 Cost Proposal and Approach to Unit Prices Has the contractor presented detailed and thorough assumptions and risk factors in its unit price forms (Attachment C – Unit Cost Price Proposal)? Has the contractor submitted reasonable and competitive unit prices based on current design assumptions? Is the contractor willing to participate in “Open Book” negotiations and does their approach to unit price negotiations align with the City’s? 1.0 Quality Control and Construction Performance Do the contractor’s past projects reflect favorably in respect to schedule, cost and owner satisfaction? Does the contractors Quality Control procedures provide for a high-quality and successful project? 3.0 Project Approach Does the project approach present a well thought out and constructible construction phasing plan? Does the written project approach reflect a good balance between construction efficiency, maintenance of traffic, access to businesses and pedestrian access during construction? Does the method of construction and project approach provide a strong approach to meeting and exceeding the project schedule? Does the project approach include meaningful and firm contractual commitment to exceed the minimum requirements of the contract in ways that are beneficial to the project? RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 17 of 27 Reference evaluation process (top rated firm) After the interviews (if necessary) have been conducted, the evaluation committee will select the top rated firm and the Project Manager may check references for overall performance, timetable, completeness, budget and job knowledge of selected project/references. A satisfactory/unsatisfactory rating shall be given to each reference contacted. If references check out for the top firm, then the City of Fort Collins will work to negotiate a contract for CMGC services with the top firm. If the top firm references do not check out, then the selection committee will look to the second ranked firm and check their references. During this phase of the selection process, the City may also review and analyze the financial statement(s) provided with the proposal to assign a satisfactory/unsatisfactory rating. QUALIFICATION STANDARD Overall Performance Would you hire this Contractor again? Working Relationship Did you have a constructive, positive and collaborative working relationship? Timetable Was the original Scope of Work completed within the specified time? Were interim deadlines met in a timely manner? Completeness Was the Contractor responsive to client needs; did they anticipate problems? Were problems solved quickly and effectively? Budget Was the original Scope of Work completed within the project budget? Job Knowledge Did Contractor personnel exhibit the knowledge and skills necessary for the efficient completion of the scope or work? ATTACHMENTS: Attachment 1: College and Prospect Intersection and Drainage Plans Attachment 2: Scope of Work Diagram Attachment 3: Unit Price Cost Proposal Attachment 4: Contract Provisions (General and Special) RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 18 of 27 V. SAMPLE AGREEMENT SERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below, by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Services to be Performed. a. This Agreement shall constitute the basic agreement between the parties for services for . The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by the parties from time to time. Such Work Orders, a sample of which is attached hereto as Exhibit "A", consisting of one (1) page and incorporated herein by this reference, shall include a description of the services to be performed, the location and time for performance, the amount of payment, any materials to be supplied by the City and any other special circumstances relating to the performance of services. No Work Order shall exceed $ . A general scope of services is attached hereto as Exhibit “B”, consisting of ( ) page , and incorporated herein by this reference. The only services authorized under this Agreement are those which are performed after receipt of such Work Order, except in emergency circumstances where oral work requests may be issued. Oral requests for emergency actions will be confirmed by issuance of a written Work Order within two (2) working days. Irrespective of references in Exhibit A to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. b. The City may, at any time during the term of a particular Work Order and without invalidating the Agreement, make changes within the general scope of the particular services assigned and the Service Provider agrees to perform such changed services. 2. Changes in the Work. The City reserves the right to independently bid any services rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this Agreement shall obligate the City to have any particular service performed by the Service Provider. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified by each written Work Order or oral emergency service request. Oral emergency service requests will be acted upon RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 19 of 27 without waiting for a written Work Order. Time is of the essence. 4. Contract Period. This Agreement shall commence , 200 and shall continue in full force and effect until , 200 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. Written notice of renewal shall be provided to the Service Provider and mailed no later than thirty (30) days prior to contract end. 5. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without is fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 6. Early Termination by City/Notices. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following address: Service Provider: City: Copy to: Attn: City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the termination date, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The actual amount of work to be performed will be stated on the individual Work Orders. The City makes no guarantee as to the number of Work Orders that may be issued or the actual amount of services which will in fact be requested. 8. Payments. a. The City agrees to pay and the Service Provider agrees to accept as full payment for all work done and all materials furnished and for all costs and expenses incurred in performance of the work the sums set forth for the hourly labor rate and material costs, with markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit " ", consisting of ( ) page , and incorporated herein by RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 20 of 27 this reference. Payment shall be made by the City only upon acceptance of the work by the City and upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies and materials, and other costs incurred in connection with the performance of such work. 9. City Representative. The City's representative will be shown on the specific Work Order and shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the work requested. All requests concerning this Agreement shall be directed to the City Representative. 10. Independent Contractor. It is agreed that in the performance of any services hereunder, the Service Provider is an independent contractor responsible to the City only as to the results to be obtained in the particular work assignment and to the extent that the work shall be done in accordance with the terms, plans and specifications furnished by the City. 11. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 12. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the city. 13. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights under the Agreement or of any cause of action arising out of the performance of this Agreement. 14. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 21 of 27 respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 15. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this Agreement, such party may be declared in default thereof. 16. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non- defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 17. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire Agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representative, successors and assigns of said parties. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 22 of 27 18. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever, brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit " ", consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580, Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the city. 19. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 20. Law/Severability. This Agreement shall be governed in all respect by the laws of the State of Colorado. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction such holding shall not invalidate or render unenforceable any other provision of this Agreement. 21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1) Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2) Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 23 of 27 c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1) Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 22. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit - Confidentiality, consisting of one (1) page, attached hereto and incorporated herein by this reference. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 24 of 27 THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: City Clerk APPROVED AS TO FORM: Senior Assistant City Attorney SERVICE PROVIDER'S NAME By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 25 of 27 EXHIBIT A WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND AGREEMENT DATED: Work Order Number: Purchase Order Number: Project Title: Commencement Date: Completion Date: Maximum Fee: (time and reimbursable direct costs): Project Description: Scope of Services: Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Services Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Services Agreement and this Work Order (including the attached forms) the Services Agreement shall control. The attached forms consisting of ___ (_) pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given. SERVICE PROVIDER By:_______________________________ Date:_____________________________ CITY OF FORT COLLINS By:_________________________________ Project Manager Date: ______________________________ By: _______________________________ Gerry Paul Purchasing Director (over $60,000.00) Date: ____________________________ RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 26 of 27 EXHIBIT INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this Agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. RFP 8318 CM/GC Services for the College & Prospect Intersection Improvements Page 27 of 27 EXHIBIT CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Service Provider has agreed to perform, the Service Provider hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Service Provider shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Service Provider understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Service Provider shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the City, or the City so requests for any reason, the Service Provider shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Service Provider understands and agrees that the City’s remedies at law for a breach of the Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. 1 ATTACHMENT 1 ADJUSTMENT OF TIME CHARGES, BUT WILL BE CHARGED AS CONTRACT TIME. EXPENSE. TIME LOST DUE TO SUCH SUSPENSION WILL NOT BE CONSIDERED A BASIS FOR OR IN PART, UNTIL THE FENCE IS SATISFACTORILY REPAIRED AT THE CONTRACTOR S DESTROYED BY THE CONTRACTOR, THE ENGINEER WILL SUSPEND THE WORK, WHOLLY FLEDGED OR THE NESTS HAVE BECOME INACTIVE. IF THE FENCE IS KNOCKED DOWN OR WORK SHALL NOT PROCEED WITHIN THE FENCED BUFFER AREA UNTIL THE YOUNG HAVE DETERMINED APPROPRIATE BY THE CDOT BIOLOGIST AND APPROVED BY THE ENGINEER. EACH NEST TO BE UNDISTURBED. THIS BUFFER DIMENSION MAY BE CHANGED IF BE PROTECTED BY PLACING FENCE (PLASTIC) A MINIMUM DISTANCE OF 50 FEET FROM UNDISTURBED AND PROTECTED UNTIL THE NEST BECOMES INACTIVE. THE NEST SHALL BIRDS IS FOUND, THE TREE OR SHRUB CONTAINING THE ACTIVE NEST SHALL REMAIN BIOLOGIST TO PERFORM THE SURVEY. IF AN ACTIVE NEST CONTAINING EGGS OR YOUNG THE ENGINEER AT LEAST TEN WORKING DAYS IN ADVANCE OF THE NEED FOR THE CDOT OR PHASE OF TREE AND SHRUB REMOVAL OR TRIMMING. THE CONTRACTOR SHALL NOTIFY THE SEVEN DAYS IMMEDIATELY PRIOR TO THE BEGINNING OF WORK IN EACH AREA SURVEY FOR ACTIVE NESTS WILL BE CONDUCTED BY THE CDOT BIOLOGIST WITHIN SHRUB REMOVAL OR TRIMMING WILL OCCUR BETWEEN APRIL 1 AND AUGUST 31, A SHALL OCCUR BEFORE APRIL 1 OR AFTER AUGUST 31 IF POSSIBLE. IF TREE AND TREE AND SHRUB REMOVAL OR TRIMMING - TREE AND SHRUB REMOVAL OR TRIMMING CONSTRUCTION. VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED, VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31, SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS GENERAL NOTES COLLEGE & PROSPECT www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/17/2016 Horiz. Scale:1:1 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information JMBurch 10:14:51 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\8191DES_GeneralNotes 8191DES_GeneralNotes BSH CEF GEN NOTES 1 of 1 CONSTRUCTION: EARTHWORK: SIGNING, STRIPING, TRAFFIC CONTROL NOTES: 3 6" CONC 10' THRU 11' 3 5.7' RT TURN VARIES THRU 11' THRU 11' LT TURN 11' LT TURN 11' TYPE 2 (II-B) CURB AND GUTTER TYPE 2 (I-B) CURB AND GUTTER 3" HMA OVERLAY 12" ABC (CLASS 6) 10" HMA (FULL DEPTH) 2' 2' 6' TYPE 2 (II-B) CURB AND GUTTER 12" ABC (CLASS 6) 10" HMA (FULL DEPTH) 3" HMA OVERLAY 6" CONC 10' 2' 2' TYPE 2 (II-B) TYPE 2 (II-B) CURB AND GUTTER CURB AND GUTTER HMA PATCHING HMA PATCHING 3" HMA OVERLAY 6" CONC 10' THRU 10' THRU 11' THRU 10' THRU 10' LT 9' 6" CONC 4' 26.40' 23.69' 47.64' 38.99' HMA PATCHING 5 6 7 SA SA WV WV WV T T E ELV WV T TVT TVT FOV 36" DIA 32' CAN DECIDUOUS TREE 24" DIA 40' CAN DECIDUOUS TREE 6" DIA 15' CAN DECIDUOUS TREE 8" DIA 20' CAN PINE TREE 8" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 14" DIA 20' CAN PINE TREE 6" DIA 15' CAN PINE TREE 4" DIA 8' CAN PINE TREE 36" DIA 40' CAN DECIDUOUS TREE 10" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 16" DIA 25' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 12" DIA 20' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 24" DIA 30' CAN PINE TREE 6" DIA 8' CAN PINE TREE 12" DIA 20' CAN DECIDUOUS TREE EVSM EVSM TRAFV TRAFV TRAFV TRAFV TRAFV 9 10 SA SA WV WV WV T T E ELV WV T TVT TVT FOV 36" DIA 32' CAN DECIDUOUS TREE 24" DIA 40' CAN DECIDUOUS TREE 6" DIA 15' CAN DECIDUOUS TREE 8" DIA 20' CAN PINE TREE 8" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 14" DIA 20' CAN PINE TREE 6" DIA 15' CAN PINE TREE 4" DIA 8' CAN PINE TREE 36" DIA 40' CAN DECIDUOUS TREE 10" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 16" DIA 25' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 12" DIA 20' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 24" DIA 30' CAN PINE TREE 6" DIA 8' CAN PINE TREE 12" DIA 20' CAN DECIDUOUS TREE EVSM EVSM TRAFV TRAFV TRAFV TRAFV TRAFV ELV SA SA SA SA WV WV WV WV WV WV WV WV WV WV TELP TELP SPNKCB MH MH MH MH MH MH MH MH MH MH MH MH 10" DIA 30' CAN DECIDUOUS TREE 10" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 14" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 16" DIA 40' CAN DECIDUOUS TREE 10" DIA 25' CAN DECIDUOUS TREE 7" DIA 25' CAN DECIDUOUS TREE 10" DIA 25' CAN DECIDUOUS TREE EVSM EVSM EVSM 4995 4995 4995 5000 5000 5000 EVSM ELV SA SA SA SA WV WV WV WV E E WV MH MH MH MH MH MH MH MH MH MH MH 8" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 40" DIA 50' CAN DECIDUOUS TREE 4995 4995 SA WV WV WV WV E E WV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV 40 LF OF PIPE MANHOLE, AND REMOVE INLET, REMOVE 22 LF OF PIPE REMOVE INLET (20' TYPE R) MODIFY INLET (10' TYPE R) MODIFY INLET OF PIPE REMOVE 19 LF MODIFY INLET, 18" RCP 15 LF OF SA SA WV WV WV T T E ELV WV T TVT TVT FOV 36" DIA 32' CAN DECIDUOUS TREE 24" DIA 40' CAN DECIDUOUS TREE 6" DIA 15' CAN DECIDUOUS TREE 8" DIA 20' CAN PINE TREE 8" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 14" DIA 20' CAN PINE TREE 6" DIA 15' CAN PINE TREE 4" DIA 8' CAN PINE TREE 36" DIA 40' CAN DECIDUOUS TREE 10" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 16" DIA 25' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 12" DIA 20' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 24" DIA 30' CAN PINE TREE 6" DIA 8' CAN PINE TREE 12" DIA 20' CAN DECIDUOUS TREE EVSM EVSM 4990 4990 4995 TVT SA SA EXISTING GROUND GROUND EXISTING GROUND EXISTING GROUND EXISTING www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/18/2016 Horiz. Scale:1:50 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 9:15:38 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\8191HYDR_DrainageProfile01 8191HYDR_DrainageProfile01 0' 25' 50' 0' 10' 5' E X I S T I NG P R O SP E C T M A I N L I N E JMB JMB Profiles 1 of 2 GROUND EXISTING GROUND EXISTING EXISTING GROUND GROUND EXISTING GROUND EXISTING www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/18/2016 Horiz. Scale:1:50 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 9:51:02 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\8191HYDR_DrainageProfile02 8191HYDR_DrainageProfile02 0' 25' 50' 0' 10' 5' JMB JMB Profiles 2 of 2 0+00 0+50 R E M I NG T ON N E EXISTING 0+00 0+50 EXISTING DRAINAGE PROFILES COLLEGE & PROSPECT 0' 25' 50' 0' 10' 5' 7+00 E www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/19/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:28:50 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Utilities\Drawings\Prospect W est Prospect West B N SF R A I L R OAD ELV SA SA SA SA SW WV WV WV WV WV WV WV SW SW WV WV TRAFV SIG SIG TRAFV SIG TRAFV SIG SIG SW WV TRAFV SW SA WV WV WV WV E E WV MH MH MH MH MH MH MH MH MH MH MH 8" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 40" DIA 50' CAN DECIDUOUS TREE SA WV WV WV WV E E WV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV ADJUST MANHOLE ABANDONED BY CSU EXISTING IRRIGATION 24 LF OF PIPE VALVE BOX AND REMOVE FIRE HYDRANT, AND 10 LF OF 6" DIP 6" GATE VALVE AND BOX, INSTALL 6" FIRE HYDRANT, DUCT BANK FIBER OPTIC 18" ZAYO VALVE BOX CLEAN ADJUST AND (PROTECT IN PLACE) www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/17/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information JMBurch 10:27:26 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Utilities\Drawings\Prospect East Prospect East TRAFV TRAFV TRAFV TRAFV SA SA SW SW WV WV WV T T E TRAFV SIG SIG SIG SIG ELV WV T TVT TVT TRAFFIC CONTROL BOX FOV 36" DIA 32' CAN DECIDUOUS TREE 24" DIA 40' CAN DECIDUOUS TREE 6" DIA 15' CAN DECIDUOUS TREE 8" DIA 20' CAN PINE TREE 8" DIA 20' CAN www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:20:16 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.101+00 4990 5000 5010 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.101+50 4990 5000 5010 EXIST ROW EXIST SANITARY EXIST FIBER OPTICS EXIST SANITARY EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS 2 . 00 % - 1 . 59 % www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:20:41 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.102+00 4990 5000 5010 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.102+50 4990 5000 5010 EXIST ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST SANITARY EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS 2 . www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:20:54 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.103+00 4980 4990 5000 5010 EXIST ROW EXIST SANITARY EXIST GAS EXIST W ATER EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS 1.99 % 2.01 % - 2 . 0 0 % - 0 . 99 % - www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:21:08 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.103+50 4980 4990 5000 5010 EXIST ROW EXIST ROW EXIST SANITARY EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS 1 . 99 % 2 . 00 % - 1 . 9 9 % - 2 www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:25:08 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.104+00 4980 4990 5000 5010 EXIST ROW EXIST ROW EXIST SANITARY EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS 2 . 00 % 1 . 99 % - 2 . 00 % - 4 . 18 www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:25:29 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.104+50 4980 4990 5000 5010 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.105+00 4980 4990 5000 EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST GAS EXIST W ATER EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXIST GAS EXIST W ATER EXIST FIBER OPTICS www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:25:41 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.105+50 4980 4990 5000 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.106+00 4980 4990 5000 EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST STORM EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXIST GAS EXIST W ATER EXIST ELECTRIC EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:25:53 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.106+50 4980 4990 5000 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.107+00 4980 4990 5000 EXIST PERMANENT EASEMENT EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST EXISTGAS GAS EXIST W ATER EXIST ELECTRIC EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXIST EXISTGAS GAS EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS - www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:26:07 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.107+50 4980 4990 5000 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.108+00 4980 4990 5000 EXIST PERMANENT EASEMENT EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST EXISTGAS GAS EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXISTGAS EXIST GAS EXIST FIBER OPTICS EXIST FIBER OPTICS 2 . www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:26:19 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.108+50 4980 4990 5000 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.109+00 4980 4990 5000 EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS - 2 . www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:26:30 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 5010 -80 -60 -40 -20 0 20 40 60 80 STA.109+50 4980 4990 5000 5010 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.110+00 4980 4990 5000 EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST PERMANENT EASEMENT EXIST ROW EXIST ROW EXIST SANITARY EXIST STORM EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST STORM EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST FIBER OPTICS - www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:26:40 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.110+50 4980 4990 5000 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.111+00 4980 4990 5000 EXIST SANITARY EXIST W ATER EXIST STORM EXIST W ATER EXIST ELECTRIC EXIST ELECTRIC EXIST FIBER OPTICS EXIST FIBER OPTICS EXIST SANITARY EXIST W ATER EXIST W ATER CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 31 www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/12/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information DMZamarripa 10:26:52 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Cross_Sections\99999_Cross Sections 99999_Cross Sections 4980 4990 5000 -80 -60 -40 -20 0 20 40 60 80 STA.111+03 4980 4990 5000 EXIST SANITARY EXIST W ATER EXIST W ATER CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 32 ATTACHMENT 2 CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 1 Attachment 3 - Unit Price Cost Proposal Company: Name: Date: The proposer shall complete the following Unit Price Cost Proposal and supporting Unit Price Approaches as a part of its Proposal based on your understanding of the project from the information provided with this RFP and its supporting materials. Pricing shall be based on the following: - Proposers understanding of the project and the current plan set - The City of Fort Collins’ construction contract General Provisions including the EJCDC and supplementary conditions - Contract Provisions (Attachment 4) - The current edition of the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction - City of Fort Collins Development Construction Standards for Water, Wasterwater and Stormwater, dated December 2011. Contractor may request a copy from Andrew Gingerich, P.E. at agingerich@fcgov.com or 970-221-6232. - Larimer County Urban Area Street Standards (LCUASS) Item No. Description Estimated Quantity Unit Unit Price Amount 1 Mobilization 1 LS 2 Clearing and Grubbing 1 LS 3 Removal of Pipe 1266 LF 4 Unclassified Excavation 1300 CY 5 Aggregate Base Course (Class 6) (12”) 2832 SY 6 HMA (Grading SX) (100) (PG 64-28) (3" Top Lift and Overlay) 1017 Ton 7 HMA (Grading S) (100) (PG 64-22) (7" Full Depth and Patching) 664 Ton 8 Concrete Pavement (10”) 499 SY 9 Concrete Pavement (Fast Track) (10”) 406 SY 10 Concrete Pavement (Special) (10”) 303 SY 11 Concrete Sidewalk 778 SY 12 18” Reinforced Concrete Pipe (CIP) 659 LF 13 24” Reinforced Concrete Pipe (CIP) 136 LF 14 36” Reinforced Concrete Pipe (CIP) 538 LF 15 48” Reinforced Concrete Pipe (CIP) 60 LF 16 Inlet Type 13 Combo 3 Ea 17 Inlet Type R (5 foot) 3 Ea 18 Inlet Type R (10 foot) 1 Ea 19 Concrete Curb and Gutter (Type 2) (I-B) 1375 LF 20 Concrete Curb and Gutter (Type 2) (II-B) 940 LF Total Cost Construction Items 21 Preconstruction Support Services 200 Hour Total Cost CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 2 Unit Price Approach - Mobilization Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LS Dollar Amount $ $ $ $ Percent % % % Item Number 1: Mobilization Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 3 Unit Price Approach – Clearing and Grubbing Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LS Dollar Amount $ $ $ $ Percent % % % Item Number 2: Clearing and Grubbing Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 4 Unit Price Approach – Removal of Pipe Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ Percent % % % Item Number 3: Removal of Pipe Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 5 Unit Price Approach - Unclassified Excavation Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per CY Dollar Amount $ $ $ $ Percent % % % Item Number 4: Unclassified Excavation Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 6 Unit Price Approach - Aggregate Base Course (Class 6) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per SY Dollar Amount $ $ $ $ $ Percent % % % Item Number 5: Aggregate Base Course (Class 6) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 7 Unit Price Approach - HMA (Grading SX) (100) (PG 64-28) (3" Top Lift and Overlay) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per Ton Dollar Amount $ $ $ $ $ Percent % % % Item Number 6: HMA (Grading SX) (100) (PG 64-28) (3" Top Lift and Overlay) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 8 Unit Price Approach - HMA (Grading S) (100) (PG 64-22) (7" Full Depth and Patching) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per Ton Dollar Amount $ $ $ $ $ Percent % % % Item Number 7: HMA (Grading S) (100) (PG 64-22) (7" Full Depth and Patching) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 9 Unit Price Approach - Concrete Pavement (10”) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per SY Dollar Amount $ $ $ $ $ Percent % % % Item Number 8: Concrete Pavement (10”) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 10 Unit Price Approach - Concrete Pavement (Fast Track) (10”) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per SY Dollar Amount $ $ $ $ $ Percent % % % Item Number 9: Concrete Pavement (Fast Track) (10”) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 11 Unit Price Approach - Concrete Pavement (Special) (10”) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per SY Dollar Amount $ $ $ $ $ Percent % % % Item Number 10: Unit Price Approach - Concrete Pavement (Special) (10”) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 12 Unit Price Approach - Concrete Sidewalk Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per SY Dollar Amount $ $ $ $ $ Percent % % % Item Number 11: Concrete Sidewalk Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 13 Unit Price Approach – 18-Inch Reinforced Concrete Pipe Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 12: 18-Inch Reinforced Concrete Pipe Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 14 Unit Price Approach – 24-Inch Reinforced Concrete Pipe Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 13: 24-Inch Reinforced Concrete Pipe Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 15 Unit Price Approach – 36-Inch Reinforced Concrete Pipe Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 14: 36-Inch Reinforced Concrete Pipe Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 16 Unit Price Approach – 48-Inch Reinforced Concrete Pipe Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 15: 48-Inch Reinforced Concrete Pipe Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 17 Unit Price Approach – Inlet Type 13 Combo Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per Ea Dollar Amount $ $ $ $ $ Percent % % % Item Number 16: Inlet Type 13 Combo Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 18 Unit Price Approach – (5 Foot) Inlet Type R Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per Ea Dollar Amount $ $ $ $ $ Percent % % % Item Number 17: (5 Foot) Inlet Type R Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 19 Unit Price Approach – (10 Foot) Inlet Type R Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per Ea Dollar Amount $ $ $ $ $ Percent % % % Item Number 18: (10 Foot) Inlet Type R Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 20 Unit Price Approach - Concrete Curb and Gutter (Type 2) (I-B) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 19: Concrete Curb and Gutter (Type 2) (I-B) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 21 Unit Price Approach - Concrete Curb and Gutter (Type 2) (II-B) Price Components Base Unit Price Overhead Profit Markup (if applicable) Total Price Per LF Dollar Amount $ $ $ $ $ Percent % % % Item Number 20: Concrete Curb and Gutter (Type 2) (II-B) Unit prices that are competitive, within a reasonable range of the average, and that are supported by reasonable assumptions and risk discussions will be highly scored. Excessively high or low unit prices in the City’s judgement could result in a lower overall proposal score, unless appropriately justified. Contractor Assumptions: Identify risks that may increase the unit price: Identify mitigation that may decrease the unit price: Identify amount of quantity change that may justify a change in unit price: Identify Preconstruction Support Services to help manage and reduce risk: CITY OF FORT COLLINS RFP 8318– CMGC PROSPECT AND COLLEGE INTERSECTION IMPROVEMENTS 22 Unit Price Approach – Preconstruction Support Service Item Number 21: Preconstruction Support Services For Preconstruction Support Services provide a breakdown of the total hours identified in the RFP, by individual for staff anticipated to provide the services. Name Title Rate Estimated Hours Activities Total Amount for Preconstruction Support Services Total Hours Total Amount Identify Preconstruction Support Services to help manage and reduce risk: College and Prospect City Project No. 8318 May 18, 2016 1 COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS COLLEGE AND PROSPECT INTERSECTION IMPROVEMENTS LARIMER COUNTY FORT COLLINS, COLORADO The 2011 Standard Specifications for Road and Bridge Construction controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. STANDARD SPECIAL PROVISIONS INDEX 2 REVISION OF SECTION 100 – GENERAL PROVISIONS 5 REVISION OF SECTION 101 - DEFINITION OF TERMS 6 REVISION OF SECTION 105 - CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT 7 REVISION OF SECTION 106 - CONTROL OF MATERIAL 10 REVISION OF SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 11 REVISION OF SECTION 108 – PROSECUTION AND PROGRESS 13 REVISION OF SECTION 201 – CLEARING AND GRUBBING 14 REVISION OF SECTION 202 - REMOVAL OF PIPE 15 REVISION OF SECTION 203 - EXCAVATION AND EMBANKMENT 16 REVISION OF SECTION 403 - HOT MIX ASPHALT 19 REVISION OF SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT 21 REVISION OF SECTION 412 - FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT 23 REVISION OF SECTION 601 - CONCRETE FINISHING 25 REVISION OF SECTION 603 - CULVERTS AND SEWERS 26 REVISION OF SECTION 604 – MANHOLES AND INLETS 27 REVISION OF SECTION 608 - SIDEWALKS AND BIKEWAYS 28 REVISION OF SECTION 609 - CURB AND GUTTER 29 REVISION OF SECTION 614 - TRAFFIC CONTROL DEVICES 30 REVISION OF SECTION 627 - PAVEMENT MARKING 31 UTILITIES 32 ATTACHMENT 4 College and Prospect City Project No. 8318 May 18, 2016 2 COLORADO DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS COLLEGE AND PROSPECT INTERSECTION IMPROVEMENTS LARIMER COUNTY FORT COLLINS, COLORADO STANDARD SPECIAL PROVISIONS INDEX Name Date No. of Pages Revision of Section 101 and 630 – Construction Zone Traffic Control (April 30, 2015) 2 Revision of Section 102 – Contents of Proposal Forms (April 9, 2015) 1 Revision of Section 103 – Colorado Resident Bid Preference (February 3, 2011) 1 Revision of Section 103 – Escrow of Proposal Documentation (May 5, 2011) 2 Revision of Section 105 – Construction Drawings (July 29, 2011) 1 Revision of Section 105 – Construction Surveying (July 31, 2014) 1 Revision of Section 105 – Violation of Working Time Limitation (February 3, 2011) 1 Revision of Section 106 – Certificates of Compliance and Certified Test Reports (February 3, 2011) 1 Revision of Section 106 – Material Sources (October 31, 2013) 1 Revision of Section 106 – Supplier List (January 30, 2014) 1 Revision of Sections 106 and 412 – Surface Texture of Portland Cement Concrete (October 29, 2015) 3 Pavement Revision of Sections 106, 627 and 713 - Glass Beads for Pavement Marking (February 8, 2013) 2 Revision of Section 107 – Contractor Obtained Stormwater Construction Permit (July 31, 2014) 1 Revision of Section 107 - Responsibility for Damage Claims, (February 3, 2011) 1 Insurance Types, and Coverage Limits Revision of Section 107 – Warning Lights for Work Vehicles and Equipment (January 30, 2014) 1 Revision of Section 108 – Delay and Extension of Contract Time (April 30, 2015) 2 Revision of Section 108 – Liquidated Damages (October 29, 2015) 1 Revision of Section 108 – Notice to Proceed (July 31, 2014) 1 Revision of Section 108 – Project Schedule (July 31, 2014) 6 Revision of Section 108 – Subletting of Contract (January 31, 2013) 1 Revision of Section 108 - Payment Schedule (Single Fiscal Year) (April 30, 2015) 1 Revision of Section 109 – Asphalt Cement Cost Adjustment (August 3, 2015) 2 (Asphalt Cement Included in the Work) Revision of Section 109 - Compensation for Compensable Delays (May 5, 2011) 1 Revision of Section 109 – Measurement of Quantities (February 3, 2011) 1 Revision of Section 109 – Measurement of Water (January 06, 2012) 1 Revision of Section 109 – Prompt Payment (January 31, 2013) 1 Revision of Section 109 – Scales (October 29, 2015) 1 Revision of Section 203 – Imported Material for Embankment (February 3, 2011) 2 Revision of Sections 203, 206, 304 and 613 - Compaction (July 19, 2012) 2 Revision of Section 206 – Imported Material for Structure Backfill (July 19, 2012) 2 Revision of Section 206 – Structure Backfill (Flow-Fill) (April 26, 2012) 2 Revision of Section 206 – Structure Backfill at Bridge Abutments (January 30, 2014) 1 Revision of Sections 206 and 601 – Maturity Meters and Concrete Form (December 18, 2015) 3 and Falsework Removal Revision of Section 208 – Aggregate Bag (January 31, 2013) 1 Revision of Section 208 – Erosion Control Supervisor (April 30, 2015) 1 Revision of Section 208 – Erosion Log (January 31, 2013) 1 Revision of Section 212 – Seed (April 26, 2012) 1 College and Prospect City Project No. 8318 May 18, 2016 3 Revision of Section 213 – Mulching (January 31, 2013) 4 Revision of Section 216 – Soil Retention Covering (July 16, 2015) 6 Revision of Section 250 – Environmental, Health and Safety Management (January 15, 2015) 14 Revision of Sections 304 and 703 – Aggregate Base Course (RAP) (October 31, 2013) 1 Revision of Section 401 – Compaction of Hot Mix Asphalt (April 26, 2012) 1 Revision of Section 401 – Compaction Pavement Test Section (CTS) (July 19, 2012) 1 Revision of Section 401 – Composition of Mixtures – Voids Acceptance (February 3, 2011) 1 Projects having voids acceptance of hot mix asphalt. Revision of Section 401 – Plant Mix Pavements (February 3, 2011) 1 Revision of Section 401 – Reclaimed Asphalt Pavement (May 2, 2013) 2 Revision of Section 401 – Temperature Segregation (February 3, 2011) 1 Revision of Section 401 – Tolerances for Hot Mix Asphalt (Voids Acceptance) (January 6, 2012) 1 Revision of Section 401 and 412 – Safety Edge (May 2, 2013) 2 Revision of Section 412 – Portland Cement Concrete Pavement Finishing (February 3, 2011) 1 Revision of Sections 412, 601, and 711 - Liquid Membrane-Forming (May 5, 2011) 1 Compounds for Curing Concrete Revision of Sections 412 and 705 – Preformed Compression Seals (February 3, 2011) 2 Revision of Section 504 – Concrete Block Facing MSE Wall (February 3, 2011) 13 Revision of Section 504 – Concrete Panel Facing MSE Wall (February 3, 2011) 12 Revision of Section 507 – Grouted Riprap Slope and Ditch Paving (November 6, 2014) 1 Revision of Section 507, 601, and 606 – Macro Fiber-Reinforced Concrete (May 2, 2013) 1 Revision of Section 510 – Structural Plate Structures (February 3, 2011) 1 Revision of Section 512 – Bearing Device Testing (November 6, 2014) 1 Revision of Section 518 - Bridge Expansion Device (October 31, 2013) 1 Revision of Section 601 – Class H and HT Bridge Deck Concrete (May 16, 2013) 4 Revision of Section 601 – Concrete Batching (February 3, 2011) 1 Revision of Section 601 – Concrete Finishing (February 3, 2011) 1 Revision of Section 601 – Concrete Slump Acceptance (October 29, 2015) 1 Revision of Section 601 – Fiber-Reinforced Concrete (May 2, 2013) 1 Revision of Section 601 – QC Testing Requirements for Structural Concrete (May 8, 2014) 1 Revision of Section 601 – Structural Concrete Strength Acceptance (April 30, 2015) 1 Revision of Sections 601 and 701 – Cements and Pozzolans (November 6, 2014) 4 Revision of Section 603 – Culvert Pipe Inspection (October 2, 2014) 1 Revision of Sections 603, 624, 705, 707, and 712 – Drainage Pipe (April 30, 2015) 3 Revision of Section 612 – Delineators (February 3, 2011) 1 Revision of Section 612 – Flexible Delineators (July 19, 2012) 1 Revision of Sections 613 and 715 – LED Roadway Luminaire (January 30, 2014) 5 Revision of Section 614 – Accessible Pedestrian Signal (November 1, 2012) 3 Revision of Section 614 – Pedestrian Push Button Assembly (July 19, 2012) 1 Revision of Section 618 – Prestressed Concrete (April 26, 2012) 24 Revision of Section 627 and 708 – Pavement Marking Paint (January 31, 2013) 2 Revision of Section 630 – Mobile Pavement Marking Zone (Group 1 without Attenuator) (February 3, 2011) 1 Revision of Section 630 – Retroreflective Sign Sheeting (May 8, 2014) 1 Revision of Section 702 – Bituminous Materials (October 29, 2015) 11 Revision of Section 703 - Aggregate for Bases (October 31, 2013) 1 Revision of Section 703 - Aggregate for Bases (Without RAP) (October 31, 2013) 1 Revision of Section 703 – Aggregate for Hot Mix Asphalt (November 1, 2012) 2 Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1 Revision of Section 712 – Geotextiles (November 1, 2012) 2 Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1 Revision of Section 713 - Epoxy Pavement Marking (January 15, 2015) 2 College and Prospect City Project No. 8318 May 18, 2016 4 Revision of Section 713 – Reflectors for Delineators and Median Barrier (May 2, 2013) 1 Revision of Section 713 – Sign Panel Backgrounds (November 6, 2014) 1 Affirmative Action Requirements – Equal Employment Opportunity (February 3, 2011) 10 Minimum Wages, Colorado, (January 8, 2016) 7 U.S. Department of Labor General Decision Number CO160024, Highway Construction for Larimer, Mesa, and Weld counties. Partnering Program (February 3, 2011) 1 Railroad Insurance (February 3, 2011) 1 Special Construction Requirements, Fire Protection Plan (November 1, 2012) 2 College and Prospect City Project No. 8318 May 18, 2016 5 REVISION OF SECTION 100 – GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows: All references to the State, the Department, the Engineer, the Chief Engineer, etc. shall be understood to mean the City of Fort Collins, Colorado or the City’s designated representative. END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 6 REVISION OF SECTION 101 - DEFINITION OF TERMS Certain terms utilized in the latest edition of the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction shall be interpreted to have different meanings within the scope of this Contract. A summary of redefinitions follows: Subsection 101.28: ―”Department” shall mean City of Fort Collins, Colorado. Subsection 101.27: ―”Chief Engineer” shall mean City of Fort Collins, Colorado or their designated representative. Subsection 101.39: ―”Laboratory” shall mean City of Fort Collins, Colorado or their designated representative. Subsection 101.51: ―”Project Engineer” shall mean the City of Fort Collins, Colorado or their designated representative. Subsection 101.58 ―“Region Transportation Director” shall mean the City of Fort Collins, Colorado or their designated representative. Subsection 101.76 ―”State” shall mean City of Fort Collins, Colorado (where applicable). END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 7 REVISION OF SECTION 105 - CONTROL OF WORK, DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENT Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall include the following: j. Unless otherwise specified the work shall conform to ―Section 01110 – General Provisions in the City of Fort Collins Development Construction Standards. Subsection 105.09 shall have the second paragraph replaced as follows: In case of discrepancy the order of precedence is as follows: (a) Contract Agreement (b) Revisions to CDOT Standard Specifications (Project Special Provisions) (c) Plans (Calculated dimensions will govern over scaled dimensions) (d) Standard Special Provisions (e) General Conditions (f) CDOT Standard Specifications for Road and Bridge Construction (g) CDOT M&S Standards (h) City of Fort Collins Development Construction Standards Subsection 105.10 shall include the following: Coordination with Property Owners and Tenants The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the project area. Every effort will be made to maintain pedestrian and bicycle flow and to accommodate special events and holidays for businesses, pedestrians, parking, and vehicle traffic. The Contractor shall be responsible to coordinate all work activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents. In particular, any proposed disruption or closure to an existing access must be communicated to the property Owners and tenants with as much notice as possible. The minimum notice that will be allowed for any proposed access change is 48 hours. The Contractor shall ensure that adequate alternate access is in place for vehicles and pedestrians and any property-specific access needs are addressed prior to any change in existing access. The Contractor shall coordinate his method of maintaining these accesses with the City of Fort Collins Traffic Operations Department. Subsection 105.11 shall include the following: The Contractor shall coordinate with all utilities well enough in advance that utility improvements do not delay the Contractor’s work. Subsection 105.12 delete and replace with the following: The City, County, CDOT, and local utilities including but not limited to Xcel Energy, Comcast and CenturyLink may contract for and perform other or additional work on or near the Work of the project. When separate contracts are let within the limits of the project, each Contractor shall conduct the Work without interfering or hindering the progress or completion of the work performed by other contractors. Contractors working on the same project shall cooperate with each other as directed. City forces will perform the following work as required by this project: College and Prospect City Project No. 8318 May 18, 2016 8 • Permanent Pavement Marking • Permanent Signing • Traffic Signals/Fiber Optic Lines • Street Lights • Construction Surveying Traffic Coordination 1. The Contractor shall coordinate with the City Traffic Engineer and Project Manager (Dan Woodward) for all traffic control activities. This shall include, but not be limited to, closure of any City Streets, closure of any partial intersection movements, lane reductions, and detours. City Traffic Control Contact: Syl Mireles Phone: (970)221-6815 Email: smireles@fcgov.com 2. The City will install all new traffic signal equipment. City Traffic Signal Contact: Britney Sorenson Phone: 970-222-5533 Email: bsorenson@fcgov.com 3. The Contractor shall coordinate with the City Traffic Engineer to schedule the traffic signal work/fiber optic line relocation in conjunction with other project activities taking into account time needed for order and delivery of materials. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. 4. The City will install all permanent signing. The City will install all permanent pavement markings. City Signing and Striping Contact: Rich Brewbaker Phone: 970-221-6792 Email: rbrewbaker@fcgov.com 5. The Contractor is responsible for removal of pavement markings and installation and maintenance of temporary pavement markings necessary to control traffic during construction. This work will not be paid separately, but shall be included in Construction Traffic Control, Lump Sum. The Contractor shall coordinate with the City Traffic Engineer to schedule permanent signing and striping work in conjunction with other project activities. Full-compliance pavement markings in accordance with Section 627 shall be in place prior to opening the roadway to traffic. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Street Light Coordination 1. City Light and Power Crews will remove and install all street lighting and associated electric utilities for the project. City Light and Power Contact: Tyler Siegmund Phone: (970) 416-2772 Email: tsiegmund@fcgov.com 2. The Contractor shall cooperate with the City Light and Power Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Refer to Utility specification for additional information. Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delay , or loss because of the presence and operations of Contractors working within the limits of the same or adjacent project. Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities shall be identified in Contractor’s schedule. Delays due to coordination issues will be the responsibility of the contractor. College and Prospect City Project No. 8318 May 18, 2016 9 Subsection 105.22 shall be revised as follows: The Colorado Department of Transportation will not participate in the resolution process for any claims filed by the Contractor. END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 10 REVISION OF SECTION 106 - CONTROL OF MATERIAL Section 106 of the Standard Specifications is hereby revised for this project as follows: Subsection 106.03 shall include the following: The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) and Independent Assurance (IA) testing. The Contractor shall be responsible for all Quality Control (QC) testing costs. Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual and the approved Quality Control Plan (QCP). END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 11 REVISION OF SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Section 107 of the Standard Specifications is hereby revised for this project as follows: Subsection 107.01 shall include the following: All hauls traveling to or from the Martin Marietta Materials Taft Hill Plant location are required to be hauled only to/from the north on Taft Hill Road to County Road 54G. No vehicle shall be driven or moved on any private or public highway, street, road or right of way if the vehicle is transporting aggregate material or asphalt paving material unless the load is covered by a tarp or other cover in a manner that prevents the load from escaping the vehicle and which minimizes fumes and emissions. Aggregate material means any rock, clay, silts, gravel, limestone, dimension stone, marble and shale; except that aggregate material does not include wet concrete or other materials not susceptible to blowing. Asphalt paving material means any material formed by mixing aggregate and asphalt cement and includes hot mix asphalt, warm mix asphalt, and bituminous concrete. Subsection 107.02 shall include the following: Unless otherwise specified, the Contractor shall procure all required permits and licenses; pay all charges, fees, and taxes, including permits procured for this project by others; and give all notices necessary and incidental to the due and lawful prosecution of the work. The costs of these permits will not be paid for separately, but shall be included in the work. Below is a list of anticipated permits that will be required for the project. This list is provided as an aid and shall not be interpreted as a complete list of all permits that may be required. It shall be the responsibility of the Contractor to determine the type of permits required for the work. A copy of all permits shall be available on the job site at all times. 1. Stormwater Discharge Permit Associated with Construction Activities (CDPHE) 2. Construction Dewatering Wastewater Discharge Permit (CDPHE) – If Required 3. Excavation Permit (City of Fort Collins) 4. Right-of-way Contractors License (City of Fort Collins) 5. Noise Emission Variance – City of Fort Collins Code Compliance (night work only) Prior to beginning work, the Contractor shall furnish the Engineer with a written list of all permits required for the proper completion of the contract. The list shall clearly identify the types of permits that must be obtained before work on any particular phase or phases of work can be started. Copies of the fully executed permits shall be furnished to the Engineer upon request. The Contractor shall comply with all applicable federal and state laws, orders, and regulations concerning the control and abatement of water and air pollution. The Contractor shall comply with the permits (or permit applications if in progress) even if they have not yet been finalized at the time of construction. Subsection 107.12 is hereby revised to include the following: The Contractor shall limit his work operations to within public right-of-way, permanent utility easements and temporary construction easements. The Contractor shall fence specific areas of vegetation to be protected in the field as shown in the plans or as directed by the Engineer. All construction operations must be performed in such a manner which will avoid protected trees and landscape areas. The Contractor shall perform all the work in such a manner that results in the least environmental damage. College and Prospect City Project No. 8318 May 18, 2016 12 The Contractor shall clearly mark the vegetation protection areas and all construction/demolition limits in the field before commencing demolition operations. Limits of construction are generally defined as the limits of demolition. Subsection 107.18 is hereby revised to read: For this project, all insurance certificates shall name the City of Fort Collins as an additionally insured party. For this project, insurance coverage shall meet the requirements and limits per CDOT Standard Specifications and Revision of Section 107 Responsibility for Damage Claims, Insurance Types and Coverage Limits. In case of a conflict between the City’s General Contract Conditions and CDOT Standard Specifications, the more stringent of the two shall apply. Subsection 107.25 shall include the following: This work consists of the proper treatment and disposal of ground water collected from dewatering operations during excavation activities. The Contractor shall obtain a construction dewatering permit from the Colorado Department of Public Health and Environment (CDPHE). A completed application must be submitted to CDPHE at least 30 days prior to dewatering operations. Dewatering operations shall be conducted in a manner that avoids pollution and erosion. Water from dewatering operations shall not be directly discharged into any state waters including wetlands, irrigation ditches, canals, or storm sewers, unless allowed by a permit. Discharge into sanitary sewers will not be allowed unless written permission is obtained from the owner or controlling authority and a copy of this approval is submitted to the Engineer. Unless prohibited by law or otherwise specified in the Contract, the water from dewatering operations shall be contained in basins for dissipation by infiltration or evaporation, shall be hauled away from the project for disposal in accordance with applicable laws and regulations, or shall be land applied to approved non- wetland vegetated areas. Depending upon the quality of the water, land application of water to vegetated areas may require a written concurrence or permit from CDPHE and from the owner of the facility. Based on guidelines and criteria from CDPHE, the Contractor shall determine the quality of the water, obtain applicable concurrences or permits, and furnish copies of the concurrences or permits obtained to the Engineer. Subsection 107.25(c) is hereby revised to include the following: (c) Measurement and Payment. Add the following to Paragraph 1: All work associated with preparing, securing and concurring with the required permits (refer to Revision of Subsection 107.02) will not be measured and paid for separately, but shall be included in the work. END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 13 REVISION OF SECTION 108 – PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.05 shall include the following: Work Hours: Work hours are 7 AM to 6 PM, Monday through Friday. Extended hours and weekend work are anticipated and will be permitted with written approval from the Project Manager. Night time work shall be permitted with written approval from Project Manager. Work shall be permitted on holidays with written approval from the Project Manager. Work requests beyond working hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date. Night and weekend work will be allowed with 5 days prior notice to the Project Manager. Demolition work will not be permitted before 7 AM or after 6 PM. END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 14 REVISION OF SECTION 201 – CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows: Subsection 201.01 is hereby revised to include the following: This work includes removal and disposal of existing retaining walls, concrete bases for ground signs, trees, stumps, shrubs, vegetation, trash and any other items necessary to complete the improvements within the limits of the right-of-way, easement areas, and other areas shown in the contract or required by the work. These items shall be removed and disposed of by the Contractor during construction and prior to final acceptance of the project. The Contractor shall contact the City of Fort Collins Arborist prior to pruning trees and shrubs the will be necessary for the pavement equipment that will be used for the milling/overlay of the roadway. Subsection 201.02 is hereby revised to include the following: The Contractor may not dispose of clearing and grubbing materials on the project site. All unsuitable materials generated by clearing and grubbing operations shall be legally disposed of off the project site. The Contractor shall coordinate the limits of work with the Engineer prior to commencing clearing and grubbing. Subsection 201.02, delete the third paragraph and replace with the following: The limits of clearing and grubbing shall be confined to the limits of work. Areas of protection shall be established by the Engineer prior to construction. All trees, shrubs, plants, grasses and other vegetative materials within those areas of protection shall remain, except as designated by the Engineer. If noxious weeds are found before grading, areas to be disturbed shall be pre-treated with either an approved herbicide or mowing before grading. Clearing and grubbing shall include the pruning of all trees that will remain within the final right-of-way. Pruning of trees shall include removal of all branches that conflict with construction of the proposed improvements and all dead branches. Avoid the unnecessary removal of trees or shrubs; for example, prune the aerial portions of trees and shrubs that hang over a project area and interfere with equipment. Once all clearing and grubbing is completed and approved, no additional clearing shall be allowed unless approved, in writing, by the Engineer. Subsection 201.04 shall include the following: Payment for clearing and grubbing shall be on a lump sum basis and shall include removal and disposal of trees, stumps, shrubs, trash, retaining walls and protruding objects designated for removal within the project limits by the Engineer. Payment will be made under: Pay Item Pay Unit Clearing and Grubbing Lump Sum END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 15 REVISION OF SECTION 202 - REMOVAL OF PIPE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing pipe within the project limits as shown on the plans or at locations directed by the Engineer. In Subsection 202.02 delete the seventh paragraph and replace with the following: The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing pipe will be measured by the linear foot of pipe removed, and accepted. Excavation and backfilling will not be paid separately and shall be included in the cost for removal of pipe. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Pipe Linear Foot Work shall include all material, equipment, labor, and disposal of materials to complete the work. END OF SECTION REVISION College and Prospect City Project No. 8318 May 18, 2016 16 REVISION OF SECTION 203 - EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.01 shall include the following: The Contractor shall comply with all requirements of any soils reports provided by the City of Fort Collins. Subsection 203.02 shall include the following: (a) Unclassified Excavation Excavation/embankment quantities shown in the Bid Schedule and on the Summary of Approximate Quantities plan sheet only includes the excavation and/or embankment required to construct the subgrade to the bottom of all pavement sections (including composite sections), as shown in the cross sections. (c) Muck Excavation Any unsuitable material will be replaced and compacted with suitable material in accordance with the Geotechnical Report for this project. (f) Potholing Potholing of utilities, as required to complete the work, shall be conducted by the Contractor to determine the location, depth, size and material composition of utility lines, and potential conflict(s) with the work. Contractor shall review the plans and determine the necessary pothole requirements to complete the work as specified. Potholing will not be paid for separately and shall be considered subsidiary to the work. It is expected that the contractor pothole as necessary to complete the work in a safe and efficient manner without damaging underground utilities. Where required, concrete pavement removed during potholing operations shall be replaced with Class B concrete in accordance with Revision of Section 412 of the Special Provisions and Section 412 of the Standard Specifications. Subsection 203.05, (f) Potholing, add the following to the second paragraph: Records of the potholed utilities shall be surveyed and submitted to the Engineer. Subsection 203.06 shall include the following: Embankment shall be constructed with suitable on-site material or imported borrow material from an approved source. Embankment material shall be free of vegetation, brush, sod, trash and other deleterious substances and should not contain rocks, debris or lumps having a diameter of more than 4 inches. Rocks, debris or lumps shall be evenly dispersed throughout the fill. Embankment material shall contain a maximum of 70 percent passing the No. 200 sieve, have a liquid limit of less than 40, a plasticity index less than 25 and a swell potential of less than 1% when remolded to 95% of the AASHTO T99 standard proctor maximum (at optimum moisture) under a 200 pcf surcharge pressure. The borrow material shall have a resistance value of at least 9 when tested by the Hveem Stabilometer method. Borrow material shall be approved by the Engineer and tested for water soluble sulfates. In Subsection 203.09, 3rd Paragraph, delete the 2nd sentence and replace with the following: In areas that are observed to have soft spots in the subgrade, where deflection is not uniform or is excessive, as determined by the Engineer, the Contractor shall perform one of the following two methods for stabilization of the subgrade. The method will be determined by the Engineer. (a) The area shall be ripped, scarified, dried or wetted as necessary and re-compacted to the requirements for density and moisture to the contract depth, at the Contractor’s expense. College and Prospect City Project No. 8318 May 18, 2016 17 (b) The area shall be removed to the depth indicated by the Engineer and replaced with Class 6 aggregate base course. Class 6 aggregate base course shall meet the requirements of Section 304 of the Standard specifications and Revision of Section 304 of the Special Provisions. Subsection 203.13 shall include the following: The earthwork quantities include only that material excavated or placed as fill to construct the improvements to subgrade elevation. (a) Excavation Quantities of earthwork associated with Embankment Material (Complete in Place) will not be measured in place, but shall be paid for at the quantity shown in the bid schedule. (b) Embankment Quantities of earthwork associated with Borrow (Complete in Place) will not be measured in place, but shall be paid for at the quantity shown in the bid schedule. The original cross sections will be used for determination of volumes of embankment material placed, unless changes have been directed. If the Contractor considers that there is a discrepancy in the bid form quantity to actual field quantities, then he shall notify the Engineer immediately. An appropriate adjustment will be made to the quantity if the Contractor can demonstrate through survey or other approved means that the actual quantity of earthwork excavated and/or placed differs from plan quantity by more than 15 percent. Exceptions will be made when field changes are ordered or when it is determined that there are discrepancies on the plans in an amount of at least plus or minus two percent of the plan quantity. Other methods of determining earthwork quantities, such as truck load counts or weight tickets, will not be used on this project. Sub-excavation will not be paid for separately, but shall be paid for as Embankment Material (Complete in Place), and shall be compensation for all work necessary to complete the item including haul and disposal of any bedrock material encountered within the project limits. Filling of the areas, which have been sub-excavated, shall be done with on-site embankment material and will not be measured and paid for separately but shall be included in the work. Excavation for the removal of unsuitable subgrade/embankment material for the replacement of aggregate base course, when determined by the Engineer, shall be measured and paid for on a volume basis. The additional excavation shall be measured in cubic yards and determined in the field by the following equation: Excavation Length (FT) x Excavation Width (FT) x Excavation Depth (FT) 27 FT3/CY Quantities of earthwork associated with roadway embankment will not be measured in place, but shall be paid for under “Embankment Material (Complete in Place)”. (d) Potholing Potholing will not be measured and paid for separately, but shall be considered subsidiary to the work. (e) Proof Rolling Proof Rolling will not be measured and paid for separately. (g) Muck Excavation Quantities of muck excavation shall be measured by the number of cubic yards of unsuitable material removed and replacing and compacting the area with suitable material in accordance with the Geotechnical Report for this project Section 203.14 shall be revised to include the following: Payment will be made under: College and Prospect City Project No. 8318 May 18, 2016 18 Pay Item Pay Unit Unclassified Excavation (Complete in Place) Cubic Yard END OF SECTION REVISION May 18, 2016 19 REVISION OF SECTION 403 - HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the current Larimer County Urban Area Street Standards for Arterial Roadways. All top lift asphalt shall use a PG 64-28 modified binder. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S). A minimum of 1 percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. Subsection 403.04 shall include the following: In Full Depth reconstruction and patching areas the pavement section shall be: 7” of HMA (Grade S) (100) (PG 64-22) 3” of HMA (Grade SX) (100) (PG 64-28) 2 – 1.5” Lifts The patching and Full Depth pavement section shall include only the bottom course of hot mix asphalt. The top course is quantified as part of the overlay areas. For Overlay areas the pavement section shall be: 3” of HMA (Grade SX) (100) (PG 64-28) 2 – 1.5” lifts Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading S) (100) (PG 64-22) (7” Full Depth and Patching) Ton Hot Mix Asphalt (Grading SX) (100) (PG 64-28) (3” Top lift and Overlay) Ton Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not be paid for separately, but shall be included in the unit price bid. The pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. Emulsified asphalt for prime and tack coats will not be measured and paid for separately, but shall be included in the Hot Mix Asphalt pay items. May 18, 2016 20 END OF SECTION REVISION May 18, 2016 21 REVISION OF SECTION 412 – PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: Subsection 412.03 shall include the following: • Concrete (10 Inch): Concrete shall be Class “P” concrete. The unit price shall include the entire cost of the installation. Price will include saw cutting, furnishing and installing dowel bars and keyways; supplying, forming, placing, finishing, and edging the concrete surface; curring and sealing materials, joint materials and sealers. • Concrete Pavement (10 Inch) (Special): Concrete crosswalks shall be Class “P” concrete. The concrete shall be integrally colored with the required lbs. of Davis Color “Tile Red” per sack of cement. The texture will be Brickform Texture Mats FM-3500 Cal Weave, 24”x24” (or approved equal). The surface of the concrete crosswalk shall be sealed and protected from drying with Davis W-1000 Clear Cure and Seal (or approved equal). The unit price shall include the entire cost of the installation. Price will include saw cutting, furnishing and installing dowel bars and keyways; supplying, forming, placing, finishing, stamping and edging the concrete surface; curring and sealing materials, joint materials and sealers; texturing equipment. Contractor shall provide up to three mock-up slabs of each colored concrete paving. Finished products that do not match the approved test slab shall be removed and replaced by the Contractor at no cost to the Owner. Subsection 412.03 shall include the following: Driveway approaches shall be class P concrete in accordance with Section 601 and shall be installed in accordance with details 706 and 707 as shown on the plans. Subsection 412.18 shall include the following: The Contractor shall cut the transverse and longitudinal joints to the width and depth required. The cut shall be made with a power drive saw equipped with diamond blades. The residue from sawing shall be removed from the pavement by the Contractor. The material shall be removed at the time of the sawing operation using equipment designed for that purpose. Any damage to the concrete pavement such as spalling or fracturing shall be repaired by the Contractor as directed by the Engineer at no cost to the project. The joints shall be immediately flushed with water to remove any sawing residue. Cleaning, repairing, and proper curing of any spills, fractures, breaks, or voids in the concrete surface of the joints shall be accomplished prior to installing the backer rod material or joint sealant. The backer rod shall be placed in such a manner that the grade for the proper depth of the seal material is maintained. May 18, 2016 22 Subsection 412.24(a) shall include the following: Pay Item Pay Unit Concrete Pavement (10 Inch) Square Yard Concrete Pavement (Special) (10 Inch) Square Yard The price of all pay items shall be full compensation for furnishing and placing all materials including test slabs, and demolition of test slabs, excavation, concrete, color additives, stamp mold, forms, joint materials, reinforcement, tooling and finishing. END OF SECTION REVISION May 18, 2016 23 REVISION OF SECTION 412 - FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: Subsection 412.03 shall include the following: Where Concrete Pavement (Fast Track) is specified by the Engineer, the concrete shall be Concrete Class E and shall conform to the requirements for Concrete Class E as described in Section 601. Substitution of other classes of concrete will not be allowed. Use of Fast Track Concrete Pavement without the direction of the Engineer shall be paid as 412-00900 Concrete Pavement (10 Inch). Subsection 412.04 shall include the following: For Concrete Class E, the Contractor shall develop maturity relationships in accordance with ASTM C 1074 with the following additions or modifications: 1. The cylinders used to establish the compressive strength vs. maturity relationship shall be cast and cured in the field in conditions similar to the project. 2. These cylinders shall be tested in pairs at times which yield compressive strengths three sets of which are at or below 17 Mpa (2500 psi) and one of which is above 17 Mpa (2500 psi). 3. Testing to determine datum temperature or activation energy will not be required. 4. A test slab shall be cast at the same time and location as the cylinders. The test slab shall have a length and width of 2 m x 2 m (6 feet x 6 feet) and a thickness equal to the pavement design thickness. The maturity of the test slab, when used in the compressive strength vs. maturity relationship from the cylinders, shall indicate that a compressive strength of 17 Mpa (2500 psi) is achieved in the required time. Slab maturity will be determined with two probes located in the slab approximately 300 mm and 600 mm (1 and 2 feet) from the edge. The test slab shall be covered with a blanket similar to the one to be used on the pavement. The development of the maturity relationship and maturity determination of the test slab is part of the trial mix and shall thus be documented in the Concrete Mix Design Report. The Contractor shall provide a multi-channel maturity meter and all necessary wire and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. Placement shall be as directed by the Engineer. Calcium chloride will not be allowed. Admixtures which conform to AASHTO M 194 Type F (water reducing, high range) and Type G (water reducing, high range and retarding) will be permitted for Concrete Class E. Subsection 412.18 shall include the following: The transverse and untied longitudinal joints of Concrete Pavement (Fast Track) shall be cleaned and sealed with preformed compression joint seals prior to opening of the pavement to traffic. May 18, 2016 24 Subsection 412.23 shall include the following: The quantities for Concrete Pavement (10 Inch) (Fast Track) will be paid only when required by the Project Engineer in critical locations. All other uses of high early concrete in order to meet paving and/or schedule requirements will be considered incidental to the work covered in pay item “Concrete Pavement (10 Inch)”. Subsection 412.24(a) shall include the following: Pay Item Pay Unit Concrete Pavement (Fast Track) (10 Inch) Square Yard Furnishing, calibrating and use of the maturity meter, wire, and other appurtenances including the molding, curing and breaking of cylinders for calibration, and placement of the slab will not be measured and paid for separately, but shall be included in the work. END OF SECTION REVISION May 18, 2016 25 REVISION OF SECTION 601 - CONCRETE FINISHING Section 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 601.12 (a) delete the fifth paragraph and replace it with the following: Water shall not be added to the surface of the concrete to assist in finishing operations. Hand finishing should be minimized wherever possible. The hand finishing methods shall be addressed in the Quality Control Plan for concrete finishing. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the surface to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in-place for more than 30 minutes or when initial set has begun. Finishing tools made of aluminum shall not be used. The Contractor shall provide a Quality Control Plan (QCP) to ensure that proper hand finishing is accomplished in accordance with current Industry standards. It shall identify the Contractor’s method for ensuring that the provisions of the QCP are met. The QCP shall be submitted to the Engineer at the Preconstruction Conference. Concrete placement shall not begin until the Engineer has approved the QCP. The QCP shall identify and address issues affecting the quality finished concrete including but not limited to: (1) Timing of hand finishing operations (2) Methodology to place and transport concrete (3) Equipment and tools to be utilized (4) Qualifications and training of finishers and supervisors When the Engineer determines that any element of the approved QCP is not being implemented or that hand finished concrete is unacceptable, work shall be suspended. The Contractor shall supply a written plan to address improperly placed material and how to remedy future hand finishing failures and bring the work into compliance with the QCP. The Engineer will review the plan for acceptability prior to authorizing the resumption of operations. In subsection 601.14(a) delete the fourth paragraph. END OF SECTION REVISION May 18, 2016 26 REVISION OF SECTION 603 - CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised for this project as follows: Subsection 603.01 shall be revised to include the following: All utility construction shall conform to the City of Fort Collins Development Construction Standards for Water, Wastewater and Stormwater, dated December 2011. The contractor can request the most recent copy and updates from Andrew Gingerich, P.E. at agingerich@fcgov.com or 970-221-6232. Subsection 603.02 shall be revised to include the following: All reinforced concrete pipe and bends shall be Class III unless otherwise specified in the plans. Reinforced concrete pipe and bends shall also meet the minimum requirements for Class 2 sulfate resistance (refer to Section 601 of the Standard Specifications). Pipe joints for reinforced concrete pipe shall be bell and spigot complying with the applicable requirements of ASTM C 361. The spigot end shall be of a grooved or ―profile‖ design to accommodate an appropriate rubber O- ring or ―profile‖ gasket conforming to the requirements of ASTM C 361. Subsections 603.03 through 603.10 shall be revised to include the following: Culvert pipes and bends shall be constructed continuously, from downstream to upstream, except when otherwise approved by the Engineer. The Contractor is responsible for matching line and grade as shown within the Contract Drawings. Bedding material shall be placed in accordance with the Contract Drawings and applicable Standard Details to provide uniform and continuous support. Culverts and pipe shall be placed with the groove end facing upstream. Each conduit section shall be set into position and checked for line and grade prior to continuing placement. The manufacturer’s recommendations shall be closely followed during installation. The Contractor shall ensure that all installed culverts are kept clean and free from gravel, dirt and debris during and after installation. The Contractor shall incur all costs associated with street failures, cave-ins, system washout and settlements, and culvert cleaning as a result of carelessness during this timeframe. Subsection 603.11 shall include the following: Pipe shall be measured on a per linear foot basis for the actual number of linear feet of specified pipe installed. Subsection 603.12, delete the 2nd to the last paragraph and replace with the following: Payment will be made under: Pay Item Pay Unit 18 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot 24 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot 36 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot 48 Inch Reinforced Concrete Pipe (Complete In Place) Linear Foot Payment shall include but is not limited to all excavation, disposal of excess material offsite, shoring and bracing, bedding and backfill material (including filter material and geotextile, flowable fill), furnishing and installing pipe, cleaning existing pipe, lining of pipe, grout, backfill and compaction. Payment shall be made at the applicable contract unit price for the respective bid items and shall be full compensation for all labor, equipment, materials, loading, transportation, unloading, installation, excavation, bedding, flowable fill, formwork, reinforcing steel, concrete/grout, curing, protection of existing facilities, gaskets, joint materials, and all other appurtenant items to complete the work. END OF SECTION REVISION May 18, 2016 27 REVISION OF SECTION 604 – MANHOLES AND INLETS Section 604 of the Standard Specifications is hereby revised for this project as follows: Subsection 604.01 shall include the following: This work shall consist of furnishing and installing a Type 13 Combo or Type R Inlet at the locations indicated on the plans. Subsection 604.06 shall include the following: Measurement for the Type R Inlet will be for each unit (complete) that is installed per the plans, manufacturer’s recommendations and accepted by the Engineer. Subsection 604.07 shall include the following: Payment will be made under: Pay Item Pay Unit Inlet Type 13 Combo (10 Foot) Each Inlet Type R L5 (10 Foot) Each Inlet Type R L10 (10 Foot) Each Manhole (5-10 Foot) Each Payment shall include but is not limited to all excavation, disposal of excess material offsite, shoring and bracing, bedding and flowable fill, furnishing and installing of the manhole including necessary pipe connections, placement of backfill and compaction. Payment shall be full compensation for all labor, equipment, materials (e.g. manhole sections, pipe, gaskets, joint materials, ring and cover, concrete grade rings, etc.), loading, transportation, unloading, installation, and all other appurtenant items necessary to complete the work. END OF SECTION REVISION May 18, 2016 28 REVISION OF SECTION 608 - SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.02 shall include the following: Concrete for sidewalks and curb ramps shall meet all the requirements of a Class B concrete in Section 601 of the Standard Specifications. Class D may be substituted for class B concrete. Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the M- Standard Details. Truncated dome sections shall be “wet set” in the concrete. Surface applied products or products that are installed on a sand bed will not be allowed. Truncated domes shall be brick red or tile red to provide color contrast with the adjoining ramp surface. Approved truncated domes manufacturers are listed in the table below. Vendor Name Product Phone Number Engineered Plastics, Inc. Armor Tile Cast-In-Place Detectable Warning System 800-682-2525 Neenah Foundry Company Detectable Warning Plates 800-558-5075 East Jordan Iron Works, Inc. Truncated Dome Plates 800-626-4653 ADA Solutions, Inc. Cast-In-Place Composite Tactile Detectable Warning Surface 800-372-0519 Subsection 608.03 shall include the following: Concrete curb ramps shall be constructed in accordance with the horizontal layout shown on the plans and in accordance with CDOT Standard Plan No. M-608-1. Subgrade under sidewalks and curb ramps shall be moisture and density treated in accordance with Section 306, “Reconditioning.” Concrete median nose shall be constructed in accordance with LCUASS “Standard Details for Raised Median Geometry” Drawing 801. Subsection 608.06 shall include the following: Payment will be made under: Pay Item Pay Unit Concrete Sidewalk (6 Inch) Square Yard This price shall be full compensation for all labor, materials and equipment necessary to complete the respective items as well as proof rolling that is required for the subgrade. END OF SECTION REVISION May 18, 2016 29 REVISION OF SECTION 609 - CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised for this project as follows: Subsection 609.02 shall include the following: Concrete for curb and gutter poured monolithically with adjacent concrete pavement as shown in the plans shall be identical to that used for the specified adjacent concrete pavement. The gutter slope shall match the slope of the adjacent roadway as shown on the plan details. Concrete for curb and gutter not poured monolithically with adjacent concrete pavement shall meet all the requirements of a Class B concrete in Section 601 of the Standard Specifications. Class P may be substituted for class B concrete. Subsection 609.03 shall include the following: Subgrade under curb and gutter shall be moisture and density treated in accordance with Section 306, “Reconditioning”. Subsection 609.07 shall include the following: Payment will be made under: Pay Item Pay Unit Curb and Gutter Type 2 (Section I-B) Linear Foot Curb and Gutter Type 2 (Section II-B) Linear Foot END OF SECTION REVISION May 18, 2016 30 REVISION OF SECTION 614 - TRAFFIC CONTROL DEVICES Section 614 of the Standard Specifications is hereby revised for this project as follows: Subsection 614.01 shall be deleted and replaced with the following: This work shall be done in accordance with the following, and in case of discrepancy the order of precedence shall be as follows: 1. Project Special Provisions 2. Larimer County Urban Area Street Standards 3. Project Standard Specifications 4. CDOT Standard Specifications for Road and Bridge Construction 2011 5. The latest revision of the Manual on Uniform Traffic Control Devices for Streets and Highways published by the FHWA and adopted by CDOT END OF SECTION REVISION May 18, 2016 31 REVISION OF SECTION 627 - PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings for the project. The Contractor is required to coordinate with the City for the completion of work. The Contractor is responsible for furnishing, installing, and removing as necessary all temporary pavement markings during construction. Subsection 627.13 shall include the following: Each application of temporary pavement marking will not be measured and paid for separately, but shall be included in the cost of Construction Traffic Control, Lump Sum. Control points and Contractor pavement marking plans will not be measured and paid for separately but shall be included in the work. END OF SECTION REVISION May 18, 2016 32 UTILITIES Known utilities within the limits of this project are: Century Link (Phone) Bill Johnson (970) 490-7501 City of Fort Collins Water & Sewer Andrew Gingerich (970) 221-6232 City of Fort Collins Light & Power Luke Unruh (970) 416-2724 City of Fort Collins Traffic Signals Britney Sorenson (970) 416-2268 Comcast (Cable TV) Don Kapperman (970) 484-7166 Platte River Power Authority Travis Phifer (970) 229-5390 XCEL Energy (Gas) Stephanie Rich (970) 225-7828 Zayo Group (Fiber Optic) Eric Boe (303) 481-6121 The Contractor shall coordinate with the Project Engineer and any appropriate utility company to facilitate the installation, placement and relocation of all utilities impacted on this project. The work described in these plans and specifications requires coordination between the Contractor and the utility companies in accordance with subsection 105.11 in conducting their respective operations as necessary to complete the utility work with minimum delay to the project. Also, in accordance with the plans and specifications, and as directed by the Engineer, the Contractor shall keep each utility owner advised of any work being done to its facility, so that each utility owner can coordinate its inspections for final acceptance of the work with the Engineer. The Contractor shall coordinate the work with the owners of the utilities impacted by the work. Coordination with utility owners includes, but is not limited to, staking construction features, providing and periodically updating an accurate construction schedule which includes all utility work elements, providing written notification of upcoming required utility work elements as the construction schedule indicates, allowing the expected number of working days for utilities to complete necessary relocation work, conducting necessary utility coordination meetings, applying for and obtaining power or communication services in the City’s name and all other necessary accommodations as directed by the Project Engineer. Surveying and/or staking of utility relocations to be performed by the owner shall be the responsibility of the utility owner. Prior to excavating or performing any earthwork operations, the Contractor shall positively locate all potential conflicts with existing underground utilities and proposed construction, as determined by the Contractor according to proposed methods and schedule of construction. The Contractor shall modify construction plans to avoid existing underground facilities as needed, and as approved by the Engineer. Please note that UNCC marks only its member’s facilities – Other facilities, such as ditches and drainage pipes and CDOT’s fiber optic system may exist, and it is the Contractor’s responsibility to investigate, locate and avoid such facilities. The Contractor shall provide traffic control for any utility work expected to be coordinated with construction, as directed by the Project Engineer. GENERAL: The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements") when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two (2) business days, not including the day of notification, prior to commencing such operations. The May 18, 2016 33 Contractor shall contact the Utility Notification Center of Colorado (UNCC) at (8-1-1) or 1-800-922-1987 to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavating or grading. The location of utility facilities as shown on the plan and profile sheets, and herein described, were obtained from the best available information. The Contractor shall coordinate with the utility companies regarding protection and/or relocating the utilities to accommodate the proposed improvements. This work shall be figured in to the Contractor’s schedule to complete the work within the specified construction duration. All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the work. 3 . 08 % - 6 . 46 % 2 . 00 % 2 . 00 % - 2 . 00 % - 2 . 00 % - 7 . 12 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 30 00 % - 3 . 31 % - 5 . 98 % - 2 . 00 % 2 . 00 % 2 . 00 % - 2 . 00 % - 3.20 % - 6 . 56 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 29 00 % - 2 . 13 % - 1 . 69 % - 4 . 24 % - 2 . 00 % 2 . 00 % 2 . 00 % - 2 . 00 % - 2 . 6 3 % - 5 . 29 % - 2 . 00 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 28 2 . 75 % - 3 . 71 % 2 . 8 6 % - 1 . 18 % - 2 . 1 3 % 1 . 76 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 27 - 2 . 00 % - 2 . 00 % -0.38% - 1.50 % - 2 . 16 % - 1 . 99 % 1 . 49 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 26 EXIST FIBER OPTICS 2 . 00 % 2 . 00 % - 2.00 % - 4 . 73 % 1 . 16 % - 2 . 00 % 2 . 00 % - 4 . 04 % - 7 . 93 % 1 . 51 % 1 . 60 % 1 . 3 6 % - 2 . 7 0 % - 2.56 % 1.62 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 25 % 0 . 92 % - 2 . 00 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 24 . 67 % - 2 . 67 % 0 . 72 % - 2 . 00 % 2 . 0 0 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 23 2 . 48 % 0.62% - 2.00 % 2 . 00 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 22 0 0 % 2 . 0 0 % - 2 . 00 % - 3 . 16 % 1 . 93 % - 1 . 93 % 1 . 99 % 2.00 % 2 . 00 % - 2 . 00 % - 2.74 % - 2 . 16 % 0 . 91 % - 2 . 01 % 2.00 % 2 . 00 % CROSS CEF DMZ CROSS SECTIONS COLLEGE & PROSPECT 2:1 VERTICAL EXAGGERATION 21 1 . 04 % - 0 . 75 % 2 .0 0 % 2:1 VERTICAL EXAGGERATION CROSS SECTIONS COLLEGE & PROSPECT DMZ CEF CROSS 20 PINE TREE 16" DIA 20' CAN PINE TREE 16" DIA 20' CAN PINE TREE 14" DIA 20' CAN PINE TREE 6" DIA 15' CAN PINE TREE 4" DIA 8' CAN PINE TREE 36" DIA 40' CAN DECIDUOUS TREE 10" DIA 20' CAN DECIDUOUS TREE 8" DIA 20' CAN DECIDUOUS TREE 16" DIA 25' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 12" DIA 20' CAN PINE TREE 8" DIA 20' CAN DECIDUOUS TREE 24" DIA 30' CAN PINE TREE 6" DIA 8' CAN PINE TREE 12" DIA 20' CAN DECIDUOUS TREE EVSM EVSM TVT TRAFV TRAFV TRAFV TRAFV SA SA SW SW WV WV WV T T E TRAFV SIG SIG SIG SIG T TVT TRAFFIC CONTROL BOX EVSM EVSM TRAFV ELV 108 + 00 109 + 00 110 + 00 111 + 00 (PROTECT IN PLACE) VALVE BOX AND 6" WATER LINE EXISTING FIRE HYDRANT, DUCT BANK FIBER OPTIC 18" ZAYO ADJUST MANHOLE 4" MW XCEL GAS COMCAST XCEL ELECTRIC 4" MW XCEL GAS DUCT BANK FIBER OPTIC 18" ZAYO OPTIC VAULT ZAYO FIBER ADJUST MANHOLE DUCT BANK 6-4" CENTURYLINK DUCT BANK 24-4" CENTURYLINK (PROTECT IN PLACE) WATER METER TO BE RELOCATED BY CITY CITY TRAFFIC FIBER OPTIC ADJUST MANHOLES VALVE BOXES ADJUST AND CLEAN PROSPECT ROAD JMB JMB Utility MATCH LINE STA 107+50 0' 20' 40' 80' 3 of 3 UTILITY PLAN COLLEGE & PROSPECT REMINGTON ST EXISTING AND PROPOSED STORM SEWER SYSTEMS. SEE DRAINAGE PLANS FOR INFORMATION ON NOTE: 4 " C E N T U R Y L I NK DU C T B ANK 4" MW XCEL GAS 10" VCP SANITARY 4 " C I T Y W A TE R 12 " C I T Y W A TE R 4" CITY WATER 12" CITY WATER 10" VCP SANITARY 10" VCP SANITARY DUCT BANK 6-4" CENTURYLINK DUCT BANK 24-4" CENTURYLINK 6 " P V C S AN I T A R Y C E N T U R Y L I NK F I B E R O P T I C FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS 19 VALVE BOX AND 6" WATER LINE EXISTING FIRE HYDRANT, REPLACED BY THE CITY TO BE REMOVED AND AND UNDERGROUND CONDUIT EXISTING SIGNAL EQUIPMENT REPLACED BY THE CITY TO BE REMOVED AND AND UNDERGROUND CONDUIT EXISTING SIGNAL EQUIPMENT VALVE BOXES ADJUST AND CLEAN COMCAST CABLE TV CITY WATER SERVICE ADJUST MONITORING WELL ADJUST MONITORING WELL ADJUST MANHOLE www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/19/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:30:47 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Utilities\Drawings\Prospect Intersection Prospect Intersection TRAFFIC CONTROL BOX SW SW SW SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX SW SW SW SW SW SIG SIG SIG SIG 105 + 00 106 + 00 107 + 00 0' 20' 40' 80' PROSPECT ROAD JMB JMB Utility 2 of 3 UTILITY PLAN COLLEGE & PROSPECT EXISTING AND PROPOSED STORM SEWER SYSTEMS. SEE DRAINAGE PLANS FOR INFORMATION ON NOTE: COLLEGE AVE MATCH LINE STA 107+50 MATCH LINE STA 104+50 10" VCP SANITARY 8" CITY WATER 4 " C E N T U R Y L I NK DU C T B ANK 4 " V C P S AN I T A R Y 4" MW XCEL GAS 10" VCP SANITARY X C EL GA S S E R V I C E 12 " C I T Y W A TE R 12 " C I T Y W A TE R CITY WATER SERVICE FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS UTILITY LEGEND CSU CONTRACTOR BE COMPLETED BY ANTICIPATED TO LIMITS OF WORK 18 TELP TELP SPNKCB TRAFV MH MH MH MH MH MH MH MH MH MH MH MH PED BUTTON RR RR RR RR PEDSIG 10" DIA 30' CAN DECIDUOUS TREE 10" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 14" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 12" DIA 30' CAN DECIDUOUS TREE 16" DIA 40' CAN DECIDUOUS TREE 10" DIA 25' CAN DECIDUOUS TREE 7" DIA 25' CAN DECIDUOUS TREE PEDSIG PEDSIG PEDSIG SIG SIG SIG 10" DIA 25' CAN DECIDUOUS TREE PED BUTTON EVSM EVSM EVSM 100 + 00 101 + 00 102 + 00 103 + 00 104 + 00 EVSM ELV SA SA SA SA SW WV WV WV WV WV WV WV SW SW WV WV SIG SIG SIG TELP EVSM SW SIG PED BUTTON RR RR RR RR PEDSIG SW WV PEDSIG PEDSIG PEDSIG SIG SIG TRAFV SIG SIG TRAFV PED BUTTON EVSM TRAFV TRAFV TELP 16 LF OF PIPE VALVE BOX AND REMOVE FIRE HYDRANT, AND 10 LF OF 6" DIP 6" GATE VALVE AND BOX, INSTALL 6" FIRE HYDRANT, 8" CITY WATER COMCAST TV CABLE 4" CENTURYLINK DUCT BANK CENTURYLINK PEDESTAL COMCAST PEDESTAL DUCT BANK FIBER OPTIC 18" ZAYO OPTIC VAULT ZAYO FIBER COMCAST CABLE TV DUCT BANK FIBER OPTIC 18" ZAYO 8" VCP SANITARY VALVE BOXES ADJUST AND CLEAN VALVE BOX ADJUST AND CLEAN VALVE BOX ADJUST AND CLEAN VALVE BOX ADJUST AND CLEAN ADJUST MANHOLE ADJUST MANHOLE ADJUST MANHOLE COMCAST CABLE TV ADJUST MANHOLE ADJUST MONITORING WELL CUT AND CAPPED BY CSU EXISTING IRRIGATION LINE ABANDONED BY CSU EXISTING IRRIGATION PROSPECT ROAD JMB JMB Utility MATCH LINE STA 104+50 UTILITY PLAN COLLEGE & PROSPECT 1 of 3 0' 20' 40' 80' 4" MW XCEL GAS 8" CITY WATER 12" VCP SANITARY 4 " C E N T U R Y L I NK DU C T B ANK 6" CITY WATER 12" VCP SANITARY S AN I T A R Y 4 " V C P 8 " V C P S AN I T A R Y 4" MW XCEL GAS 12" VCP SANITARY 10" VCP SANITARY 8 " V C P S AN I T A R Y EXISTING AND PROPOSED STORM SEWER SYSTEMS. SEE DRAINAGE PLANS FOR INFORMATION ON NOTE: BUILDING CSU MEDICAL BNSF RAILROAD FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS UTILITY LEGEND CSU CONTRACTOR BE COMPLETED BY ANTICIPATED TO LIMITS OF WORK 17 X I S T I NG R E M I NG T ON M A I N L I N E 5010 5015 5005 5000 4995 4985 4990 4980 5015 4995 5000 5005 5010 4990 4985 4980 5010 5015 5005 5000 4995 4985 4990 4980 0+00 0+50 R E M I NG T ON S W EXISTING C O LLE G E S OU T H EXISTING 0+00 0+50 1+00 1+50 2+00 2+50 R E M I NG T ON N W EXISTING 4980 4985 4990 4995 5000 5005 5010 5015 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 H=5.55' INV OUT=4985.91 (S)(24") INV IN=4986.74 (W)(15") INV IN=4986.78 (N)(15") INV IN=4986.92 (NE)(12") RIM=4991.46 EX MH-05 H=5.51' INV OUT=4984.66 (S)(24") INV IN=4984.92 (N)(24") INV IN=4985.46 (NW)(12") RIM=4990.17 EX MH-06 @ 1 . 64 % E X I S T I NG 24 " E X I S T I NG 24 " @ 0 . 36 % E X I S T I NG 15 " @ 0 . 29 % H=5.55' INV OUT=4985.91 (S)(24") INV IN=4986.74 (W)(15") INV IN=4986.78 (N)(15") INV IN=4986.92 (NE)(12") RIM=4991.46 EX MH-05 INV OUT=4988.59 (SW)(12") EX TYPE 16 INLET @ 4 . 27 % E X 12 " INV OUT=4986.86 (W)(15") INV IN=4986.98 (N)(12") INV IN=4986.86 (E)(15") EX TEE INV OUT=4987.88 (S)(12") EX TYPE 16 INLET @ 3 . 7 0 % E X 12 " H=5.51' INV OUT=4984.66 (S)(24") INV IN=4984.92 (N)(24") INV IN=4985.46 (NW)(12") RIM=4990.17 EX MH-06 INV OUT=4987.12 (SE)(12") EX TYPE 16 INLET @ 4 . 2 7 % E X 12 " INV OUT=4988.09 (W)(15") INV IN=4988.09 (S)(15") INV IN=4988.09 (E)(15") EX TEE H=3.18' INV OUT=4989.12 (E)(15") RIM=4992.30 EX 20' TYPE R INLET H=5.00' INV OUT=4988.61 (N)(15") INV IN=4988.63 (W)(15") RIM=4993.26 EX 10' TYPE R INLET E X I S T I NG 2 4 " @ 0 . 38 % E X I S T I NG 15 " @ 0.48 % 16 5015 4995 5000 5005 5010 4990 4985 4980 5010 5015 5005 5000 4995 4985 4990 4980 0+00 0+50 0+00 0+50 P R O SP E C T N W EXISTING P R O SP E C T S W EXISTING P R O SP E C T N E EXISTING P R O SP E C T S E EXISTING 0+00 0+50 0+00 0+50 EXISTING DRAINAGE PROFILES COLLEGE & PROSPECT 0' 25' 50' 0' 10' 5' EX TEE INV IN=4988.09 (E)(15") INV IN=4988.09 (S)(15") INV OUT=4988.09 (W)(15") EX TEE INV IN=4986.86 (E)(15") INV IN=4986.98 (N)(12") INV OUT=4986.86 (W)(15") EX MH-05 RIM=4991.46 INV IN=4986.92 (NE)(12") INV IN=4986.78 (N)(15") INV IN=4986.74 (W)(15") INV OUT=4985.91 (S)(24") H=5.55' EX MH-04 RIM=4992.12 INV IN=4988.99 (E)(15") INV IN=4988.36 (N)(15") INV IN=4988.19 (S)(15") INV OUT=4987.93 (W)(15") H=4.19' EX MH-03 RIM=4992.40 INV IN=4988.47 (E)(15") INV IN=4988.45 (S)(18") INV OUT=4988.42 (W)(15") H=3.98' EX MH-02 RIM=4992.48 INV IN=4988.94 (N)(12") INV IN=4988.55 (W)(18") INV OUT=4988.55 (E)(15") H=3.93' EX MH-01 RIM=4994.17 INV IN=4990.36 (E)(18") INV IN=4990.35 (NW)(18") INV OUT=4990.27 (N)(18") H=3.90' E X I S T I NG 18 " @ 1 . 39 % EXISTING 15" @ 0.37% E X I S T I NG 15 " @ 0 . 30 % E X I S T I NG 15 " @ 0 . 33 % 4980 4985 4990 4995 5000 5005 5010 5015 4980 4985 4990 4995 5000 5005 5010 5015 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 EX MH-03 RIM=4992.40 INV IN=4988.47 (E)(15") INV IN=4988.45 (S)(18") INV OUT=4988.42 (W)(15") H=3.98' E X I S T I NG 1 8 " @ 1 . 39 % EX 5' TYPE R INLET RIM=4992.30 INV OUT=4989.12 (N)(18") H=3.18' EX MH-02 RIM=4992.48 INV IN=4988.94 (N)(12") INV IN=4988.55 (W)(18") INV OUT=4988.55 (E)(15") H=3.93' EX 12" @ 0.36% EX 12" @ 0.12% EX MH-07 RIM=4992.15 INV IN=4988.94 (N)(12") INV OUT=4988.55 (E)(12") H=3.27' EX 20' TYPE R INLET RIM=4992.56 INV OUT=4988.90 (E)(12") H=3.66' EX MH-04 RIM=4992.12 INV IN=4988.99 (E)(15") INV IN=4988.36 (N)(15") INV IN=4988.19 (S)(15") INV OUT=4987.93 (W)(15") H=4.19' EX 5' TYPE R INLET RIM=4992.22 INV OUT=4989.14 (E)(15") H=3.08' EX 10' TYPE R INLET RIM=4991.78 INV IN=4988.86 (N)(15") INV OUT=4988.82 (S)(15") H=2.96' E X 15 " @ 1 . 29 % EX 15" @ 2.90% EX MH-04 RIM=4992.12 INV IN=4988.99 (E)(15") INV IN=4988.36 (N)(15") INV IN=4988.19 (S)(15") INV OUT=4987.93 (W)(15") H=4.19' EX 5' TYPE R INLET RIM=4993.26 INV OUT=4990.24 (N)(15") H=3.02' EX 5' TYPE R INLET RIM=4991.67 INV IN=4989.27 (S)(15") INV OUT=4988.57 (N)(15") H=3.10' E X 15 " @ 5 . 1 1 % E X 15 " @ 0 . 8 7 % 15 WV WV WV T T E T TVT EVSM EVSM ELV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV MANHOLE 6' DIAM. 5' TYPE R INLET REMOVE INLET TYPE 13 COMBO INLET REMOVE 39 LF OF PIPE REMOVE INLET AND 10' TYPE R INLET TYPE 13 COMBO INLET REMOVE 24 LF OF PIPE REMOVE INLET AND 7' DIAM. MANHOLE REMOVE MANHOLE (EX MH-05), 7' DIAM. MANHOLE REMOVE MANHOLE (EX MH-06), www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/18/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:01:49 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\Prospect East Prospect East SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX 108 + 00 109 + 00 110 + 00 111 + 00 PROSPECT ROAD JMB JMB Drainage MATCH LINE STA 107+50 0' 20' 40' 80' 3 of 3 REMINGTON ST 340 LF OF 36" RCP REMOVE 356 LF OF PIPE 18" RCP 56 LF OF O F P I P E 39 L F R E M O V E 18 " RC P 30 L F O F O F P I P E R E M OV E 60 L F 48 " RC P 60 L F O F DRAINAGE PLAN COLLEGE & PROSPECT 51 L F O F 36 " RC P 18 " R C P 40 L F O F 18 " RC P 44 L F O F FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS 14 INLET COMBO TYPE 13 MANHOLE 6' DIAM. MANHOLE 6' DIAM. MANHOLE 6' DIAM. 5' TYPE R INLET AND 46 LF OF PIPE REMOVE 2 INLETS, REMOVE INLET 10' TYPE R INLET 22 LF OF 18" RCP 5' TYPE R INLET, (EX MH-02) REMOVE MANHOLE (EX MH-03) REMOVE MANHOLE (EX MH-04) REMOVE MANHOLE www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/19/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:25:51 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\Prospect Intersection Prospect Intersection TRAFFIC CONTROL BOX SW SW SW SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX SW SW SW SW SW SIG SIG SIG SIG 105 + 00 106 + 00 107 + 00 0' 20' 40' 80' PROSPECT ROAD JMB JMB Drainage 2 of 3 DRAINAGE PLAN COLLEGE & PROSPECT COLLEGE AVE MATCH LINE STA 104+50 MATCH LINE STA 107+50 O F P I P E R E M OV E 48 L F REMOVE 142 LF OF PIPE 52 L F O F 18 " RC P R E M OV E 137 L F O F P I P E 137 L F O F 18 " RC P E X I S T I NG 15 " RC P 136 L F O F 24 " RC P O F P I P E R E M OV E 4 4 L F 36" RCP 340 LF OF 18 " RC P 49 L F O F 18" RCP 56 LF OF REMOVE 152 LF OF PIPE 18 " RC P 46 L F O F OF PIPE 356 LF REMOVE 97 LF OF 36" RCP OF 36" 50 LF FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS DRAINAGE LEGEND CSU CONTRACTOR BE COMPLETED BY ANTICIPATED TO LIMITS OF WORK 13 SA WV WV WV WV WV WV WV WV WV TELP EVSM WV EVSM TELP TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV TRAFV REMOVE 25 LF OF PIPE REMOVE MANHOLE (EX MH-01), www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/19/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:24:31 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Hydraulics\Drawings\Prospect W est Prospect West SW SW SW SIG SIG SIG SIG SIG SW SW PED BUTTON RR RR RR RR PEDSIG PEDSIG PEDSIG PEDSIG SIG SIG SIG PED BUTTON 100 + 00 101 + 00 102 + 00 103 + 00 104 + 00 SW SW SW SIG SIG SIG SW SIG PED BUTTON RR RR RR RR PEDSIG SW PEDSIG PEDSIG PEDSIG SIG SIG SIG SIG PED BUTTON BNSF RAILROAD PROSPECT ROAD JMB JMB Drainage MATCH LINE STA 104+50 1 of 3 0' 20' 40' 80' BUILDING CSU MEDICAL DRAINAGE PLAN COLLEGE & PROSPECT OF PIPE REMOVE 152 LF FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS DRAINAGE LEGEND CSU CONTRACTOR BE COMPLETED BY ANTICIPATED TO LIMITS OF WORK 12 SIDEWALK 6" CONCRETE TYPE 2 (II-B) CURB AND GUTTER TYPE 2 (I-B) CURB AND GUTTER SIDEWALK 6" CONCRETE = HCL PROSPECT ROAD EXISTING SECTION LINE 20.39' 24.1' 20' 27.88' 16.01' 17.78' 11' 10' 9' 10' 10' 13.82' 11' 11' 11' 11' 11' 12' TYPE 2 (II-B) CURB AND GUTTER PROPOSED ROW PROPOSED EASEMENT PROPOSED EASEMENT www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/17/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information JMBurch 9:27:55 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Prospect East Prospect East SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX 108 + 00 109 + 00 110 + 00 111 + 00 PROSPECT ROAD BSH DMZ Roadway MATCH LINE STA 107+50 0' 20' 40' 80' 3 of 3 ROADWAY PLAN COLLEGE & PROSPECT REMINGTON ST FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS 11 PROPOSED EASEMENT PROPOSED ROW PROPOSED EASEMENT = HCL PROSPECT ROAD EXISTING SECTION LINE www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/17/2016 Horiz. Scale:1:40 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information JMBurch 10:04:07 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\Prospect East Prospect East SW SW SIG SIG SIG SIG TRAFFIC CONTROL BOX 108 + 00 109 + 00 110 + 00 111 + 00 PROSPECT ROAD BSH DMZ Removal MATCH LINE STA 107+50 0' 20' 40' 80' 3 of 3 REMOVAL PLAN COLLEGE & PROSPECT REMINGTON ST REMOVALS LEGEND R E M OVA L O F A SP HA L T M A T R E M OVA L O F C ON CR ET E P AV E M E N T R E M OVA L O F C ON CR ET E D R I V E W AY R E M OVA L O F S I D E W A L K R E M OVA L O F C ON CR E T E C U RB R A M P R E M OVA L O F M E D I AN C OV E R R E M OVA L O F C U RB AND GU TTE R (PLANING) R E M OVA L O F A SP HA L T M A T REMOVAL OF PAVEMENT FOR STORM SEWER WORK IS NOT SHOWN. NOTE: FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS 8 THRU VARIES TYPICAL SECTIONS COLLEGE & PROSPECT EAST INTERSECTION PROSPECT ROAD EAST TIE IN PROSPECT ROAD LANE LANE LANE LANE LANE LANE LANE SDWK = HCL PROSPECT ROAD EXISTING SECTION LINE SDWK = HCL PROSPECT ROAD EXISTING SECTION LINE SDWK LANE LANE LANE LANE LANE TURN SDWK www.wilsonco.com (303) 297-2693 fax (303) 297-2976 main Denver, CO 80202 1675 Broadway, Suite 200 Numbers Structure No Revisions: Revised: Void: Sheet Subset: Detailer: Designer: Project No. 8191 Sheet Number Subset Sheets: Date: Comments Init. Sheet Revisions As Constructed Print Date: 5/19/2016 Horiz. Scale:1:20 Vert. Scale: As Noted Unit Leader Initials Project No./Code File Name: Unit Information jm burch 10:21:29 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\16-100-004-00_Ft_Collins_College_Prospect\00000\Design\Drawings\8191DES_TypicalSections 8191DES_TypicalSections JMB JMB Typicals 2 of 2 FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS CSU CONTRACTOR TO BE COMPLETED BY LIMITS OF LANDSCAPE TYPICALS LEGEND CSU CONTRACTOR BE COMPLETED BY ANTICIPATED TO LIMITS OF WORK 4 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 15. 18. 19. 23. 24. 25. APPLICABLE PHASE OF WORK. SUBMIT A METHOD OF HANDLING TRAFFIC (MHT) TO THE ENGINEER FOR APPROVAL FOR EACH CONTROL DEVICES (MUTCD) CURRENT EDITION. THE CONTRACTOR WILL BE REQUIRED TO CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC 21. MATERIAL OUTSIDE OF THE PAVEMENT PRISM SHALL HAVE A MINIMUM R-VALUE OF 5. UNLESS OTHERWISE SPECIFIED OR APPROVED IN ADVANCE BY THE ENGINEER, EMBANKMENT 17. BRIDGE CONSTRUCTION UNLESS APPROVED IN ADVANCE BY THE ENGINEER. DEFINED BY SECTION 203 OF THE 2011 CDOT STANDARD SPECIFICATIONS FOR ROAD AND ENGINEER. RAP MILLINGS SHALL NOT BE PLACED WITHIN THE PAVEMENT PRISM AS CLASS 6 UNDERNEATH FLEXIBLE PAVEMENT UNLESS APPROVED IN ADVANCE BY THE RECLAIMED ASPHALT PAVEMENT (RAP) MILLINGS SHALL NOT BE SUBSTITUTED FOR ABC 20. 13. WEEKEND CONSTRUCTION CAN NOT BEGIN UNTIL _ AM. UNLESS APPROVED BY THE ENGINEER. CONSTRUCTION SHALL OCCUR BETWEEN THE HOURS OF _ AM AND _ PM. NOISE CONTROL: 16. ENVIRONMENTAL 30. LANDSCAPE DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) PRIOR TO DIGGING. UTILITY LOCATES, THE CONTRACTOR SHALL CALL 1-800-922-1987 AT LEAST 3 WORKING SUBSECTION 105.11 OF THE CDOT STANDARD SPECIFICATIONS CONCERNING UTILITIES. FOR FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED 22. UTILITIES: FOR BURIED UTILITY INFORMATION CENTER OF COLORADO (UNCC) UTILITY NOTIFICATION www.uncc.org (or 1-800-922-1987) CALL 811 BEFORE YOU DIG THREE (3) BUSINESS DAYS SAFETY PLAN(HASP). TO THE PROJECT SPECIFIC MATERIAL MANAGEMENT PLAN(MMP) AND HEALTH AND NEEDS TO BE COMPLETED BY THE PERTINENT UTILITY COMPANY. FOR MORE DETAILS REFER AND POSSIBLY ASBESTOS ABATEMENT WOULD BE REQUIRED. RELOCATION OF SUCH PIPES UTILITIES ARE DETERMINED TO BE HOUSED IN TRANSITE ASBESTOS PIPE, SPECIAL HANDLING QUALITY CONTROL COMMISSION REGULATION 8 PART B SHALL BE FOLLOWED. IF SUBSURFACE CONTAINING MATERIALS. APPROPRIATE FEDERAL REQUIREMENTS INCLUDING CDPHE AIR RELOCATED OR REPLACED. SUSPECT UTILITY LINES SHALL BE INSPECTED FOR ASBESTOS BURIED UTILITIES SUCH AS TELEPHONE LINES AND ELECTRIC UTILITIES MAY NEED TO BE 29. CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. EXCAVATION REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL BE BRIDGE CONSTRUCTION SECTION 203.07 OR AS DIRECTED BY THE ENGINEER. ALL COMPACTION SHALL BE PER THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND 0.5 FEET BASES OF CUTS AND FILLS FULL DEPTH OF ALL EMBANKMENTS DEPTH OF MOISTURE DENSITY CONTROL SHALL BE AS FOLLOWS: CLASS OF EXPOSURE FOR THE PROJECT BASED ON THOSE TEST RESULTS. REQUIRED FOR A PRELIMINARY SOIL SURVEY. THE CONTRACTOR MAY PROPOSE A DIFFERENT FIELD MATERIALS MANUAL. TESTING SHALL BE AT THE SAME SCHEDULE AND FREQUENCY AS THEIR OWN EXPENSE HAVE A CERTIFIED LABORATORY TEST THE SUB GRADE AS PER THE OF POTENTIAL EXPOSURE SHALL BE CLASS _ FOR THIS PROJECT. THE CONTRACT MAY AT TO PROVIDE ADEQUATE SULFATE RESISTANCE IN ALL CONCRETE SUPPLIED, SEVERITY 26. 28. THE PROPOSED PAVEMENT AS DIRECTED BY THE ENGINEER. PATCHING PAVEMENT SHALL BE TO THE DEPTH OF THE SURROUNDING EXISTING PAVEMENT OR 27. OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL CONTRACTOR AT THE CONTRACTORS EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS SECTIONS. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS AMENDED. STORMWATER MANAGEMENT PLAN, SPECIFICATIONS 101, 107, AND 208, SHALL BE FOLLOWED OR ALL EROSION/SEDIMENT CONTROL AND STORMWATER RESPONSIBILITIES ARE AS STATED IN THE NEEDED ACCORDING TO THE CONSTRUCTION PHASING AND AS APPROVED BY THE ENGINEER. ALL EROSION/SEDIMENT CONTROL BMPS SHALL BE PLACED AS GRADING OPERATIONS BEGIN. EROSION/SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION AND 14. CONTRACTOR'S OPERATION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY CURB AND GUTTER WHICH IS TO REMAIN AND IS DAMAGED AS A RESULT OF THE THEREON, SHALL BE COMPLETED FULL WIDTH BEFORE A SUCCEEDING LAYER IS PLACED. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED ENGINEER AT THE TIME OF APPLICATION. ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED AGGREGATE BASE COURSE AT 133 LBS/CF BITUMINOUS PAVEMENT AT 110 LBS/SQ. YD./1" THICK DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GAL./SQ. YD. (DILUTED) WERE USED: FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION SURFACE WATER OR STORM SEWER WITHOUT A PERMIT. CONSTRUCTION DEWATERING DISCHARGE ALLOWED TO LEAVE THE PROJECT OR DISCHARGE TO STORMWATER CONSTRUCTION PERMIT FOR ADDITIONAL DETAILS. AT NO TIME IS ANY APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) ARE IMPLEMENTED. REFER TO THE CDPS CONDITIONS, MAY BE ALLOWED BY THE STORMWATER CONSTRUCTION PERMIT WHEN THAT THE DISCHARGE FROM CONSTRUCTION DEWATERING TO THE GROUND, UNDER SPECIFIC A COLORADO DISCHARGE PERMIT SYSTEM (CDPS) CONSTRUCTION DEWATERING PERMIT. NOTE DISCHARGE FROM DEWATERING ACTIVITIES DURING CONSTRUCTION IS PROHIBITED WITHOUT REFER TO THE PROJECT SPECIFIC MMP AND HASP. HEALTH AND ENVIRONMENT, PHONE: (303) 692-3500. FOR MORE DETAILS OBTAINED BEFORE START OF DEWATERING FROM THE COLORADO DEPARTMENT OF PUBLIC AND A COPY OF THIS APPROVAL SUBMITTED TO THE ENGINEER. PERMITS ARE TO BE UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE OWNER OR CONTROLLING AUTHORITY PERMITTED DISPOSAL FACILITY. DISCHARGE INTO STORM SEWERS WILL NOT BE PERMITTED SHALL BE CONTAINED IN AN APPROVED POND, TANK OR TRUCK, AND SHALL BE HAULED TO A NECESSARY TO DEWATER THE PROJECT. WATER FROM REQUIRED DEWATERING OPERATIONS THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS, EQUIPMENT AND LABOR UNLESS OTHERWISE NOTED AND SHALL BE DISPOSED OF PROPERLY. ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR'S EXPENSE. THE CONTRACTOR AND ENGINEER SHALL NOTE THOSE MONUMENTS IN THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION, SHALL BE RESET AT THE REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION DESIGNATED TO CONTRACTOR, AT NO EXPENSE TO THE PROJECT. CONTRACTOR. ALL ASSOCIATED COSTS FOR REPAIR SHALL BE PAID FOR BY THE IS NOT SHOWN TO BE REMOVED OR RESET IN THE PLANS IS THE RESPONSIBILITY OF THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS, IRRIGATION, OR LANDSCAPING THAT AREAS NOT APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY CONSTRUCTION LIMIT AREAS, OR AS DIRECTED BY THE ENGINEER IN THE FIELD. LIMITS OF CONSTRUCTION SHALL BE CONFINED TO PUBLIC RIGHTS-OF-WAY, EASEMENTS, SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOODING. WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE OWNER. THIS TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL INCLUDED IN WORK. OF THE PAVEMENT WILL BE SAWCUT AND REMOVED. COST OF SAWCUTTING SHALL BE ASPHALT AND/OR CONCRETE WIDENING, THE EXISTING OUTER 1' (OR AS SHOWN IN PLANS) REQUIRED ON THIS PROJECT SHALL BE SAW CUT TO A VERTICAL EDGE. AT ALL AREAS OF REMOVAL OF ASPHALT MAT, CURB AND GUTTER, CONCRETE PAVEMENT AND SIDEWALK GINGERICH, P.E. AT AGINGERICH@FCGOV.COM OR 970-221-6232. 2011. THE CONTRACTOR CAN REQUEST THE MOST RECENT COPY AND UPDATES FROM ANDREW CONSTRUCTION STANDARDS FOR WATER, WASTEWATER AND STORMWATER, DATED DECEMBER ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS DEVELOPMENT BRIDGE CONSTRUCTION, THE STANDARD PLANS AND THE FIELD MATERIALS MANUAL. TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND SUBSEQUENTLY REVISED)AT BID OF THE FOLLOWING: THE COLORADO DEPARTMENT OF ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION (AS 2