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RFP - 10027 CM/GC Services for the 2024 Alley Program East Mulberry Street Alley Chestnut Street Alley
city of � • ort o � ns Purchasing Financial Services Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing REQUEST FOR PROPOSAL 10027 CM/GC SERVICES FOR THE 2024 ALLEY PROGRAM EAST MULBERRY STREET ALLEY CHESTNUT STREET ALLEY RFP DUE: 3:00 PM Mountain Time (our clock), August 6, 2024 The City of Fort Collins (City) and Downtown Development Authority (DDA) are seeking proposals from qualified Contractors for Construction Manager/General Contractor (CM/GC) services on behalf of the Fort Collins Downtown Development Authority related to the design and construction of 2024 Alley Renovation Program including East Mulberry and Chestnut Alleys. As part of the City's commitment to Sustainable Purchasing, proposals should be submitted online through the Rocky Mountain E-Purchasing System (RMEPS) at http://www.bidnetdirect.com/colorado/citv-of-fort-collins. Note: please ensure adequate time to submit proposals fhrough RMEPS. Proposals not submitted by fhe designated Opening Date and Time will nof be accepted by the system. A MANDATORY pre-proposal meeting will be held at 2:00 PM MT on July 24, 2024. The pre-proposal meeting will be hosted in person at the Fort Collins DDA Office (19 Old Town Square, Suite 230, Fort Collins, CO, 80524). All questions should be submitted, in writing via email, to Dennis Ralph, Senior Buyer at dralph@fcgov.com, and Todd Dangerfield, Project Manager, tdanqerfield(a�fcdda.com, no later than 5:00 PM MT (our clock) on July 29, 2024. Please format your e-mail to include: "RFP 10027 CM/GC Services for the 2024 Alley Program" in the subject line. Questions received after this deadline will not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. Rocky Mountain E-Purchasing System hosted by Bidnet A copy of the RFP may be obtained at http://www.bidnetdirect.com/colorado/citv-of-fort-collins. Prohibition of Unlawful Discrimination: The City of Fort Collins, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d- 4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City strictly prohibits unlawful discrimination based on an individual's gender (regardless of gender identity or gender expression), race, color, religion, creed, national origin, ancestry, age 40 years or older, marital status, disability, sexual orientation, genetic information, or other characteristics protected by law. For the purpose of this policy "sexual orientation" means a RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 1 of 27 person's actual or perceived orientation toward heterosexuality, homosexuality, and bisexuality. The City also strictly prohibits unlawful harassment in the workplace, including sexual harassment. Further, the City strictly prohibits unlawful retaliation against a person who engages in protected activity. Protected activity includes an employee complaining that he or she has been discriminated against in violation of the above policy or participating in an employment discrimination proceeding. The City requires its vendors to comply with the City's policy for equal employment opportunity and to prohibit unlawful discrimination, harassment and retaliation. This requirement applies to all third-party vendors and their subcontractors at every tier. Public Viewing Copy: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. ("CORA"). Any proposals submitted hereunder are subject to public disclosure by the City pursuant to CORA and City ordinances. Vendors may submit one (1) additional complete proposal clearly marked "FOR PUBLIC VIEWING." In this version of the proposal, the Vendor may redact text and/or data that it deems confidential or proprietary pursuant to CORA. Such statement does not necessarily exempt such documentation from public disclosure if required by CORA, by order of a court of appropriate jurisdiction, or other applicable law. Generally, under CORA trade secrets, confidential commercial and financial data information is not required to be disclosed by the City. Proposals may not be marked "Confidential" or `Proprietary' in their entirety. All provisions of any contract resulting from this request for proposal will be public information. 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.fcqov.com/purchasinq under Vendor Reference Documents. Please do not submit with your proposal. 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. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 2 of 27 The selected Vendor shall be expected to sign the City's standard Agreement prior to commencing Services (see sample attached to this Proposal). Sincerely, � �� _ y� �,; Gerry Paul Purchasing Director RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 3 of 27 ��t of � c1 c� a Fort Collins � Purchasing � .`)ONR'1TOWN DEVELOPMEMT AUfHORITV I. PROJECT SCOPE OF WORK AND REQUIREMENTS A. Generallnformation In 2006, the DDA initiated a pilot project which included improving the pedestrian-only Trimble Court Alley (connecting College Avenue and Old Town Square) and Tenney Court Alley (connecting Mountain Avenue with the Civic Center Parking Structure). The DDA's goal in initiating this project was to enhance the alleys aesthetically and to stimulate increased economic vitality and use of these spaces. In 2008, the DDA engaged with the local design firm, RVI/Russell+Mills Studios, to create a master plan of the alleys (see Attachment 1 2008 Fort Collins Downtown Alleys Master Plan Report) between CSU, Downtown, and the River District. Beginning in 2010, the first phase of alley enhancements began with the construction of two alleys: Montezuma Fuller and Old Firehouse Alleys. These two installations were followed in 2011 by the construction of the Dalzell Alley (formerly West Myrtle Alley) enhancements. Two additional square blocks of enhanced alleyways at Old Firehouse Alley East and Godinez/Beardmore/Reidhead Alleys (formerly West Mountain Avenue Alleys) were constructed in 2018. Since then, the Tenney Court North and West Oak Street and Harper-Goff Alleys were completed in 2021 followed by the completion of East Myrtle and West Olive Street Alleys, in 2023. The original master plan established a prioritized order of alleys to be enhanced. In 2019 the DDA Board reviewed the ten remaining alleys identified for enhancement, reexamined the relevancy of the order and made a few adjustments as well as establishing a model for "bundling" the remaining alleys into five separate phases for design and construction beginning in 2020 and continuing through 2029. The Fort Collins Downtown Development Authority (DDA) is continuing its renovation of several downtown alleys as part of its efforts to fully implement the Alley Masterplan. East Mulberry Street Alley and Chestnut Street Alley are currently in the design phase and approximately 30% complete. These alleys are planned to be constructed beginning in spring 2025. The DDA's goal is to renovate and enhance the alleys to represent the current and future use trends with a keen eye towards the operational and maintenance characteristics. The intent is to accomplish this overarching goal within the DDA's mission while maintaining the project's goals. "The DDA's mission is to build public and private investment partnerships that foster economic, culfural and social growth in the Fort Collins central business district." Project Goals: • Create an equal or more exciting project than past alley projects. • Complete a project that will create an experience that the business owners will support by having the following reaction "I'd endure that construction again for a similar outcome". • Complete the project in a staged manner over the next several years. • Assist adjacent owners with private improvements. • Highlight entrances to the alleys. • Demonstrate proactive, best practices for project delivery that set a local example. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 4 of 27 Cit of Fort Collins �Il � (� ,� ��- r�����n„��� Improve storm water conveyance and drainage. Utilize the DDA's Standards Book as a baseline for all improvements (Attachment 2). Execute each project to an on-time, on-budget delivery. B. Project Status The 2024 Alley program is being designed by RVI/Russell + Mills Studios. The design has progressed to a 30% complete level. The plans are provided as part of this RFP solicitation and included as Attachment 3. The following general timelines for design and phasing milestones are as follows: • 60% Plans Design Submittal • Final Design Submittal • CM/GC Bidding • Construction NTP October 2024 January 2025 January/February 2025 April 2025 The DDA expects the construction of East Mulberry Street and Chestnut Street Alleys to be complete in fall 2025. At the DDA's sole option, this Work Order type contract can be extended to include the next phase of alleys planned for design in 2026 and construction in summer/fall of 2027. C. CM/GC Scope of Work The DDA has selected the CM/GC delivery model to allow the contractor an opportunity to participate in the final design process and increase collaboration between the designer, construction manager and DDA. The selected CM/GC will be required to enter into a Services Agreement — Work Order type that defines each individual performance contract through work orders. The DDA anticipates award of separate Work Orders for each phase of the project including; 1) Preconstruction Services; 2) Construction of East Mulberry Street and Chestnut Street Alleys and 3) Possible next phase of alley design/construction. The intent is to form a strong partnership with the DDA, the design team, and selected contractor team. 1) Preconstruction Support Services The DDA will rely on the expertise of the CM/GC to deliver a better product in less time and at a competitive cost compared to traditional design-bid-build construction project delivery. During the preconstruction phase (from 30% to complete construction documents), the DDA will expect the CM/GC to perform the following: a) Participate in routine design meetings. These are estimated to occur every 2 weeks for approximately 4 months. During these meetings, the CM/GC is expected to provide project phasing, construability and scheduling input to the project team. b) Cost Estimating. The CM/GC will provide a 60% complete contract document cost estimate based on materials provided with this RFP. c) Bidding, Best Value Selection. The CM/GC will manage the bidding process for subcontractors and vendors. They will include DDA representatives in the process to RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 5 of 27 City of Fort Collins �Il � � ,� � Purchasing - � ensure a competitive subcontractor selection. The CM/GC will manage the bidding and project pricing process to develop a final Guaranteed Maximum Price (GMP) for presentation to the DDA. d) Design Review. The CM/GC will be expected to provide formal plan and specification review comments to the DDA and design team at the 60% and 90% completion levels. e) Scheduling. The CM/GC will prepare a Critical Path Method (CPM) construction schedule using industry recognized software such as MS Project, P6 or PowerProject. They will update this schedule routinely and present it to the DDA project team. f) Utility Coordination. The CM/GC will coordinate with private and public utility providers to properly schedule their utility upgrades and relocations. g) Stakeholder Outreach. The CM/GC representatives will participate in early stakeholder outreach immediately prior to construction to engage with the local business and property owners. h) Misc. Meetings. Participate in no more than 5, 2-hour miscellaneous coordination or DDA Board meetings related to the project. The DDA will compensate the selected CM/GC through a preconstruction services work order based on assigned staff, their assigned hours to the project multiplied by their hourly rate. This hourly rate shall represent a fully burdened rate including all overhead and profit. 2) Construction Services a) The CM/GC will be expected to perform full construction services for the alley construction including, but not limited to, demolition, utility installation, grading, concrete pavement construction, flatwork, interlocking paver installation, irrigation, electrical, lighting and site amenity installation. b) The CM/GC will be required to provide oversight of all quality control. The DDA will provide inspection and 3�d party material testing. However, the CM/GC will be responsible for quality control of its own, and subcontractor forces. c) The CM/GC will be responsible for all surveying, layout and control of the work to ensure it is construction according to the plans, specifications, lines, grades and established property boundaries. d) The CM/GC will be required to provide qualified site supervision of its own, and subcontractor forces. e) The CM/GC will be required to self-perform at least 20% of the work. In this case, "work" is defined as overhead, profit, materials purchased and installed, and constructed improvements. f) The CM/GC will continue to provide scheduling and attendance at routine construction progress meeting with the DDA and construction manager. g) The CM/GC will warrant and guarantee the work for a period of 2-years from substantial completion as defined by the DDA. h) The CM/GC will be expected to execute a separate construction work order agreement with associated general and special conditions to formulate the construction contract. 3) CM/GC Cost of Work and Fee Development The DDA will expect the selected CM/GC contractor to provide a complete open book cost accounting process to develop the GMP and administer construction costs throughout the construction phase of the project. This shall include detailed cost reports provided monthly with each pay application that substantiate the payment to the CM/GC. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 6 of 27 City of � W � Fort Collins �II ��+ ��— r�����n,s��g '! 11 a) Development of GMP. The CM/GC shall obtain competitive bids, through a documentable bidding process overseen by DDA representatives. This bidding process shall include solicitation of at least 3 subcontractors for each trade element of the project not self-performed by the CM/GC. Work self-performed by the CM/GC shall be detailed in the GMP proposal and verified as competitive through a third-party cost verification. b) Markups. The CM/GC shall, at the time of proposal to this RFP, provide cost of work markups as outlined in Table 1 below which explain how the complete GMP is prepared. The CM/GC shall also provide an example of how a complete GMP is prepared as part of their proposal. c) Administration of the GMP. During the construction phase, the DDA representatives will be involved in administration of the GMP in partnership with the CM/GC. The GMP value related to actual project costs will be known at all times. Each month, the actual project cost will be reviewed by the DDA to ensure budget targets are maintained. Each element of the GMP is noted below with how it will be presented and managed during the construction phase. ■ Contractor owned contingency. Once the GMP is finally negotiated, there will be no contractor owned contingency in the contract. As estimating occurs, the CM/GC can maintain a percent of estimating contingency based on the completeness of the contract documents. ■ Owner contingency. The DDA will maintain owner contingency outside of the construction contract and use it for owner directed changes and unforeseen conditions. ■ Allowances. Elements of work that are difficult to identify and define during the GMP development may be defined in the contract as allowances. If an allowance item is defined, the CM/GC shall accurately account for costs applied to this allowance monthly during the course of construction delivery. The CM/GC shall also gain approval from the DDA prior to expending costs against an allowance value. ■ Fee, General Conditions, Cost of Work. During the course of construction, the DDA will pay the actual cost of work plus fee and applicable general condition (GC) costs as may be applicable to each pay application. Table 1 Item Markup Percentage Profit Markup — "Fee" % Field Office Overhead Markup o�o (if not contained in GCs) Home Office Overhead Markup % Labor Burden Markup % Material Markup °/o Equipment (owned and rented) % Subcontractor Markup % 4) CM/GC Contract Documents and Terms The final negotiated GMP shall be based on the CM/GC bidding process, self-performed work estimates, third party cost verification and best value selection of subcontractors providing bids for the work: RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 7 of 27 ��t of � c1 c� a Fort Collins � Purchasing � .`)ONR'1TOWN DEVELOPMEMT AUfHORITV a) At any time, if the DDA determines that an agreement or negotiated GMP cannot be reached, the DDA reserves the right to end contract negotiations, pay the CM/GC for work performed through the preconstruction contract and terminate the CM/GC relationship. The DDA then can choose to procure construction services through another means as it sees necessary. In the event the DDA chooses to publicly bid the project, the CM/GC will not be eligible to bid on the project. b) The DDA intends to use the 2018 EJCDC General Conditions of the contract documents along with Division 0 front ends and Supplementary Conditions uniquely written for this CM/GC delivery model. Technical specifications in CSI format along with the construction drawings will form the entire construction document package with the CM/GC. c) Under the Work Order type contract, the DDA may ask the CM/GC to procure materials, or perform early work packages under unique work orders issues as part of this project. All cost of work development as described in this RFP shall be the same for each work order. II. PROPOSAL SUBMITTAL REQUIREMENTS CM/GC firms that have the requisite experience and qualifications are encouraged to submit proposals. Proposal Format The following sections should not exceed 20 single sided 8.5" x 11" pages, excluding: cover pages, dividers, financial statements, reference letters, but inclusive of resumes. • Cover Letter • General Company Information • Profile Projects • Project Approach • Key Personnel • Project Budget and Cost Control • Construction Sequencing & Scheduling • Quality Control • Safety Record • Financial Statement — Provided hardcopy in separate sealed envelope, see below for delivery instructions • Insurance and Bonding Cover Letter A cover letter expressing interest from your firm, executed by a company executive, in the project. 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 RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 8 of 27 City of � W � Fort Collins �II ���+ � a�,��nas��� � !� by the 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 8 years. Limit profile projects lists to 5 projects maximum. Identify any Key Personnel that were involved with the profile projects that will be assigned to this project. Include the following information: 1. Project description that includes the project name and scope of work. 2. Project history that includes the original schedule agreed upon at the time contracting, 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 and cost at completion including number of change orders. 5. Contractor, subcontractor or owner-initiated claims and their resolution. 6. Owner name and contact information. Project Approach Describe the approach to the overall project scope. How would your firm approach building these projects? Include narrative describing how you would build the work; outline project challenges you see and how they may be overcome. Address your firm's capability, resources and key project staff as it relates to the scope of work. Discuss your firm's previous experience working in highly congested areas, and tight working conditions immediately adjacent to businesses. 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 project phasing and early construction options or innovative construction methods that will benefit the project schedule and reduce overall impacts to adjacent businesses and residents. Discuss methods your team will utilize to communicate with the DDA, project partners, and stakeholders. Include your firm's experience in public outreach and communication for central business district work. Key Personnel Names and resumes of proposed Key Personnel shall be provided. Key Personnel for the project are the Project Manager, the Preconstruction Manager and Project Superintendent. Include two 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 (e.g. Project Manager for the entire duration of the project, Preconstruction Manager for the preconstruction phase of the project and Project Superintendent for a portion of the preconstruction and full construction phase of the project). Resumes for Key Personnel should be limited to no more than one page for each person. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 9 of 27 City of � W � Fort Collins �II ,� '``�- �����n„��� The proposed project manager shall have no less than 10 years of experience in urban core construction projects. The proposed superintendent shall have no less than 5 years of experience in urban core construction projects and must have acted as superintendent on a similar project. The proposed Preconstruction Manager shall be a highly experienced senior manager with the authority to make contractual decisions for construction contract pricing. Project Budget & Cost Control Include your approach to cost of work development in both a narrative and example format. Use information provided above and in Table 1 to formulate this portion of your proposal. Provide an example of how your cost factors apply to direct cost of work to develop a final GMP. Describe your firm's approach and culture around open book pricing, cost accounting and reporting to owner's using alternative delivery methods. Provide a table of fully burdened hourly rates for all personnel proposed for preconstruction and construction services. Construction Sequencing & Phasing Provide an initial project sequencing and phasing plan showing how your firm would approach the work. Example the anticipated duration for each phase and what critical, key project elements affect the overall schedule. Quality Control The DDA upholds the highest level of quality control in its work as it witnessed through its previous alley renovations and projects such as Old Town Square. The built quality and aesthetic appearance are critical to the success of the program. Describe how your firm will meet or exceed these expectations. Include a discussion on how you QC program will deliver on this promise across self-performed and subcontracted work. 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 3-year period. Provide a list of all projects in the last 5 years that have received an OSHA citation and provide an explanation of these incidents. Financial Statement Provide a copy of the most recent audited financial statement. Also provide a current balance sheet and income statement as of the date of your submittal. Item Description Current Assets Current Liabilities Balance Sheet Other Liabilities Fixed Assets and Equipment A/R Income Statement Net and Gross Income and Expenses RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 10 of 27 City of � � � Fort Collins �II '``�- �����n„��� _ _ • Include a current banking reference (contact name, address, email and phone number). The Financial Statements shall be provided in a separate sealed envelope (hardcopy) hand delivered or mailed to the Downtown Development Authority, 19 Old Town Square, Suite 230, Fort Collins, CO 80524 and reference RFP 10027 on the envelope cover. Statements must be received at the DDA office no later than 5:00 PM MT (our clock) on August 6, 2024. Insurance and Bonding Provide the name, address, and phone number of the firm's insurance and bonding agent. Provide a letter from the bonding agent indicating that the firm's bonding capacity is adequate to undertake this work relative to the Contractor's current, committed backlog. Provide an example certificate of insurance that meets or exceeds all insurance requirements for the project. Include a letter from your insurance company outlining compliance with insurance requirements for the project including builder's risk, additional insured and any claim requirements or issues. 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 for proposal. The proposer's authorized signature on the Proposal cover letter assures the team's compliance with City of Fort Collins' purchasing restrictions. A copy of the restrictions is available upon written request. The DDA 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 July 16, 2024 MANDATORY Pre-Proposal �uly 24, 2024 Meetin Final Questions July 29, 2024 Addendum Released By July 31, 2024 Proposals Due August 6, 2024 Shortlist Notifications By August 13, 2024 Interviews Week of August 19, 2024 Staff Recommendation to DDA September 5, 2024 Board The DDA reserves the right to select the top ranked firm directly from proposal documents without a formal interview process. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 11 of 27 Cit of Fort Collins �Il ('� � ,� ��- r�����n<5��� 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 DDA is exempt from all state taxation including state sales and use taxes. 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 2.0 3.0 A. QUALIFICATION B. STANDARD Project Approach / Does the proposal address all elements of the RFP? Schedule Does the proposal show an understanding of the project objectives, methodology to be used and results/outcomes required by the project? Are there any exceptions to the specifications, Scope of Work or Agreement? Can the work be completed in the necessary time? Can the target start and completion dates be met? Are other qualified personnel available to assist in meeting the project schedule if required? Is the project team available to attend meetings as required by the Scope of Work? Firm Capability, Experience & Assigned Personnel Does the firm have the resources, financial strength, capacity and support capabilities required to successfully complete the project on-time and within budget? Has the firm successfully completed previous projects of this type and scope? Do the individuals who will be working on the project have adequate skills and qualifications? Is sufficient qualified staffing proposed? RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 12 of 27 City of � � � Fort Collins �II '``�- �����n„��� � WEIGHTING FACTOR A. QUALIFICATION B. STANDARD 1.0 Partnering/ Does the firm have experience related to multiple Collaboration stakeholder and government entity partnering project experience? 1.0 Sustainability Does the firm have sustainability practices built into its work? Do they have comparable projects where sustainability has been implemented and used throughout design and construction? 3.0 Cost & Work Hours Does the proposal include detailed cost break- down for each cost element as applicable and are the line-item costs competitive? Are the hourly rates included reasonable for each position? Are the work hours presented reasonable for the effort required by each project task? Reference evaluation process (top rated firm) Below is the typical reference evaluation process for the DDA, however, the DDA reserves the right to check references at any point after submittals are received. 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 DDA 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. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 13 of 27 City of � � � Fort Collins �II ��— r�����n:,5��, During this phase of the selection process, the DDA may also review and analyze the financial statement(s) provided with the proposal to assign a satisfactory/unsatisfactory rating. QUALIFICATION STANDARD Overall Would you hire this Contractor again? Performance Working Did you have a constructive, positive and collaborative working Relationship 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? RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 14 of 27 ��t of � c1 c� a Fort Collins � Purchasing � fl0 WNTOWN DEVELOPMENT AUfHORITY ATTACHMENTS: Attachment 1: 2008 Fort Collins Downtown Alleys Master Plan Report Attachment 2: DDA Standards Book Attachment 3: 2024 Alley Program Schematic Design RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 15 of 27 City of � � � Fort Collins �II ��— r�����n�5��, V. SAMPLE MASTER SERVICE AGREEMENT SERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below, by and between THE FORT COLLINS DOWTOWN DEVELOPMENT AUTHORITY (DDA), hereinafter referred to as the "DDA" 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 preconstruction support and construction services of the 2024 Alley Renovation Program including East Mulberry and Chestnut Street Alleys. The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the DDA 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 DDA 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 C, consisting of ( ) page(s), 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 DDA may, at any time during the term of a particular Work Order and without invalidating such Work Order, make changes to the scope of the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as Exhibit B, consisting of one (1) page and incorporated herein by this reference. c. The DDA may, at any time during the term of a particular Work Order and without invalidating such Work Order, make changes to the scope of the particular services. Such changes shall be agreed upon in writing by the parties by Change Order, a sample of which is attached hereto as Exhibit () consisting of one (1) page and incorporated herein by this reference. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 16 of 27 City of � W � Fort Collins �II � ��— r�����n:,5��� 2. Chanqes in the Work. The DDA 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 DDA 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 without waiting for a written Work Order. Time is of the essence. 4. Contract Period. This Agreement shall commence , 20 and shall continue in full force and effect until , 20 , unless sooner terminated as herein provided. In addition, at the option of the DDA, the Agreement may be extended for additional one year periods not to exceed five (5) 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 DDA of such condition within fifteen (15) days from the onset of such condition. 6. Earlv Termination bv DDA/Notices. Notwithstanding the time periods contained herein, the DDA 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: Attn: D DA: DDA Attn: Todd DangerField 19 Old Town Square, Suite 230 Fort Collins, CO 80524 Copy to: Liley Law, LLC Attn:.Joshua C. Liley 2627 Redwing Road, Suite 342, Fort Collins, CO 80526 In the event of early termination by the DDA, 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 RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 17 of 27 Cit of Fort Collins �Il � � ,� ��- r�����n<5��� DDA 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. Pavments. a. The DDA 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(s), and incorporated herein by this reference. Payment shall be made by the DDA Net 30 days from the date of the invoice and upon acceptance of the work by the DDA 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. DDA Representative. The DDA'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 DDA 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 DDA 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 DDA. 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 DDA, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the DDA), 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 DDA, nor will it obligate the DDA to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the DDA to the same extent as the work of the Service Provider. 12. Personal Services. It is understood that the DDA 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 DDA. 13. Acceptance Not Waiver. The DDA's approval or acceptance of, or payment for any of the RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 18 of 27 City of � � � Fort Collins �II ��— a�,��n:,5��� 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 respective kinds for their intended use, and all workmanship shall be acceptable to D DA. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except DDA-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship for a period beginning with the start of the work and ending twenty-four (24) 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 DDA 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 DDA. 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. 18. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the DDA and the City of Fort Collins, Colorado (the "City"), and their respective officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 19 of 27 Cit of Fort Collins �Il � (� � ��- r�����n:,5��� 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 DDA 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 DDA one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the DDA. 19. Entire Aqreement. 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/Severabilitv. 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. Dust Control. The Service Provider shall abide by the City of Fort Collins "Dust Control and Prevention Manual," which is available for public download at https://www.fcqov.com/airaualitv/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. 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 10027 CM/GC Services for the 2024 Downtown Alley Program Page 20 of 27 Cit of Fort Collins � �����n�,��� � ��� FORT COLLINS DOWNTOWN DEVELOPMENT AUTHORITY � Chair to the Board DATE: ATTEST: APPROVED AS TO FORM: SERVICE PROVIDER'S NAME By: _ Printed: Title: Date: CORPORATE PRESIDENT OR VICE PRESIDENT RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 21 of 27 Cit of Fort Collins ��— r����cnas�nc� V�. � �i � ,� EXHIBIT A WORK ORDER FORM PURSUANT TO A MASTER AGREEMENT BETWEEN FORT COLLINS DOWNTOWN DEVELOPMENT AUTHORITY AND SERVICE PROVIDER'S NAME WORK ORDER NUMBER: PROJECT TITLE: ORIGINAL BID/RFP NUMBER & NAME: MASTER AGREEMENT EFFECTIVE DATE: Oriainal Contract Date WORK ORDER COMMENCEMENT DATE: WORK ORDER 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 Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The attached forms consisting of ( ) page(s) are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given after all parties have signed this document. SERVICE PROVIDER: Name, Title ACCEPTANCE: ACCEPTANCE: ACCEPTANCE: DDA Project Manager DDA Executive Director DDA Chair to the Board Date: Date: Date: Date: RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 22 of 27 Cit of Fort Collins '``�- �����n„��� � ��� EXHIBIT B CHANGE ORDER NO. PROJECT TITLE: SERVICE PROVIDER: Company Name WORK ORDER NUMBER: PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide details of the changes to the Work 3. Change in Work Order Price: 4. Change in Work Order Time: ORIGINAL WORK ORDER PRICE TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGINAL WORK ORDER ADJUSTED WORK ORDER COST SERVICE PROVIDER: Name, Title ACCEPTANCE: ACCEPTANCE: DDA Project Manager DDA Executive Director Date: Date: Date: $ Cj .00 .00 .00 .00 o�a % .00 RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 23 of 27 City of Fort Collins � � ,� ,� '``�- �����n„��� EXHIBIT C GENERAL SCOPE OF SERVICES RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 24 of 27 Cityof � � � Fort Collins � ��— r�����n�,��g EXHIBIT (BID SCHEDULE/COMPENSATION) RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 25 of 27 City of � � � Fort Collins �II ��— r�����n�,��g EXHIBIT INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the DDA, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the DDA 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 DDA" In case of the breach of any provision of the Insurance Requirements, the DDA, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the DDA 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 DDA, 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: 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 10027 CM/GC Services for the 2024 Downtown Alley Program Page 26 of 27 City of � � � Fort Collins �II ��— r�����n�,��g EXHIBIT CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the DDA (the "DDA") pursuant to this Agreement (the "Agreement"), the Service Provider hereby acknowledges that it has been informed that the DDA 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 DDA 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 DDA may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the DDA, or that relates to the business of the DDA, or that is used by the DDA 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 DDA). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the DDA. 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 DDA. 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 DDA in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the DDA, or the DDA so requests for any reason, the Service Provider shall promptly return to the DDA 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 DDA's remedies at law for a breach of the Service Provider's obligations under this Confidentiality Agreement may be inadequate and that the DDA 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. RFP 10027 CM/GC Services for the 2024 Downtown Alley Program Page 27 of 27 . �� � .�., � � - �, ;� , �:�✓ : �.� �_ � ''J � � � ,T �`I , ' � �i � i `� '. .. .r 1 I ! � H I ��\ 1� � � -� ���� � � - �t � ti� � � �`� � J_ ; � �; , , � , .,,� ,�; t � � ,: ; ; ; �� � � ��,,;�{-�;: ��--�� �.� �f .i, :;;� -���i ��� , � :r�-�f�� � ! !; ' � ; � n� ,� �i �� � � �,,, i � ' ! :p,!i, ;V �f' � �� ��-� � f�� � .n �; �, ,,; t , ' � ; ��� � ���� ;� ; � , � .- A � - I--- ' � � , - y�+ :� ---_.�.-�-_ � - � �, - - _ .�-� ��'L f - i �" f I �; � , � �,'' j r a� � c�,�, ; ., � , � �. ` � '� -, � . V` ' �' ' �! �:; � � �u��. � �� ��,. . , �� �� , .�S" _�YG�`,; �, .'� i� � �, / � � �- .�. �.,.� . �s�'"` .,� �. � �' � �� ; , i � � � � r--� -- _,� -- � ���� `�.� << � , ;� ; � / �,� \ �I . �-� .�- �il � q . .�h �frt r i�t't'�i �.--_ . -� - _� 1 � - _ �' � .~! C�_� �`_ � �_� _.._ �__.= � , — -'% �- _- -� �-= ; _ �_ _ - —� — ��_- - _ , ? _ � \, - -- t / ; /- / � ___; _ , � _ _ �� . / - __i---�-. � / „ ` ���- - ' -- ., � _ - - --- 4 ���� ,1`� � i�F-�� .�-.r���' =-� `�'-� ! f � � �� DOWNTOWN DEVELOPMENT AUTHORITY russell+mills studios 114 east oak st, fort collins, colorado 80524 p: 970.484.8855 www.russellmillsstudios.com DECEMBER 11, 2008 � _ '�_� , . _._ �. �� � y}'� � ; f F� ,� . � �-�:�;��`-. � . � � �_ � • ti_. ` -�.:: � '� � �:- t • , �� �r� ' ;; �r�';� �� '�: \. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com -__ �� - ,�-�.• .� .._ _ _- �;; =- , �_�.��,_ _�--- �.�� � �.. _ ��, _�:�_..�. :.� , _ / � wi • f � � ti ' _ �I "The DDA aved. Trimble Court p 's alle wa renovation ro�ect is the reatest thin to ha en y.v p J g g pp 1905 when Trimble Cou rt was ori inall g Y Artisans Coo was established at 118 Trimble Court in 19 71 and has p since earned its lace in Old Town Fort Collins as a tr p �.- ��► _- ,� , _ , _ �,i �� ..f � � �_ � , ir�,j, � � , � _. � ��*-� . � � ► ; �, � : , �� �T _� f�� � ► � � �f � �f -- • -_ � , � •' 1 , � . . _ ,i�- ' � _ � -� � � r. , ,�------� � - �� . ,� _- Before `� - , �� -�� , ���- , �;,, ; �� __ _ _ _ _: _-''y ,,. �'`i � � i I f _ �, � — � �� � �; � � - ,- � . � _� � �� .� , � � � . � � � ...rr.�- _ r � � i. - �. - � �I ij �� -T .f - ; .� /� � ,. L � ' �,�;�, I,, - � �. .� _ �, ' � - �;h�,� 1' I � , � �' . , � ; t', s� , , = � _.� _ - • , � � �ti , � � ' . _ c � . � � 4. , �1. _N - �t . ;r �: �i sT�: - �1,r.o= � . •M �` �a • � � '►%* Y� - �' — . , {d ' -s -� ' ' � � c � �� �f�� - ,�h � s� � � � � .. , ���R ���^ �� - _ �. r�=�� _ � - _ _ . ` �� -. -- _ .� , r. � - - _ .� .��� ._ . . _ _ _ - ^ �-- >�.~`� =.�: , _ � _ _ - _ -� �--_ _ ��ter a coo member in 1 p easured heirloom. I became 9 76 and our future has never looked bri ht g 2005 our sales have increased 60% no doubt in reat art due � g p alle wa enhancements. Because o y y f er. Since to the this ositive chan e we are able to p g remain true to and realize our oals as an a g rtists' coo erative. We are p deli hted to distribute earl dividends to our members and in s rin of g y y p g 2008 we were actuall able to lower our member's commission rate. A art y p — from the obvious financial ains we have ex erienced a hei htened sense g , p g �' of communit and a y We :� � � -� � � . ,� .� r�.� :�F- �,,ui , _ � �� �o in our surr �y celebrate Trimble Court asafri oundin s tha g endl and in y home. We �ust lain love it and we thank ou. " J p y Diane Findle y President Trimble Court Artisans Coo Inc. p, t is trul ins irational. y p vitin lace that feels like gp 2 \. � russell+mile� �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, f��� coE�iutis, ze�0o�rarao 8iJ�2-�� �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� SECTION 1 Project Background, Process and Goals SECTION 2 Project Extent and Existing Conditions SECTION 3 Preferred Alley Network Analysis SECTION 4 Recommendations Creative Solution for Trash & Recycling �� �� 15 27 29 Alley Recommendations 3 2 Concept Diagrams 35 Design Concepts & Illustrations 43 SECTION 5 Cost Estimates Key Implementation Steps SECTION 6 Acknowledgements ��, . � � . Visual Preferencing Exercise Results 67 �� � � \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, f��fi coEOi��s, �e�Borarao 8iJ�24 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com INTENTIONALLY BLANK 0 ►. � russell+mills �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 Pro�ect Back round Process and Goals J g � 5 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� \. � russell+mil0s �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� INTENTIONALLY BLANK � HISTORY AND CONTEXT In 2004, the Fort Collins Downtown Strategic Plan identified as a"pedestrian strategy," a concept to integrate pedestrian infrastructure by dramatically enhancing alleyways that connect prominent destinations such as parking structures and Old Town Square Plaza. As a result, in 2006 the DDA funded and constructed the Trimble Court Alley and Tenney Court Alley improvements. These alley improvements integrated urban design features that significantly enhanced the visual pedestrian experience, improved safety and cleanliness, stimulated businesses to build storefronts opening to the alleys, and provided the framework and template for future alley enhancements in the downtown. In 2007, the Community Foundation of Northern Colorado convened UniverCity Connections, a process that brought more than 100 citizen stakeholders together to develop a vision to guide "connections" between CSU, the Downtown, and the Cache La Poudre River. These connections, both physical and programmatic in nature, have been embodied in an action plan prepared by eight task groups. The UniverCity Connections Transit & Mobility task group deemed that getting there should be as much fun as being there, and outlined actions for creating an exciting mobility system thatwould enhance the unfolding cultural milieu of the city by connecting the Downtown River District to Old Town; connecting the University with downtown; and connecting all to the Mason Corridor. The taskforce recommended expansion ofthe DDA's downtown alleyway enhancement program to create the vibrant and interesting pedestrian linkages envisioned for the UniverCity Connections study area. Th�s Master Plan prov�des the v�s�on for convert�ng key alleys �nto a system of v�brant, engag�ng walkways that st�mulate business activityandfurtherdifferentiate Downtown FortCollins asthe urban center of Northern Colorado. Quite possibly, this signature Fort Collins project may be the first-of-its-kind `place making' effort in the nation specifically focusing on a network of alleys as enhanced publ�c spaces. PROCESS A comprehensive design process was employed for this master plan that included a detailed analys�s and public process that identified alley challenges and opportunities prior to conceptual design. The public process also entailed a public workshop and a publ�c open house thatwelcomed a var�ety offeedback and �nvolvementfrom all �nterested groups and �nd�v�duals. Th�s thorough process was cr�t�cal �n form�ng des�gn recommendat�ons and concepts for the ten alleys that were �dent�fied for the �n�t�al conceptual des�gn phase for th�s master plan. outl�ne of the pro�ect schedule. PROJECT SCHEDULE The des�gn process �s I�sted below as a ser�es of tasks that formed the TASK1��������������� APPROX.8MONTHS�������������TASK7 ANALYZING PEDESTRIAN LINKAGES & ALTERNATIVES IDENTIFYING ASSETS, OPPORTUNITIES AND CHALLENGES CREATIVE SOLUTIONS FOR TRASH/ RECYCLING CONCEPTUAL 1 DESIGN - SKETCHES AND VISUALIZATION , MASTER PLAN INTENT The designs and illustrations in this report are a visual gesture of possibilities and opportunities for both the public rights-of- way and privately owned land internal to these city blocks. The designs are rooted in the ideas and suggestions provided by business/building owners at the public workshop and in private meetings where character design preferences and the functional needs of individual businesses were expressed. Future collaboration with building owners and businesses will be necessaryto realize implementation ofthisvision, and such collaboration will need to be done on an alley-by-alley basis before, during, and after construction. Afundamental difference betweenthe pedestrian-onlyTenneyandTrimble Courtalleyimprovements andthe designs contained in this plan isthe application ofthe `shared street' concept in which pedestrians and vehicles share the same enhanced space. The shared street is a positive compromise that preserves functionality and access for existing business needs, offers new investment opportunity for both infill and existing buildings, and provides visitors with fun, vibrant, and logical connections between downtown districts and neighborhoods. PROJ ECT GOALS At the outset of this study goals were established. Each goal also has a set of objectives listed below. The project goals and objectives helped guide the design direction and set the framework for the master plan. The goals and objectives are I i ste d b e I ow. GOALS AN D 46J ECTIVES 1. Establ�sh a pedestr�an network of alleys and walkways effic�ently I�nk�ng CSU, Old Town and the R�ver D�str�ct. a. Connect with the Mason St. Corridor, which will function as a primary North-South transportation corridor. b. Analyze frequently used walkable routes as a basis for connections. c. Emphasize North-South connections and establish East-West connections to these routes. 2. Create design concepts for vibrant alleys/walkways which are activated, safe, engaging and help stimulate business a ctivity. a. Emphasize connections with retail corridors including College Avenue, Laurel St., District. Old Town and the River b. Develop examples of on-alley retail/commercial entrances that address a variety of applications. c. Integrate a variety of outdoor spaces within the alleys including outdoor cafe seating, courtyards, plazas and private nooks. d. Emphasize a safe and vibrant ambience using festive lighting, integrated art, architectural treatments, special paving and a variety of types of planting. e. Design alleys with a unique theme/character responding to respective zones and districts within the network. f. Identify opportunities for redevelopment and infill where appropriate. 3. Develop strategies to integrate operational needs of alleys including service and emergency vehicle access, trash and waste disposal needs, and parking/vehicular access. a. Utilize shared-street models such as Woonerfs (Dutch) and parking courts to allow vehicular access in a controlled and integrated manner. b. Create a trash collection strategy responding to business owners' needs, while removing receptacles from the WORKSHOP # 1 \. � russell+miles �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com WORKSHOP #2 - OPEN HOUSE c. d. pedestrian environment when possible. Develop alternative strategies for service vehicle access where possible. Identify utility corridors that will significantly effect design decisions. 7 \. � russell+milll� �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, f��fi coEOi��s, �e�Borarao 8iJ�24 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co�i� INTENTIONALLY BLANK C� • ►. � russell+mil�� �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, f��fi coEOi��s, �e�Borarao 8iJ�24 Pro�ect Extent & Existin Conditions J g �� �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� \. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com INTENTIONALLY BLANK � PROJECT EXTENT & EXISTING CONDITIONS \. � russell+mills �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com As outlined in the project background, this master plan provides a strategy for creating an integrated network of alley connections from Colorado State University �CSU� and the River District via downtown Fort Collins. These connections can create safe pedestrian and bikewaytravel while enhancing business and livability of downtown Fort Collins. The extent ofthe study area for this master plan corresponds with the Downtown Development Authority boundary. The southern extents lies on Laurel Avenue and extend one half block east and west of College Avenue. The northern extent for the study is the River District edge which is Jefferson St on the eastern side of College Avenue and Cherry Street on the western side. Within this zone each alley right-of-way was mapped to clearly identify the alleys that could comprise an integrated and connected system. This is illustrated on the Existing Alley Right-of-Way Network plan (see p. 12). In this plan, the alleys within the study zone are shown in context, with major roads, historic landmarks, landmark program boundary and the downtown Fort Collins National Historic Boundary. Each alley within the study zone is shown as either a pedestrian-only alley or a shared vehicle/ pedestrian/bicycle alley. Currently, there are four alleys within the study zone that do not have space for vehicles or vehicles are not permitted. The other alleys allow for vehicles, bicycles and pedestrians and are therefore classified in the existing plan as shared alleys. The proposed Mason Street Corridor Bus Rapid Transit �BRT) stops are also shown on this plan. EXISTI NG LAN D USES It is also important to understand the differences in land use within the study area. Each area is considerably different and responds to the adjacent land use. The Land Use Designation plan (see p. 13), assigns titles of areas to reflect observed land uses. For instance, the alleys from Laurel to Mulberry transect an area that predominantly caters to CSU students. This area has been titled CSU/Retail District. Moving north is a section of downtown commercial uses which includes banks, post office and professional offices. Further north is the Downtown Business area, a combination of retail, offices, restaurants and bars. The Civic District to the west includes the Courthouse, Justice Center and City of Fort Collins buildings. At the north lies the Historic Old Town within the National Historic District, the Northwest Mixed Use area, and River District. TRASH, VEHICLES AND PARKING In order to understand the trash storage, vehicle circulation and parking demands within each alley, an existing conditions inventorywas undertaken. The results ofthis inventory is displayed on the Vehicle Access, Parking and Dumpster Count plan isee p. 14�. Parking counts refer to parking located adjacent to the alley Right-of-Way in privately or public owned surface parking lots. 11 �('� j �� �a� l i 1� .�'.�• � ��;• • � �� �,t� ��� y .� � -- , -�4. J�_ � s .�---rr .` �-_ . - � . �- 'a��r �} � _ Pa�� • � �-. � : - -? _ � _ � r �}� � ; • �! � � � r � .: ~ Jt z�a' � ,�. 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Z , � _ - � � 1.� � �, ` — — — w � ` `� , I 1 � - � ' i � ' � � ~. � "; • . . a ,� � y R � � - • - t �� �c ���-v _ �'' _- . 4 , � � .� _ � _ 'lll� ` • , �, i" � . � � � ��►" � , ��f � PETERSON ST .-�� �: �,� �, .� - e� . � - . _ u�'�. �� � � �� ������ ,:,�,�. �, � �• - � . _ � - �-� /� � �♦ _ -1 , . , � �. �: - � +-�y� _ _�¢_�� � 0 40 80 160 1' 1 1 1 1 � � ''� \� � russell+mills � �owN�row�. StUd IOS 14 DEVELOPM E h"C � �4 ed5t OdI( St, f�rfi caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com ►. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 Preferred Alle Network Anal sis y y 15 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com PREFERRED ALLEY NETWORK ANALYSIS Prior to any design, the various alleys within the study area required analysis to determine a preferred network route and to establish the opportunities and constraints of each alley. The detailed analysis examined the following: • Analyzing pedestrian/bicycle linkage alternatives for possible north-south and east-west connections, primary and secondary routes. • Identifying assets, opportunities and challenges per alley. • Physical limitations - vehicular access, trash services and parking. • Public workshop to gather consensus on analysis results, input on design aesthetics and stakeholder input for individual alleys. LINKAGE ANALYSIS The first step in analyzing potential linkages in the alley network was to identify the major roads, key public destinations and future transit stops. Major roads include College Avenue and Mason Street, which are critical north-south routes in the downtown. The proposed Mason Corridor transit stops are also depicted for their effect on a future integrated system of pedestrian and bicycle routes. Destinations such as Oak Street Plaza, Old Town Square, and Library Park were identified. Future developments such as the amphitheater and community marketplace are proposed for downtown, but sites are not yet final at the time this report was prepared. The linkage assessment look at north-south alleyways within the DDA boundarythat could be enhanced as part ofthe network connection from CSU to the River District. These alleys are identified in the Plan as Primary Connections. Additional alleys in the Old Town area that serve as primary east-west connections are also identified. As illustrated by the analysis, the major break in the north-south connection occurs at the intersection of College Avenue and Mulberry Street. The northeast, northwestand southwest corners ofthe intersection are occupied byfull block developments without alleys. At these points the southern and northern alleys are disconnected and terminate at the street interface. The terminated alleys presentthe most challenging aspectfor creating a connected system. There is a need for any users ofthe proposed network to navigate via College Avenue, Mason Street or Remington Street to reconnect with the projected north- south alley route. The interim solution, provided in the Plan, proposes "Streetscape Enhancements" that clearly identify a route for a person to followwhen they reach the junction ofthe terminated alleys. Future development should be encouraged to recreate this north-south route and reconnect the alley network. Secondary connections were also analyzed for system linkage. These connections provide important links to side streets, key destinations or corridors. Some of the connections lie outside the DDA boundary, but serve as important parts in the overall network. Thefinal piece inthe networkofintegratedwalkways arethe east-westconnections. In all instances, the east-westconnections are existing streets. The east-west connections shown on existing streets are still critical connections for the integrated network. These routes enable all users to connect to main corridors, destinations and the north-south alleyway network. The culmination of all these elements comprise the "Preferred Alley Network" that is further analyzed in more detail and presented in the following section. \. � russell+mills �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com 16 ; s ; . . � s� - �i.� -r = ' ,; ��. ♦ � '.rt*�r.-� -�iG � _ - - �, `� ,� I _ K.� • , ti �� �+�r a �� � � � st.=� T ` ' , � � ' � q' �' _ � � � ,� • �. ,► � ' ' ' � f'� ,� i � i7 r� � � „� I�` � "� ''-'` _ _ _ _ � � �- . - M � t~rn � - �'~ � _ * � , i .� .�, - � � � _ __ , - � N SHERWOOD , ; #. �, � � � , u .� � . �' � - - ' ► _ .� ` ' , �' - � + � � � "- � � :' ' � � -.- . • -. .�' � � �_ ' i � � , � � � :� F �''�. �. 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'� z � W � Z ., , CONNECTIONS ,,, , STREETSCAPE , ^ � -. �,,� p� I�� �. . , _ _ � � � �,,. - m . � : - �.�9 � �. � � � .� � _ . - � � ENHANCEMENT k - � � I � � ��e" � � f � J + � � � > � � �� . � , � lt f ` 4.1 �` ` �j`� r� l � ,' � �_ , �� _ � � . , .., . �► f � 5 � � �- -;� _� . � �.� � . � �.., Q �i = � Q � . � � _ , o . -«: _ � � � � � , �� .{ � , Q � ' � ' - � ''� � � " � � `�� � -.: � I I � -� � _, s � . . � � � � � � ' . � � � ' �� �� SECONDARY ALLEY J � - � �,.. � � � O O � � �' .� � � :� 7� � , a. r .. � �, �, �' � R � �� � ! _ � r/ �.i �l. r� � ` — � _ . � � � � I � 'r , _ : R � ti ,' � �a�i�j �;a ,� { ' ,K CONNECTION ,,. � � , '��,i%i ; � _ � � �.. � . _ t �;,�„� � �„�,� �( _ , _ r � ��;. # � � � W � _ W � . , , _. ,� � :. W , � � � � ;� — -�� W _ — W Y � � , Y � �. . ;, - .. 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". _. �;, � - �u =- • ( . ` . a � u -- � PETER N T � - � - - . _._ ` _ , /�' - SO � ± � _ � � ' " . �- � '"���F�i��� �_ �` -� -, "• .\; ,, ,• ' . � � � ' ,�' �� '��� ��'; • -�.i�i. 7 � 1 +� ' - - - 0 40 80 160 1' 1 1 1 1 � � ''� �, _ � russell+mills �owN�row�. StUd IOS 21 DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com IDENTIFYING ASSETS, OPPORTUNITIES AND CHALLENGES The Preferred Alley Network plan was used as the basis to examine each alleyfor opportunities and challenges. As shown on the following page, alleys were organized into clusters and given an alphabetical label. Each label cluster was then analyzed for opportunities and challenges using criteria established by the consultant team and DDA staff. \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com ALLEY SCORECARD - PUBLIC WALK THROUGH Interested stakeholders, including business owners and City staff were invited to participate in an alley walk-through that required a full day of field observation and analysis. Each participant was provided an alley scorecard to rate the assets, opportunities and challenges each alley contributes to the future network. At the completion of the walk-through scorecards were tallied to create an overall score for each alley. The results were mapped on the "Alley Scorecard Summary" and show the alleys with the most potential and greatest challenges for creating the future network. Most ofthe alleys that scored high for greatest assets and opportunities also scored equally as high for challenging conditions. LIST OF ALLEYS BY RANKED SCORE (HIGHEST TO LOWEST SCORE BY ASSETS) Alley Assets & Challenges C � � H F C K � : E Opportunities Score 4.3 C� � 3.7 3.3 3.2 3.1 3.1 3 � 2.3 Score 3 C� 3.4 3.5 2.8 2.5 3.5 3.5 � 2.9 2 22 Contributing to retail/commercial business Potential for redevelopment/infill Connection to east/west attractions Unique character Shared street potential Need for alternative waste disposal Problematic vehicular access � ��• �� �, � ���� � . _ �. '�'�+� : _.,� � � � c� J' � � =�` ,� - � .. 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AVG . i ' !� ,�d �III 3.5 �� AVG . LEGEND ASSETS AND OPPORTUNITIES � CHALLENGES � � � DDA BOUNDARY 0 40 80 160' 23 � . .J . • Strong interface w/future hotel and convention center • Connections to Old Town Square and Oak St. Plaza • Strong contribution to retail business • Strong u rban vista to Old Town Sq uare • Retail courtyards/plazas • Retail parking can be displaced into hotel on-grade parking • Partial closure for pedestrian only zones • Create al ley accessed retai I corridor • Activate al ley entries at Oak St., Mou ntai n Ave. and OI ive St. • Showcase alley for sustainable strategies (dovetail w/hotel) • Prime location for future redevelopment ' • Strong east/west connection to adjacent residential areas • Redevelopment can capitalize on hotel location and central downtown location • Immediate pedestrian corridor w/streetscape enhancements along Mulberry • Potential for redevelopment to capitalize on location (Mulberry/Mason/College) • Extensive trash service needs • Areas w/problematic vehicular access/narrow corridors • Drainage problems/ice in winter • Functions as obstacle to continuous alley network to Downtown • Safeway property lacks alley access • Property between Magnolia/Olive lacks retail/ • Immediate streetscape enhancements along Mason to complement Mason Corridor commercial • Extensive retail frontage to alley on east side ' • Wide corridor allows flexibility w/design • Low building heights create sunny environment • Potential for shared street (wide corridor) • Courtyards/patios within articulated building footprints along alley • On-alley business entries throughout • Parking consolidation and organization • Relatively simple trash/dumpster consolidation • Activate alley entries/destinations at intersections w/Laurel and Mulberry • Unique theme/character • Sustainable storm water strategies � • Potential for shared street (wide corridor) • Potential for courtyards/patios and plazas to complement business uses • Wide corridor and extensive open areas create flexibility • On-alley business entries/improvements throughout • Existing tree groves provide shade and create park-like setting • Parking consolidation and organization • Strong connections w/Mason Corridor • Relatively simple trash/dumpster consolidation • Primary connection to CSU • Activate alley entries/destinations at intersection w/Laurel • Opportunities for unique theme/character • Enhance connections to Mason Corridor and transit stop @Mulberry • Sustainable storm water strategies • Implement Clty parking cooperative program • Extensive retail frontage to alley throughout ' • Existing in-alley structure provides interior destination . . • Prime location for future redevelopment • Access to Mason Corridor and transit stop @Mulberry • Prime location for future redevelopment • Access to Mason Corridor and transit stop @Mulberry • Potential for redevelopment to capitalize on location (Mulberry/Mason/College) • Immediate streetscape enhancements along Mason to complement Mason Corridor � � 1 . . 1 � � . . • Residential focus on east side of alley • Overhead utility lines detract from visual quality • Residential focus at north end of alley • Need for extensive parking • Functions as obstacle to continuous alley network to Downtown • Functions as obstacle to continuous alley network to Downtown • Lack of retail presence - primarily commercial \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com � G 3.0 ' Sttong connec[ion ro Oak St. • Wide mrridor and extensive open areas creares flexibility • Existing vee groves provide shade and create park-like set[ing • Strong connections w/Mason Corridor H3. 7 ' DDA owned surface parking lot • Strong conne<[ion to Oak SL Plaza, Mason Corridor and Moun[ain Ave. • Existin9 model for courryards/patios a[ Rio Grande Res[aurant • Extensive re[ail frontage (`�I,Iy��I;i'a���liiS li��:; • Porential for redevelopment at Mason and Oak St, wmmercial properry • Immediate svee[scape enhancements along Olive to Mason Corridor • Caurtyard and patio spaces at north end of alley • Activa[e alley entry at Oak Sc Plaza • Sus[ainable srorm wa[er sttategies • Create parking garage w/ surface level retail • Courryards/patios and plazas to complemen[ business uses • Show<ase alley for sustainable stra[egies (cenVal down[own IocatioN . Remove bank [eller structure ro creare urban courryard/plaza • On-alley re[ail a<cess throughou[ • Sustainable storm water stra[egies ro address drainage issues • Activate alley entries at Mountain Ave., Oak SL Plaza and Mason St. 3.� ' Connections ro Mason Corridor, future Performing Ares • On-alley retail entries behind parking garage Complex, Mason Transpor[a[ion Center •Courtyards/patios and plazas m complement business uses • Connection [o Parking Garage • Crea[e mixed-use infill at LaPorte Ave. • Existing parking muld be absorbed by Parking Garage • Multi-purpose plaza for boo[hs/festivals adjacent [o Parking Garage • Tenney Court alley completed • A<tiva[e connection to Mason Corridor, fu[ure Performing Ar[s Complex . Arti<ulated building edges @ Laporte SL <reate opporwniry for • Shared street potential near parking garage infill and murtyards 4.0 • Wide overall corridor • Svong connection to Walnut Sc, Linden St. • Exis[in9 models for courryards/patios • Significant hislori< resources • Relatively simple trash/dumpster consolidation • Low structures/sunny environmen[ • Po[ential for shared street (wide corridor) • Potential for courtyards/pa[ios and plazas as retail/mmmercial envies • On-alley business envies/improvements [hroughout • Parking mnsolidation and organization • Activate alley entry at inrersec[ion w/Linden S[. • Embrace his[oric theme/characrer • $US[dlndbl2 SCOffll Wdtel SVd[fg125 • Implement Ciry parking cooperative program 4. o ' Frequent vehi<ular use and tirculation • A<e Hardware pa�king currentty cri[ical for overall retail success • Narrow corridor at Olive and Oak St. • Need for frequent delivery vuck access 3. C ' Need for exrensive parking � • Topography crea[es drainage issues 3. � ' Tall structures/narrow corridors creare shaded/ dark environment • Wasre disposal issues need m be resolved 3. C • Existing parking exdusively relates to ownership/ � �o� r�es • Hismric district requirements somewhat res V ictive 3.5 • Area relies on redevelopment [o bring more retail a«���tY . Historic district requirements somewhat restric[ive K �7 .� ' S[rong mnnection [o Walnu[ SL, Mountain Ave. • Po[ential for shared sVeet (wide mrridor) J • Prime location for redevelopment a[ Armadillo property • Courtyards/patios and plazas as re[ail/mmercial entries . Variable <orridor widths • Creace mixed-use infill at WaInuUMountain Ave. • Mul[iple alley access points • Embrace his[oric theme/character • Articulated building edges oeate oppor[unity for courryards • Pedestrlan only zone connec[ion from Old Town Square w/terminus @ Elliot's • In[eres[ing historic struc[ures • Ac[ivare alley en[ry at intersec[ion w/Linden St. and at Walnut St. � i� �� � �� �`� dda �', ��.,, �,. rnm; ALLEY SCORECARD OPPORTUNITIES AND CHALLENGES 25 \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com PUBLIC �IIORKSHOP #1 On April 29, 2008, the first of two public meetings for downtown business owners and interested parties was held. The first workshop was held at Stonehouse Grill and was attended by approximately seventy people. The objectivesforthe workshops were: 1. Obtain consensus on overall direction, 2. Feedback from Stakeholders on aesthetics, and 3. Obtain Stakeholders' input on recommendations for individual alleys. The workshop format was as follows: • Present the existing conditions analysis and the proposed alley routes that would connect CSU to downtown and the River District. • Discuss trash and recycling alternatives. • Open questions and discussion. • Visual preferencing exercise where participants voted with green or red dots on a variety of images. � . � Discussion about visual preferencing results Small group breakout to discuss issues and opportunities of each alley. Presentation of results by breakout groups. � ►. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com Recommendations 27 \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com INTENTIONALLY BLANK ��: • \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com CREATIVE SOLUTION FOR TRASH & RECYCLING TRASH PICK-U P One of the primary concerns for any prospective improvements to alleys is the current trash and recycling conditions. While there are ample dumpsters for trash there is little recycling occurring or being provided for downtown businesses. Additionally, the quantity of trash dumpsters are problematic on many fronts for potential shared improved alleyways. Currently, a total of three trash collection companies regularly pick up trash in the alleys. The conditions that exist today reflect a typical arrangement of one trash dumpster per building and occasionally an additional dumpster for recycling. In several alleys, there may be buildings with more than one business housed within and a trash dumpster for each. In any case, the resulting effect is a trash and recycling schedule far more complicated than is necessary and with far more trash vessels than is necessary to satisfy demand. The situation is not conducive to the desired strategy to elevate the pedestrian and bicyclist experience in a`shared street' context. The recommended strategy of this Plan is to reduce the number of trash/recycling dumpsters and collection of grey water through more efficient means. ways to achieve this reduction: There are a number of • create one downtown trash district in which local trash companies compete for the service contract; or • create trash/recycling cooperatives on the block or half-block scale with neighboring businesses soliciting services from a single trash hauler much like a HOA. TRASH/RECYCLING CONSOLIDATION A number of trash companies contributed to discussions regarding the best alternatives to centralize trash/recycling collectionareasandissuesofodorreduction inthealleys. Afterthesemeetings, analysisanddiscussionwithstakeholders, the recommendation is to create central consolidated trash locations. This concept is contingent on selection of one trash company for each enhanced alley. The concept would create a key trash collection location within the alley or through partnerships between the DDA and owners on private land immediately adjacent. These areas would be enclosed and through DDA investment and potentiallyArt in Public Places, enlivened as an assetto the alley. The enclosure would house a shared trash dumpster and a recycling center for commingled recycling and space for specific recycling such as glass, and aluminum using specific focused recycling companies. The ideal commingled recycling vessel would be no largerthan a three cubic yard compactor. The compactor could effectively accommodate almost nine cubic yards of recycling per pickup. Compactors have come under considerable criticism recentlywhen used forwettrash collection. Excessive odors from wet trash created by downtown restaurants and infrequent collection schedules for compactors contribute heavily to odor concerns. This Plan recommends use of smaller compactors for recycling, and all other trash types placed in the dumpsters for daily collection. This concept also creates a recycling option for downtown business owners located on the enhanced alleys. To facilitate and encourage the use of the centralized trash locations by businesses, wheeled trash containers are recommended. By using fewer dumpsters for all non-recycled trash, the trash hauler can clean and replace dumpsters more frequently, thereby further reducing odor. The results of this recommendation include greater opportunity for recycling, cleaner, more organized alleys, reduced trash traffic, and reduced noise impact to upper floor building residents. _ �4J ' I I I I I I I I I I I I � � � � � � � � � I ` � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � TYPICAL ALLEY DIAGRAM Existing conditions= � 19) 3 cubic yard receptacles \. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� N.T.S � 64" W � � _��.. — �J� � ' � �. � o� Alley A(between E. Oak St. and Olive St.� currently houses �19) 3 cubic yard dumpsters. If the alley were to be at full capac�ty for waste there would be 57 cubic yards of waste. , :t .�.� � � _ -_ �4 _ ; � _ �,� : �,� _ _ ��- � � � ,� .� � � - ��` : � _ �=` �� � . . _�= : � . .�; � ; ,. ; ' � ; � � EXISTING 3 CUBIC YARD DUMPSTERS � � �__� ' - �i ��:�, b�. _ � ,. . I �� � � � � - �� _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TYPICAL ALLEY DIAGRAM Existing conditions =� 19) 3 cubic yard receptacles Proposed =(1) 3 cubic yard recycling compactor � 1) 3 cubic yard receptacle Approx. (10) 90 Gal. Receptacles \. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� N.T.S / 64" W RECYCLING COMPACTOR In this scenario the compactor will be enclosed and used for recycling only. The compactor should supplement the need for individual business to require their own receptacle. EXISTING DUMPSTER The existing dumpsters will be reduced in number due to the proposed daily pick up. For supplemental storage the dumpstercould have an "arm"forlifting heavy90gal containers. All dumpsters will be surrounded by enclosures and strategically placed within each alley. 90 GAL. TRASH RECEPTACLE Enclosures will be strategically placed to accommodate 90 gal disposal for all buildings. COMBINATION OF WASTE RECEPTACLES _ 31 96" W PAV I N G � �� X�~* � _ �j � 4� �r .�. ,,,1 �, _�� ��� �#� � �. ___ .c. r. , �, _ ,�. _: �-., . . + � :.� - w � � t� .�.- J ALLEY RECOMMENDATIONS Refer to the Design Concepts and illustrations section (p 43-65) for illustrative examples of the items listed below. PrimaryAlley Network-The primary alley network consists of direct connections from CSU campus to Downtown and the River District by way of alleys located half-block east or west of College Avenue, and alleys that parallel Jefferson Street between Pine and Chestnut Streets. The alleys comprising the primary network all provide functional access to commercial, retail and residential uses in what this Plan refers to as the Downtown District (north of Mulberry Avenue), the CSU District �between Mulberry Avenue and Laurel Street�, and Old Town District. The overall design recommendations for all alleys are listed below. \ 1'� ' ��; ��� ,'� � -� � � � _ 1'. .�� .,y, �. � J �: i. .., _ . .:��:�� � .. ��,� `f D / � j� j� ..� � ��° R - t . �- � . .: rh a f'' � �;M�7. � ° `�. � • ` `�'�''Y� �� C � . .. ��' ry .. � r �' � c� �t~• � ��' V �!E l, � �:'��'� ' � ��'� '.a�'��;w _- _' d ::r �+ � i.•'���t�%+� , �t �. . .�� �{}.. -. � � --. ,� , � � r : . � _ �w. ,i';��►,y ,. � � 1� t '+� ` � : +L�: �?i� .� �`��' . _ e �r . , . - ... ,: ;.y: �� . '� L:1'' ,y'r' ' ��'� .. �� ��/ � � � . =� � � , b'� .._ II � ��� � � a � � � fl►.R— � �������� � _� I � � ,_i_,�'-- � Ci; � ;: � ,�; ; . . . ,; _ , '� 1 �, �. 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'r—" •`—.+ � . * — ' � i . i�� ..a t . . ii 1L �r . _ � � �'_ � . - - � � .��; �� � �� ; � ., � R y - � ' t � .. ' . � �� #��� -�— T � ^� � � � rr il - . � �`-_�� y�.�., ; h, f. y � � ` � � � � � � � � - � _�� ,. �� �� �_ g : ! t C� 1. t � � �;. � ��'. � _. .. . ��. . _ � � .�. r' � . . a��I � ~ � � � �., �! � �� . � . _ �.-- L 't �~ � � y � � � � _� I� . � � - �.. � � � ; - � � � , = ;� 4 ,. . _ , ��afi�. � � I ��i.�� - .� .r.. . Gateways and Entries - Alleys should be immediately recognizable as pedestrian environments at the entry on intersecting street. Where possible, mid-block street crossings that link alleys together should be clearly identified through common pedestrian crosswalk striping techniques. • Paving treatment - Pedestrian alley paving �pavers) should extend into intersecting sidewalks to the back of curb to clearly identify these spaces as a transition between existing sidewalks and the enhanced alley environment. • Wayfinding and I.D. - Identification and wayfinding signage should have a relatively subdued presence at alley gateways. The signage should be employed in the form of paving inserts to identify the alley, and directional arrows attached to light-posts to provide direction to businesses and other significant destinations. • Gateway Lighting - Gateway lighting should consist of overhead strand lighting overhead and light posts consistent with Downtown District alley lighting or CSU District alley lighting. • Planter Pots - Planters clearly identify alleys as pedestrian spaces by providing a human scale element. They should be arranged at building corners in clusters or groups to create a visual presence. Paving- Paving should consist of concrete pavers of a mottled colorto minimize the effects of stainingfrom vehicles and trash collection activities. The pavers should be distinct in size, color and texture to identify pedestrian travel zones and vehicular zones. Where plazas occur, paving should delineate the plaza boundaries and create a cohesive appearance and contribute to the aesthetic impression of the plaza. Varied paving patterns will also change the hierarchy of the alley from a predominant vehicular-use area to a pedestrian or bicycle use area. This technique will help create safe, shared environments. ART I N PU BLIC PLACES R �-. �`ii��,i i� '.'TR'�'SiJ �";��{ �� 2'. , ' 7' � --� , ( � r - _ . t p l � �, i �; =�'��C � ,1 � � - .� � � .;� . � � � ,. ...�, ,!� y � �� yr�+ , ,, - . �.-r_I �, fi t ,-�n � ?:;� ,� ,�Y�•�.��.� .s, �,��• -�y�� �` � ,' S '1���.�.rL'� 1 �. ! �.•.�,t! �f'�i �': ti'!,"',, i. � �`;, , v � ti � _t�: � ' ' �r t F'��� t`'_ �,� �' J�' , t,�y ,,%��N , ,. �++ r � � }:�`I _ ���:. , _ _�:;_ _� t:t . � _._ PATIOS & SHADE \. � russell+mile� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' _ -�; �� �_ `. `...�, ...,, � _ " \' ,� i�, � ., � �� studios 114 east oak st, fo�fi coUir�s, cc�lo�ar�o &n524 p: 970.484.8855 www.russellmillsstudios.co��� �� i � R` � �� ; ..y�� � ��. ,•�;.:.Q; ;;,: r�` _\ � �''�':�.:x= i + , � �, � ,.s �, �����,:�� �� f11��'\>, a.���';��. : � �. �., .. � , � ., :.�. � � .� F � .-��} ,. � � t � i�� ,,i, ,.a a . 4N _ __ . . . . - _ :�T`6. 6:�� �. -> � — y, � � Is� ;, f f� � � ` ,�'�� � � '�� � � � r , n . 7 ;' t ��� � � �� � �.� , ���� �� ��L� .� t� �: � ..--- - , ` �- � � / � � '.. � , �. � :�� i.s ��w P'y� ' � � :� i, . t:1 .��,. . �� �'' �' :-: ' :� �e,� ,,=� ; � �� �� �� . 0 ..- . - _ � ,�. , �,� ' Y� -+ ' ►' - '.. ;� T� ,' r•�-' - , .. ��t � . l s, � ---- r+-� � _ _ _ - �_,, _ � �_ � - : ` �-y ,� '�i/ l� t� �' �r"r � . . �� _, _ ' �� ,�- � � _ • ��' �. + �, � . , -, �' *. i � ���� R: � , - � � ��--- - � � y ,1 ; i �-..�' � r "� � : -, � � � • , .. . �t �►� - � y,a+ . � , _ -;� , � .,.. �� . � �►� Lighting - Lighting should help provide a regimented structure in the alleys. Lighting fixtures should be spaced so that the alleys are not excessively illuminated, yet still safe. Full cut-off fixtures which limit light pollution by focusing light direction are recommended, and fixtures should be consistent to the CSU district or powntown District. Pole mounted pedestrian light posts should provide the majority of lighting, with complementary accent lighting provided by wall sconces on private buildings. Planting - Planting should contribute to softening the appearance of the alley and providing color, texture, and human scale interest. Trees in plaza spaces should be placed in areas near seating to provide shade. Year round planting should be considered. Winter planting could consist of adding pine boughs and dogwood twigs, etc. to planting areas. Drip irrigation should be a component of all planting areas. • Planter Pots and Hanging Baskets - Planter pots are a unifying feature that add a human scale to the alleys and help identify alley entries. Planters should be used as a feature to provide structure and accents to the overall environment. Drip irrigation lines eliminate intensive hand-watering requirements.. • Storm Water Bio-swales-Bio-swales slowdown and filter storm-water runofffrom paved areas and roofs before entering a perforated pipe and conveyed into the underground storm water utility. Plantings in bio-swales contribute to alley aesthetics and can be partially irrigated by storm runoff. Soil-moisture sensors should be 32 � �t-�,�r� � y � _ � -- used in the bio-swales to control drip irrigation which is necessary for plant establishment and periods of drought. Art - A variety of opportunities exists to integrate art into alleys. When selecting art for alleys, consideration of physical placement is importantto prevent damage to the art, but also to avoid impedimentto pedestrian orvehicular movement. Murals, embossed or sandblasted pavers, and sculpture are appropriate forms of art well suited for the enhanced alleys, as is the continuation of the Art in Public Places programs, such as the Transformer Art and Kids Pavers examples. Other art options should be considered so long as the basic criteria for physical placement is observed. Plazas - Plazas and courtyards should be considered at major nodes where ample space exists. Plazas are an important component of successful alley design and help activate the spaces and create destinations and environs for enjoyment. Plazas and courtyards can be flexible, shared public space or private in nature depending on conditions and needs of business/building owners. In most cases, the space available for plaza features exists on private land and will require working collaboratively with owners to understand their individual needs. Opportunities to create plaza features are outlined in the Concept Diagrams and Design Concepts and Illustrations sections. �p. 43-65) Seating - Seating should be accommodated along alley corridors in the form of dispersed benches surrounded by planting or in plaza/courtyard settings. Moveable chairs and tables should be considered where possible, as well as seat-walls �n publ�c spaces. Building Entrances - On-alley building entrances are key components to activate the spaces and create a destination within the alleys. Entries should be visible from the corridors and compatible with the existing architectural themes within the alleys. Important considerations include lighting, doorway and entry treatments, signage and human scale features such as planting and awnings. Three scenarios for entries are illustrated at the end of this section and represent guidelines for alley building entries. Vehicular Access and Parking - In general, the alleys will continue to require vehicle access to facilitate parking, trash service, maintenance and deliveries. There are a few exceptions, such as where three or more intersections of public rights-of-way may allow for a segment to be designed as pedestrian only. Vehicular access is envisioned as one-way to el�m�nate s�tuat�ons where two veh�cles must pass each other, thereby creat�ng congest�on, safety �ssues and potential damage to alley features. In general, the City of Fort Collins is in agreement with this proposal, but transportation studies must be undertaken on an alley-by-alley basis before final design and construction documents are produced. The goal for these alleys is to emulate the Dutch model of Woonerfs, where vehicles, pedestrians and bicycles share the spaces. The design ofthe spaces give priorityto pedestrians and non-motorized vehicles, thereby ensuring vehicles operate at safe speeds. Energy Generation - In some alleys it is possible to apply strategies for alternative energy generation to power alley lighting. Several of the alleys closer to Colorado State University experience good solar access, and photo-voltaic panels can be used atop shelters to also generate power. In the downtown area where older buildings sit immediately ad�acentto the alley, a w�nd tunnel effect has been observed. The w�nd veloc�ty �n these corr�dors may be substant�al enough to harness energy and drive small generators that power accent lighting. \. � russell+mil�� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, fo�fi coUir�s, cc�lo�ar�o &n524 p: 970.484.8855 www.russellmillsstudios.co��� ,�-..� 1���� . � �� � �� `1 ' � � �, I ��• -� 1-1, f P ��yy r~„ •� � � /� � I � � j � • I -� �.`�,., � ►� � �,� � 1r ; �-i�- _� _�.� _ � �,, �� . � ,; . ��� _ � y °0 w� p e - ... ... ��� � ,. 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'i y �,� `�/ � ���� _ _....- -. / � � � � � �� �r� �� l' + ~ - .;,� '� ;�, "'� � t,��, .� - , � _ ' 4 �. � :!�" y . � r - - � ir � _ p � � a i r.r"-� `. ` , � ___ _� _,�.__ , �`�� ��' ;'�s s � . _ � � � � - +�� � � - �. _ ; : _ .�, �� ���,\���1��� � ,,;,�r�-� • ,� � �. ��, . y, .,�. - « , ; .� �� � � � a � � ��� �� �� � �l ' � � � �►��� ��� � ' - �• ' � -- � i � � ' �1 • � �'' �' . t � � � . •: 4 ,:� �� ,'. � �� �, � � � ��I �.� ., � � ' �,I�t �� 5 � � 1 � � ` � � . � � ��� �: ,. . � � ��,� � - � � ��- � ;�� ' . f� f_ . - ���}'� - � � ����- a� y . 1y �� � � � � .I� . _ . .,,r� ;, . �. . _ _— . �' �: �" - - � - - ; . - ��� , �f � �_ � �_- � ��� 9 �� i ���� - ��� � ^��'�"�...� �... , �+` � ��- _ �' -�.., ALLEY BU I LDI NG ENTRANCES � f� _ _ 1 I.�� �_ L. l � ` — 1 � — _ � -t'"�"4�' '�� L,{� � _ -� - - �..o.. - � �, -.� � � ,_, r �� - � �`- y - .��� � _ ___, _ �-�: : � - _ � �. _.., � � �,,; . • _ , _'—' � '—,`r ;� �; J � j _ i .t�t.,�i J � . �-- � - � � � � — . � +.1 -�I..�l _.� �� "—, � �.� _ " , � � .--�- �. � �,� �:�;,_�_ _ _ _ �---�-= -:��_.__---� -- - ---�---���_,�.� .J �J—�__J_'1' � �� _�'__' —J� -- - - --1--�J ,_� _ � ��_ _ . J--y��,-�� J �-.J .� . - _ l. _1 -�J _J ' � � �-- 1 -_� ._:.��J�_J�.�J_. . - I �-'J-�' ��' �!�_l —..�� .�...l.�J TJ _J �J �� _ .�l_� �J J �J -J �J __� .___. _.1'_' _ 1 ���._..L�J �..�IJ�J-�+_ i .J_�J�1J_�J _JJ-�1J__ - -•� . _- �J_.�J .�- �JJ__...1__ ! -1-_.J ,.! -� _J-�� -_ - _t _i _ . r- '�- _.J _�] _.J —i _� _J —� � _ . - � ' _ �� ��� - _ J J J _! �_I J .��_ . ._ � 1 . ` w�w�e - �.,.- . �_ �s - . - - - _7�J�...l�.J.�l � ' � .�_� J�—.��1-_��. � „ ,Q I;' '`� , .� �� ����- � - - -- - J�J�_� _l_7.�J� . � - ;S _ �.� .�—� �.-�_J--J_��_ . �i __- . . . . � ��,,.� ��:ri �� � �� �� ��� 33 �;,' - t � •.�!r� I `� � ' ► � � �•� `+ ' '• 1!,' ' �•' + � ' �} _� ��� + 1 � � � . '`'1�! :4, _�i+�j ••��, �. , � �� - u , �r;�-�� ..� i . -�.� I � �- �r T � � >>, , , . �,. �.._ � ! 4 � `� ��` �= ' � :; ' �-•• �-:=• : ='' �'�-�- ,� ♦ � � , � ' / i ♦ � ' �►� '„� �� �. i�. . ._.� , �. I � � f+ / ' �`' ' :, � � ; 1 ' �' d� .� �� . .� � k i � ' .�, � � �� �.i 'r• � �.� r � �� � *''� '; •� 1 � i � 1' � •,. • � r ^ �, + ,� ti ' i ; � � � r {�, � Y � ) Y�-� s r�. �_ "�' �; � ` ~ - '. ��; , �",* '. :,`�; • . :i }� �p .�.� ! �� ` � �-t�e '� . ' �1 r; �I.. r ' .� � �� - �w,�{� � � � - � v."� ,K ��� - ' ,;' ,p �• �: � ± t. � j i � � rt � �� '� � � .�. .� �. � '� �'..�.- , � ' ! i'� �_v`�� r � F: � �:-, , r�y ���'k ' � .�' y� *� ' � .� 1 � �� � �` ` {_� �,,, � � . � . ��P - — � . �ie�� r . � � y � . -I�l � ! • � . SEATI NG � � Secondary Alley Network - The secondary Alley Network consists of alleys that provide the east/west connection to the Primary Alley Netork. In general, treatments should be consistent with the Primary Alleys, but less intensive in nature. The main design recommendations are broken out and listed below. Gateways - Gateways to Secondary Alleys should be clearly identified as pedestrian spaces with paving treatments extending out into the intersecting sidewalk, lighting, and planter pots. Paving - Pavers should be used in SecondaryAlleys, which is consistentwith the PrimaryAlley pavers. In most cases, sufficient room for pedestrian/vehicular paving distinction doesn't exist in the Secondary Alley network. Lighting - Lighting should be consistent with Downtown or CSU District lighting standards. Planting - Planting in Secondary Alleys should consist primarily of planter pots/hanging baskets and storm-water bio- swales. Art - Art opportunities are similar to those in the Primary Alley Network. Building Entrances - On-alley building entrances should be encouraged within the Secondary Alley network under the same parameters as the Primary Alley Network. StreetscapeEnhancement-Pedestrianwalkwaysarean importantcomponentincreatingacohesivenetworkofpathways connectingthe networkofalleyswith majordestinations including stops alongthe Mason Corridor, the Civic District, parking garages, and other significant destinations such as Library Park and the future amphitheater site. The typical streetscape environment should be redeveloped in conjunction with new infill or redevelopment projects. Other enhancements should include widening sidewalks that are too narrow to effectively allow movement of people from destinations such as Mason Corridor transit stops. These walkways should be designed to match existing streetscape standards and should address context as well as creating an effective link to the alley network. Walkways-Detached walks of 6' minimum should be created to allowtwo people to comfortablywalk abreast. Wider walkways with grated trees that are a minimum of 12' wide from back of curb to building edges are also encouraged. Paving treatments at intersections should include ADA ramps and facilitate effective street crossings. Planting-Planting should ata minimum include streettrees in accordancewith Streetscape Design Standards. Planter pots and other human scale elements should be included where possible. \. � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� CONCEPT DIAGRAMS Aconceptual diagram studyoften priorityalleyswas prepared based upon results ofthe PreferredAlleyanalysis, AIIeyScoring Summary, and public workshop. The recommendations for each alley are shown on the following plans in diagrammatic form. The design ideas are expressed as line types and shapes. Each plan has a summary of recommendations with common design principles and elements shown in the legend. �1:� � W a oa t� W � � � O W � W �� �� _� H tn W > — J 0 , , � � � � � � � � + � � 1 # �' _ + ~ a — � � � POTE NTIAL POTENTIAL PATIOS/ COURTYARDS FACADE ADDITION/ ENHANCEMENT ■ ■ . ■ ■■■■■■■■■■■■■■■■ iTl� � � i � � � � � i ■ � �� . � � � , � � � � � � � , . �- w � � � POTENTIAL PATIOS/ � COURTYARDS � � � ' I� .� II . IMPROVED� �' STREETSCaPE �..� � -; � � �+ 1 �� � • ,.,� ,� � �' � � �� � �� � � � � � � 1 � M . i �� 1 � ' � �� , . ------------------- + ■■■■■■■■■■■ �'.'■.... ■■:...r■■■■■■■■■■■■■■■■■� ' ■■■r■■r■■■■■■■■■�� � � � �� FUTURE REDEVEL r� _� � # ` �� � � � � ,�� � � � � � � REDEVELOPMENT FUTURE �� �� � � REDEVELOPMEN ■� �+ � C � � J � �� � � �� ■� � � � � � � � �. � � � � i � � � ■■■■■■■■ � .r..� � ■ � � � � . ■ • . � � . � �_ . ■ 1 � ■ � . � � � � � a � � � ■ � ������� � � FUTURE � � REDEVEL � � � � � � i ` � � .� ■■■■■■■ OPMEN � T � � � � �������������� T� � � � . � . . � � � � ■■■■■■■■■■■ � � . � ■ � ��������_�����_�_�����_��������_���_�����������_��������� � ■■ � � � � � � � � � . . . � �� �� . ■■■■■■■■■■■■ . "SAFE ZONE I , �� � :* SUMMARY RECOMMENDATIONS/WORKSHOP INPUT • Shared trash/recycling stations • Address ice issues in winter • Lighting is critical • Reduce hiding spaces • Truck pull-outs • Underground utilities • Possible one way vehicle � Improve storm water cond�t�ons from rooftops . }_� � _� � � �' � HARBOR" N MEDIAN �, � �� � � . � W � a � Z _ a H Z � O � LEGEND DESIGNATED � � IMPROVED HISTORIC STREETSCAPE LANDMARK SHARED ALLEY TR TRASH/RECYCLING ENTRY PLAZA WITH ENCLOSURE PEDESTRIAN PEDESTRIAN ONLY ENTRY PLAZA ZONE TRUCK DELIVERY � SHARED ALLEY PARKING ZONE NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+mil�� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f��� coUir�s, �c�lo�arao 8!1.524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� s� � � FUTURE � � POTENTIAL OPMENT POTENTIAL � � REORGANIZED PARKING STALLS 0 15 30 60' • • 35 � � � � �� �� � � r ' t � � .� �� � � � � POTENTIAL PATIOS/ COURTYARDS � � i � — � � � � � !� �� � � � ��' . ,� � � _ � � �� - � � � � � - � � �► i . �_ � - � � � � ....... � ► • '�� . . � - - — �� � � � . � � r � � � � .� � � � i �� � � � - - � POSSIBLE PEDESTRIAN SIDEWALK PROVIDING UNIFORMED ACCESS POSSIBLE COURTYARDS AND ON ALLEY ACCESS _ _ � - -� � � � �� � � � , POTENTIAL PARKING COOPERATIVE ZONE ►�� . . � � � � . . �POTENTIAL � �FUTURE � �REDEVELOPM T � ■ � ■ � ■ � ■ � ■ � �■■■■■■■■ , -..� - � - � ..............................................................� � PROTECT CARRIAGE HOUSE ZONE �� * � ■ � � � ■ � �� �� � • � � � � W � � � � ..............................................................� _ � � � � � � a � J �� - r - � �, � � � � - . � � �� � � - � � � - � � � �- _ �� � �, ; � � +� _ _ : � � � � � � �� � � y � � � � { � � � � - �- � _ - � � � � � �. � � � � ��� � � _ � � � � � _ � �' ' ��ww�w����w■ �+� � '� � .. � � �. � 4 � i�� � .� � � � �� � � � � � i � � � � SUMMARY RECOMMEN DATIONS/WORKSHOP I N PUT • Shared trash/recycling stations • Provide access to rear entries & outdoor plazas • Consolidate parking into one organized cooperative parking areas to increase quantity and provide organized areas and a unified retail precinct • Bike racks • Underground utilities ..+r � �� �� � NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+mil�� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, fo�fi coUir�s, cc�lo�ar�o &n524 p: 970.484.8855 www.russellmillsstudios.co��� .r x. �4 � � � � � ....... � . � � . ��� � � � � � � . R � �I � � � POSSIBLE COURTI�'ARD � AND ON ALLEY AC E . � - � POTENTIAL � � �FUTURE � POSSIBLE PEDESTRIAN SIDEWALK �REDEVELOPM T PROVIDING UNIFORMED ACCESS � � � �� � � � ■ � POTENTIAL PARKING ■ ■ COOPERATIVE ZONE ■ � � ■■■■■■■■■ 1�� � �' �� .+ � � � �� � � � � � � ` � � � �� � � �, # + ♦ r � � � � � � � , � r .� - � �.�. -��s� � � ~- � � � � �� � � � � � � _ * � -��_ � � � � � � , � � . ,� . , � �� � �� , '� - � J � � ,� �' "'� F - � S � 1 � � � 1 � � I � � - � , H � �. ► � ��� �. � �� � � , � � � W m J � � � LEGEND DESIGNATED � � IMPROVED HISTORIC STREETSCAPE LANDMARK SHARED ALLEY TRASH/RECYCLING � ENTRY PLAZA TR WITH ENCLOSURE � PEDESTRIAN PEDESTRIAN ONLY ENTRY PLAZA ZONE TRUCK DELIVERY � SHARED ALLEY PARKING ZONE PARKING COOPERATIVE 0 15 30 60' • 36 � � � � � � �� � � � � � � �� �- . � i ■ � � # � _ t ' . � � � � � � � - � � � � � -� � � � � .� � � � # � � � � � � � � � � : •�` � _ �,,,� .�.� � � � � � � . � . . � � i � I• � � i k - � �� � � * � DEFINE PARKING � � � �������������� AREATOINCREASE POSSIBL PARKING � � POTENTIAL INFILL � � EFFICIENCY AND REORGANIZATION OPPORTUNITY � RED E ALLEY POSSIBL � UC TO IMPROVE POSSIBLE �� INTERFACE EFFICIENCY PATIO � PATIOS/ ■ ■ ■ ■ � �� � ■■■■■■■■■■■■■■ _ �� - POSSIBLE PLAZA - � W/FLEXIBLE DININ � - PATIO �� - . � - �� , �_ � � . J � , _ _ �T � I.IJ L tl� � POTENTIAL POSSIBLE PARKING POTENTIAL TO CREATE � PARKING REORGANIZATION SIDEWALK CONNECTION ��- �� W � COOPERATIVE TO IMPROVE FROM COLLEGE TO ALLEY J Q . J -- EFFICIENCY VIA EXISTING SHOP I- FRONTAGE �� � � ,� � , � } - � � � � , _ � � . � '�� # _ +� , POTENTIAL TO CREATE .. _ Y � �' SIDEWALK TO CREATE � ! --� �" � �. � � UNIFIED RETAIL AREA � � � � �� - t� � � � � • � � � � . � _ } -.� : � �„ � - � �� _� � � � � � � � � - � � �-— ' � ti - � ` � � � •_ � � • • R . . � ,� � i � � ; � � � ■ ,� _ ��� � LEGEND SUMMARY RECOMMENDATIONS/WORKSHOP INPUT DESIGNATED �� IMPROVED HISTORIC STREETSCAPE • Shared trash/recycling stations LANDMARK • Consolidate parking into one organized cooperative parking areas to increase quantity and provide organized areas and a unified retail precinct. SHAREDALLEY TR TRASH/RECYCLING ENTRY PLAZA • Reorgan�ze pr�vate park�ng - separate from alley connection to Mason St and College Ave. WITH ENCLOSURE • Bike racks PEDESTRIAN PEDESTRIAN ONLY ENTRY PLAZA • Maintain/enhance storrmwater treatment ZONE � TRUCK DELIVERY Underground utilities � SHARED ALLEY PARKING ZONE NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. 0 15 30 60' , i • � russell+mil�� �owN�row�. StUd IOS 3 7 DEVELOPM E h"C � �4 ed5t OdI( St, f��fi coUir�s, �c�lo�arao 8!1.524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� � I � � H t� W � — J 0 II�� , �� � � � � #t - � - � ,� - � : � � � � r 1 ,L 1 � � � ' � «� � � �� � � � � � � � �� TR � � �� � �� # �. � +�. i.�. �- � �� � � � � .- �� � � � � �� a �� � �� �� �� �"�� � � � :� � � . . . . . . . . . . POTENTIAL DINING PATIO POTENTIAL FACADE TREATMENT � � .� i � ... SUMMARY RECOMMEN DATIONS/WORKSHOP I N PUT • Shared trash/recycling stations • Artistic theme/organic • Entertainment space/plaza - outdoor movies, music, etc. • Bike racks • Consider timed deliveries • Possible one-way vehicle access � �� � POSSIBLE PARKING GARAG E WITH RETAII AT GROUND —LEVEL �� � � � � � � �:�► _ � � EXPANSION INFNLL � � W/RETAIL � P LAZA W/ � � FLEXIBLE ■■■■■■■■■1 � � DINING PATIO ������� .� �� � POTENTIAL INFILL W/CAFE TO ADDRESS OAK ST. PLAZA �— _� -� , � � � � �. � � ■ NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+mil�� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, fo�fi coUir�s, cc�lo�ar�o &n524 p: 970.484.8855 www.russellmillsstudios.co��� ■ ■- ■ ■ � ��� � � � ■ ■ � POSSIBLE FUTURE � � ■ REDEVELOPMENT ■ ■ ■ �� ■ ■ ■ ■ ■ ■ -- ■■■■■■■■■■■■■■ - E I�HAI�� � ■ ��j � � �� � � * � ��` �� � { � � � i � ■■■ � � � 1 �� l+ -! � .I ! IMPROVED '"� STREETSCAPE � � � � � c �� 1 I� , ■■■■■■■■■1 ....���... � � � — — POSSIBLE BUILDING "'� POTENTIAL FACADE � TREATMENT �� ''���� OAK ST. PLAZA , � ■■■■■■■�,■ POTENTIA� � �. � —� � � � � � ,, C� r � �'' � �� � � � � ... � �; � � t _ � � —, � �� � � ��� � ��ti � f L � � � � � POTENTIAL PATIOS/ COURTYARDS ADJAC E NT TO R I 0 GRANDE � -. � � ; � � � � �' — � . _ � � � � � , � � � � � _� � � � � �..� � i� �l � I w , �� � � �� ---- � � "�" � � 5 LEGEND DESIGNATED HISTORIC LANDMARK TR TRASH/RECYCLING WITH ENCLOSURE PEDESTRIAN ONLY ZONE SHARED ALLEY ZONE � � IMPROVED STREETSCAPE SHARED ALLEY ENTRY PLAZA PEDESTRIAN ENTRY PLAZA TRUCK DELIVERY � PARKING 0 15 30 60' • • 38 . W � a Z — Q H Z � 0 � � � � � � ,� + � � � � � � .� � � + � �� i � � � � , -� . - �' . � ����. � - . � � � - � �_'_ � � �_ � � � � 1 � W � Q � — a � Z � O � 0 � � � . . � �; , �� � : �� � r--, � � � T � � ._ F � y �! � . � � . �� � � � �� � r� � e .� ,� ,r,,, � � ,� _ � �� � � - � � � ,,� �. . �ii � � s . � � � ` r �� , � �-�� ;� � �_� � � � � � � _� � �� � �� ■ .. , , .. ■ ■ ■ ■ ■ ■■■■■■■■ POTENTIAL FUTURE �•�► � FI LL � �� _ � i � � � � W > � W � �C O � � �� J � ,� ,, ��� , � � �� � ,� r � .� � � � � � �� �, - � � - NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+mil�� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, fo�fi coUir�s, cc�lo�ar�o &n524 p: 970.484.8855 www.russellmillsstudios.co��� TEIVIVEY COURT — EXISTING ALLEY IMPROVEMENT � � � � � � �� � a � � �' � � ._ � � ��,� � � � � T '� 4 � � �� � � � � ♦ � �� T � � � f ' I � � � � � _�--�� - — � � --��� - - � � �� ` _ �� � i' � ��� i � x -� �.� � �, � 4 � . ,,,�.,� • SUMMARY RECOMMENDATIONS/ WORKSHOP I N PUT • Shared trash/recycling stations • Address ice issues in winter • Lighting is critical • Reduce hiding spaces • Truck pull-outs • Possible one way vehicle • Possible alley infill LEGEND DESIGNATED � � IMPROVED HISTORIC STREETSCAPE LANDMARK SHARED ALLEY TR TRASH/RECYCLING ENTRY PLAZA WITH ENCLOSURE PEDESTRIAN PEDESTRIAN ONLY ENTRY PLAZA ZONE TRUCK DELIVERY � SHARED ALLEY PARKING ZONE 0 15 30 60' 39 � � ,� � � `� _ _ . ■ r - � � t � � � � '� � � � t � � � y _ � EXISTING # � � � - � � + TRIMBLE CT � � , J - � �. � � _ - j _ � .Ft .IMPROVED � �„� _ �► � � � �° ALLEY - � � � � ,� �'� � � ; - � � r..,� -�� _ � �, � . �, - - � � - , � � -. - �� - �- � . � � �* -� - .,�- �} � i � - � + � � ♦ � � ♦ � �� � � � � � � ' � � �� � � � ' � , I � � -�� � � � �� E � � POSSIBLE .•r� ► � � � � � �S' � P LAZA/PAT I 0 � , ► .� _ � ` � � CREA TE ORGANIZED PARKING AREA . � f � - ,•. � ��--r— � � �� � ` � � � � � � � � � � - , � �� EF CIENT PARKING AREA - � � _ � .' � � S � �r . i y � � � � ,� _� - � � � � � -�y � � . + � -, � � � ♦ � �* � � � � _ � SUMMARY RECOMMENDATIONS/I�IORKSHOP INPUT • Shared trash/recycling stations • Code enforcement • Potential row Houses infill • Address drainage - stormwater gardens • Business entrances from parking area • Potential cooperative parking scenario � r � ` • � � _ � � �-F � � � � _ � �� NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� �- �, ,�- 1 ♦ - 1� � - � � • ` + ~' ` � � �' J � �- _ * � f F �. DINING �� � - . , ' - PATIO � ' ` T, � �'` � %. 1 � � • f�• ♦ ♦ � � �♦�..�� � �. � � � � . � a �• ♦ � � � � � -� � • POTENTIAL INFILL ♦ � � � � DEVELOPMENT � ♦� � Q � � � � � CREATE � � � � � i � ��.-. - � _ � � � ORC��►NIZE � � � POTENTIAL INFILL � f � - � #, f �, � � � �; _ � � / ^ � � /I. � ♦ PARKING AREA � • } . ♦ DEVELOPMENT 3 , ♦ ; ♦ ,� , �� ♦ � _.Y_ � ;, � # � ♦ � � _ ♦ ,T ti� ♦ . � . :'' . . � ' � ' � ♦ PEDESTRIAN ZO , � ♦ .� � : ,� �� i ,. �� SIDEWALK/PL AS/ � .� , �♦ # ��^_ � ' COURTYARD BUILDING ' � / . � � r � ENTRANC " �� _ • POTE AL PARKING C00 RATIVE TO CREATE _, , ^ � �� � LEGEND DESIGNATED � � IMPROVED HISTORIC STREETSCAPE LANDMARK SHARED ALLEY TR TRASH/RECYCLING ENTRY PLAZA WITH ENCLOSURE PEDESTRIAN PEDESTRIAN ONLY ENTRY PLAZA ZONE TRUCK DELIVERY � SHARED ALLEY PARKING ZONE 0 15 30 60' 40 � � , i � �' � � _ � . ' � . � M � •. f � � � - . � j , a� � �, � , . .� � }� �� � � �.. � � � � . � _ � , �, � . W � a z � a � � � 0 � � � � � � � � � � � � � � ♦ ♦ ♦ ♦ ♦ 1 ♦ ♦ FUTURE � ♦ ', ; � REDEVELOPMENT � -� - ♦ - ♦ ♦ �� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �- ♦ ♦ �� � ♦ ♦ � � 1 ; #' a _�__�_ �-�� �� - - .� �' � . � . ,_ � �� r '� � �� .� w''�.� � � POSSIBLE CAFE � a 1 �� z , ��- �� � � � ■ � � � � �_�_ � �''� �' � � � � � � . � a . � � �' � t � - " � � .- � _ ., r � �� � �� � I � r � � . � f .� � �� � i r � � � � + � �� - �� � , � � ��� � _ � � . � _ � _ a � � . a� I � • ; ,-. , '� �,/ �� � r � , � � � � � SUMMARY RECOMMENDATIONS/WORKSHOP INPUT • Shared trash/recycling stations • Code enforcement • Pedestrian only connections from Walnut to Jefferson St • Plaza area behind Elliot's NOTE: These diagrams are purely conceptual are not intended to provide specific planning guidance for adjacent areas to Fort Collins alleys. , . � russell+milll� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi cflUir�s, cc�lorar�o &�1524 p: 970.484.8855 www.russellmillsstudios.com ,�� ��� . �" �-_ s � � �� � .` �rt -� . � � � � ��� � � PATIO FOR � 1• � _ � � SHARED PLAZA w t � � LEGEND DESIGNATED HISTORIC LANDMARK TR TRASH/RECYCLING WITH ENCLOSURE PEDESTRIAN ONLY ZONE SHARED ALLEY ZONE � � IMPROVED STREETSCAPE SHARED ALLEY ENTRY PLAZA PEDESTRIAN ENTRY PLAZA TRUCK DELIVERY � PARKING 0 15 30 60' 41 \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.com INTENTIONALLY BLANK 42 \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� DESIGN CONCEPTS AND ILLUSTRATIONS The following design concepts are intended to illustrate opportunities and character of individual alleys. The designs are conceptual in nature and will require additional inputfrom building owners, City representatives and others before final design and construction documents are prepared. The concepts reflect input and feedback obtained at a public workshop from business/building owners, City representatives, and downtown residents. This workshop included work-sessions where breakout groups addressed individual conditions and preferences for design. Following the workshop, the concepts were refined by consultant and DDA staff, the DDA Board, and input from individual downtown business and building owners. Upon refinement of the designs, the consultant team and DDA staff hosted an open house to present the proposed concepts. On the following pages, alley concepts are presented with an annotated plan and eye-level illustration to depict overall character, scale and proposed materials. 43 csu COLLEGE REMINGT N � � � � J '-'-' � m z w z � � � � Q � Q o � � � � o o �� �� ��� KEY PLANO �' w � 0 � � MASON � u u � , `�• , , . � russell+milll� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi cflUir�s, cc�lorar�o &�1524 p: 970.484.8855 www.russellmillsstudios.com SHARED ALLEY WITH POTENTIAL ONE WAY VEHICULAR TRAFFIC, LARGE POTS & CHANGE IN PAVING HELP DEFINE BOUNDARY ALLEY ENTRANCE TREATMENT �� C � � �r .—J � � �. ti �'� - _� � �,/ � / � I � � ;:..�- - � .� : -.�,; :� :� � ; :`. �; �,,. �� . .� f y "� j� • �� A� . , t~�If �� . t�(i . � 1��P'� • ; � � � a 0 .. �' , . . .. �� .. ; .� .�_{� - U � � � � �-- �� , PROPOSED HOTEL & PLAZA (DESIGN BY HOTEL DESIGN TEAM) �! / /� . N , , �niQv i-��' rs � � �: �l " � ^T ' j .^ - �c . -; �-. - . . ,'\\ - � ` / \ ,. '� � ' r� }� ��� _,.; � ` � �;',' � • 0 �'r �_�� � ��. . .�J �.�+ -.: ,� • . . f- - - � ` ' _ . 1,'�'a, ' � � i� I �� � ,j � 1 1 I � � I� ♦ �• � �� .'vr; . � � ,a ' = J � •�� .` , L A� � ' PROPOSED INTERIM SURFACE PARKING � . ,�,��. _ . ;- �� . � � � � � �. w.. � . :-��� ■ }sr �,v � ; \\ _ _ _ f ,, �� i � �� y , / , , �. ,, i �, t • ��' r I, ' r r i\ i K - f� 1 � . .��j �{��� ,, � _ ��� E�fi� �'w' "•' � _�a:;� . �' �� ,l � � — ....�ij.r +! �t �'� . � • � � ' ` - � ., , � ` �� . _`T''� -��:` .." ,�,�� . �; .IC';�� T 1 - ��.'' . . � . ,�, f ,� • � f 1 '�, � •� � c `� I � ^ ,.., � � i '�` ` . � .i�;" 1 *'.�-+r� M� . ,' �� � r ~• � �' � .r �;E�,'�r" � �'��' , , ., ','J -r � ��`� :' .j; ;-:� j�, � � -- . . .� "a ' � r` �� J .�� ' � � ' I� V�� � ���,r� y ~ _J�� '`r'�..�.+i �C ' .. . r � �y �j� ��w'"'✓,�•,(� 1 , � _ � `.'i�I i .�M •�I ' '' ' �I 1 � \ � . . {� ' � I�� ( �, � � .�' j � �t ,�� , � � �•� COLORED CONCRETE PAVERS AS LONG TERM DURABLE SOLUTION POTENTIAL RAIN GARDENS & BIOSWALES FOR STORM WATER ALONG ALLEY COLLEGE AVE CROWN PUB PATIO WITH POTENTIAL ACCESS OFF ALLEY POTENTIAL SHARED PATIO SEATING POTENTIAL DINING PATIO POTENTIAL PATIO SPACE & UPGRADED ALLEY ENTRANCE TREATMENT WITH OVERHEAD ACCESS FOR TENANTS LIGHTING THAT MATCHES TRIMBLE COURT .1 _ , ,,.,�� �+-- � � / �� • �.�. ., tiKM' ' I ` � • � " / r\w 1�.�'��' r � - ��» M'.f� ^•��, �l !��"►".��`;�'` „�}.! ,.�- . .�'is a., r... -.�: ' � wr �.`'r �i:��� ..�. r �.— �.r — .�s�re� �'` ��� , REMINGTON ST , ,� �� � /, �, �� � �,6�! �' .• • � • � -.�, � ,�. �� �,�_ �,.. � . ,�,. ;-, . . �-• � . ; �,..,.. �v , . . , � .� � � . � � �, � . ♦ \ % � � ,�'\ , ` �;.� f! . � �, • 1. , � �� POTE NTIAL REDEVELOPMENT , � . �� ' r �� --I 1 �.� i QI � ' � �l�`fir il t - -t -. D � �m Q� . ,� � _ _ r —t - + � I� a �.. � �_ �, � -• . �, 1 .' ' �, ', .� � n li , — ,, ��i i ' >�� �� , . : �' � - �, . ��.�. C � � �'�. . . �, , � � � q �./ j , .� �f. : � .' � r, - i, :�.. � � '.� ,�� � �.\ �,� � •� , • '�- �,. ��� _ :� W � a z � Z � O � d`.' : �• . .. , � ti '�. �.. !' � - ' - �s��1r •!. . r - - . � "��' ` -'!���`-. - '�.'�• •� > . � •CM� �,s '+. :; � -• !� i'� / -- ' --� rr�"1 . 'f' • ,• �� f e, ,,�.�'�+, t,r -��,,r�3 .11 .�y . •�l ♦� 1• 1 • .���,ai' f -�,� , f� ,,�r fj 3��a CENTRALIZED TRASH POINT - SHARED CENTRAL PLAZA RECYCLABLE COMPACTOR AND SPACE- POTENTIAL TO CREATE DUMPSTERS. BUSINESSES FACADE IMPROVEMENTS, AND PROVIDED WHEELED TRASH ACCESS TO EXISTING AND CONTAINER FUTURE DEVELOPMENT +� . ,. • <. �4 `�, . � � - � • � , �.'�� . +�ra� • ' � ...�/►� , :�, . , ��`.� ;� � SHARED ALLEY WITH POTENTIAL SAFER PEDESTRIAN ROUTE VIA DEFINED ONE WAY VEHICULAR ROUTE PAVEMENT, AND FLOWERING POTS WIND TURBINE SCULPTURE AS FOCAL POINT OF CENTRAL PLAZA TO PROVIDE POWER ALLEY LIGHTING 0 10 20 40' • A �.l=�tr_� � __�-•_• POTE NTIAL REDEVELOPMENT • 44 f ` .� . _ _, . ' '�, . +— r --- "` - - - - • ��{ — .. ^.`��' 1 `-_--�-.. � ..� .� - j.� � , � , T_ '� v � ►! 1 ' � � , ' , � v = � � j� .� � � � �f - . -�'-- - -- . _ -- - -`� --�—' ' � r , � �, ; � ,.� _ � _ _ � - i � - t�� .�� � . , :.�"�`er: . . S _ .' . - � i � ; �, r rl j �,._, .� � � - '� . — - ��' : � � T � �-_ .�-� �� _�. . . : ._ �. ��� � _ � � --,�� � ;� i �� t -� � , -� � - ��-,_ � �1� � . � � �. :I .•--� � -. \ . -_ ,\ ' . . � c STORMWATER BIOSWALES l �• � •„ � ��q ---___-�' _ , - \ , � ` ' � � I I I ( I i, , , � . �� � I��-: : �� - �!. J � ` �i l �--� - _ _ ��- � —`�---- � � : ` t� ! OPPORTUNITIES FOR PRIVAT COURTYARDS THAT CONTRIBUT TO PUBLIC PLAZ, SEATWALL PLAZA EDGE �, �� r ; f f: J, , .. . ., � _ �` ,----- - � � „�r--..--� - '���- � _ . - _ _ � ` � _. `--- _ ���----- " _ � � � . � �� _ �1 -- .�..,`::- �,.._� ��' ��� �__ _ -.,: ,:; . _ �� �- �- _ . .:--�' - .�_ _�_ ._ -�- _ � '"� � _ '_, - i�,` � ` �� . - ���" ,� �_ ' ' f . _. � `� ��. �� ` � I � '��( �, � _ �. � " " r�• ��� � � �a .` 1. -ff 1 , � russell+milll� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi cflUir�s, cc�lorar�o &�1524 p: 970.484.8855 www.russellmillsstudios.co�r� �� � � -�� ' �� . �'. �" 1�"� �. ` / �r^ �. `� -_ �. _% �IFILL )PPORTUNITIES ►CTIVATE ALLEY / I� ;. , �; . ;; ' � �; � � � :� i _ _ :� �,;,.,,_ _ _ . �.N., �.JrL. _ � �..�� � � .^ �. � �'I/ �..��+ +.Sv�'_. �..I..��� � '- ��j^ , � � • � � /� - � �, , � . `�"" ""'s""""'r"'y"rf,.,,, ., . , , , ; ��; , . : w_ , .�. � , �' ! : � '�' . � ,,/ _ : � ■ � .� r .: � %! _.� � _ , r , � }, ,` , - '� �` . : �� j �:� I, ,� � ; 1 , ( � �f� i i i � � + ,,/ � _ �'. . . � � �� _ = � � � ; ,�• � � �ri� ,r� '� ' � �� , . .j , _ - .1 ' ;� � � � ,. � � � .� '�� � 'i � . �. ! ' � � ,„ � i !±� � 1 E P .f � � : � � ,, , ` . � , ,, , � ' � , � l � � ^.� r ! , -- • . ) t �ONSISTENT LIGHT �TANDARDS �� .� 1i: ___ , __ _ _ _ __ _ _ - , - -'�-� _ � ff .��%' _ ,,� ,, � . �' � -;,.� � . � �- -- � � � -- _ � - --=---- - � �.. ._� . ; , . � - � .�,�-- - -� ���� �� . �-...�� �'. .. ._ . i� _ � ...�: _,� �''- ---- �� � � � _-� �-- `� _ .. -..... — -�---- — �=�-�=�' -- =�- �' - -_ _:� _ - • � 45 , . � russell+milll� �owN�row�. 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BUSINESSES PROVIDED WHEELED TRASH CONTAINER � � �� 1 PROPOSED HOTEL & PLAZA iDESIGN BY HOTEL DESIGN TEAM) - PARKING BENEATH POTENTIAL SHARED PARKING FOR IN/OUT TENANTS WIND TURBINE SCULPTURE TO POWER LIGHTING OF ALLEY � � � •--- � �. � � �� . ,�- } � ; �� , � ,�..� \ . / � — 1 � I - 1 I C � � � � Q � � � u u w � CONCRETE PAVERS AS LONG TERM DURABLE SOLUTION POTENTIAL CENTRAL PLAZA CONNECTING THE PROPOSED HOTEL WITH COLLEGE AVE BUSINESSES - PATIO SPACE FOR FOOD ESTABLISHMENTS � �. , , ,� .x . ,� � ; : • . , �: ., � �. , VIEW; DIR �--_�TI�ON ; , � :�,,. . , , ! �. =. � �. Q .., a � o � - . % � �; . �'� � .... �. Lr �� � 0 10 20 40' • 1 � � -`-- ��' � �i 0 \ � . �, �� �. �t_ � _ . t s `, �, , ' . '• `; � _ 1 `� � �v. .� -r. fr � k� kI ��" � � �+- � �.• _ ' + / �.- j t+,' .. � A��, � � -tS i� �.�, ` - .�s�:�. �j�1"r�i�� � .���:* ► I �.. _ + f i ,s;, � �. 1 .i,,�'. ' �,'�� � :.��•-:�; :.�� . 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' ��rf�..� � � �' _. . tf `�'"�•^'r,-- 1� 7 �."' , -�..` � r� r `1 '`. 7 -- - —..._ —�_ __ _ _ �„ + / �. 1 ��- - �_ ` - 1 1' - �� � � 1 �' , ' I ' + � I � � ! I ' J � � � r ( � � � �� ..�" • • 47 � �_ . 1'��� �� , .. .�' � �^l ` ' _ -- � �- \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� INTENTIONALLY BLANK I �7 , . � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� POTENTIAL SHARED PLAZA & LAWN POTENTIAL SOLAR PANEL SHELTER LIGHT ALLEY & PATIO LIGHTING - POWE R POTENTIAL RAIN GARDENS POTENTIAL COOPERATIVE PARKING AREA - CREATE ONE UNIFIED LOT WITH SIDEWALK ACCESS TO ALL BUSINESSES. NET GAIN OF 8 PARKING SPACES. � � � � � W m J � � � ALLEY ENTRY TREATMENT (BOTH ENDS) WITH OVERHEAD LIGHTING GATEWAY - LIGHTING TO BE MIN 14' HEIGHT FOR TRUCK CLEARANCE 0 10 20 40' • I � , . � russell+mills �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� r-�i � r� i i v u..� i r-��.. �..� . POTENTIAL COOPERATIVE PARKING AREA - CREATE ONE UNIFIED LOT WITH SIDEWALK ACCESS TO ALL BUSINESSES. NET GAIN OF 4 PARKING SPACES. CONTAINER TWO WAY SHARED ALLEY WITH CONCRETE PAVER TREATMENT FOR LONG TERM DURABILITY. PEDESTRIAN SAFE ZONE ALONG EDGE. POTENTIAL BIO-SWALES & RAIN GARDENS FOR STORM WATER TREATMENT ALONG ALLEY EDGE • � .a f� r_ :'� � �t. � �' �'' � j�` �� , � � . - • t�. . �f` it' r. � �• � � � -� , � ' _ � � r� � - _ � - = t-,�----�--�� 1 --1 .�— 3. � � r i ; � , ..��� - - V yr'•��� '� _� „�;.fl 4 �:{ � 'S� �.` . l � .�±�� � . �..�� r � � .� �^� �� .�� ��``��] f r.. C� . 1� . 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StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� 0 10 20 40' 54 � ti , � � � .� �� � - � ' . _ " �.--., _\ _�_ ``' _` % _� t, � .�,`��1;� : .f . e� � :�. ��� �i . � STORMWATER B I 0-SWAL E \. � russell+mills �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi caElins, colorarJo &L1524 p: 970.484.8855 www.russellmillsstudios.co�r� POTENTIAL INFILL ., , � Y f� �° �� i � � � t i i �\\, � 1 ,/ i � ( , , � j; r � � r I . � �� PEDESTRIAN ZONE SEPARATION � •-��1 OPPORTUNITIES FOR PRIVATE COURTYARDS TENSILE SHADE STRUCTURES �. �- � � , , .f . �,,.� i � I� i � . � f' � i _ r � �.. . f /: � � ,���{ .,� ' !/�,•, -fj�� , � � � ' ' .'��_ � � ' ' t , r�,•a.c- ._'- " ---- -� ��- -"� � � ��..rr . � �,�. ..•--- - .� r�-: , !`�-� � , e- ��� . , -...'�+'� . ��.-: > - — — -- ,._ ._.--' , : /� i ; . 1 � • = i�, /' � : �', �� �/� �� � I - f'.' 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StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� caElins, colorarJo &L1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� POTENTIAL ALLEY GARDENS A BUILDING STORM WATER COLLECTION CENTRAL TRASH SERVICES CANOPY ENTRANCES POTENTIAL PATIO SPACE FOR BUSINESSES CENTRAL TRASH SERVICES - RECYCLABLE COMPACTOR - DUMPSTER SMALL PARKING AREA FOR BUSINESSES PEDESTRIAN ONLY ZONE WITH CENTRAL PLAZA AREA • SCULPTURAL SHADE STRUCTURES • SHARED PATIOS SEATING • PUBLIC ART DISPLAY • RAIN GARDENS • LARGE FLOWERING POTS • POTENTIAL OFF ALLEY ACCESS TO BUSINESSES • WIND TURBINE SCULPTURE TO POWER LIGHTING • AREA FOR FESTIVALS, MARKETS, STALLS 0 10 20 40' 56 �.�-t�. �. �.rs , `� ��.� ��' `�: ��. ��`,�q(�I' � �`� �h�� . Y� � `` ' 'f �� 4'.i " w ' " �"��`�1 �,h yw_ I*�����.y! -.�} •�. _ ���� i ,. ' � I � .v °��,�' � t P ~� �. r ��' R � • r ` �� ` ~ � ,•• , � �f �,L ��' � � \• -,�� ^ � . �' �:�.: . �`.. 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' : ; .. :— ' _�..�+•.��.;,• '-� :.� -- � —�- • � � . � �i - -. � �Srs"� �� . , ,• POTENTIAL CENTRAL PLAZA SPACE� WITH LARGE SHARED PATIO AREA, RA ARDENS AND SCULPTURAL WIND INE TO PROVIDE LOCAL POWER ALLEY ENTRANCE WITH VERHEAD LIGHTING AND WERING POTS VI EW =�- IRECTION ��_ : �: � .�� �y,. , ,� . ��/ � 1 ' �.. 1' � �� � I I� , � '� ► �� ►:� � � ►:. .� t � '� � :. - ,-� J 3 � �V • . �� ,1 1 �� CENTRALIZED TRASH FACILITY POTENTIAL ON ALLEY ADAPTIVE REUSE WITH PATI O f \� +l, . � I� ' �... � rw , /-�.+ � 5 . ��•�T� i� ► -L / \ t .� �.. � , �1� � . . ��, � ,���' ..� . �'• � , POTENTIAL �,. PATIOS , -- __._! P-�-- �,P��I , : ��� �=� .� : �4 � � �� �� ``/ �,: '� �/ . , �� . ! � ��".� r, . � 1.�' ' ; - �r � : • �� ..� �, � , � ��F: ;. � . _�� , i', � � SHARED ONE WAY ALLEY WITH SAFE PEDESTRIAN ZONE ALONG ONE EDGE. COLORED CONCRETE PAVERS FOR LONG TERM DURABILITY ,� ,r. ; ; . ,r: _� � .� . _ .- .! ,,, . ;. . Z�•, � _ � �\ \ / ►'•�' � `� � `� ` ��: �'� �� �-. �,�:�.� � � ; L ri . � � • r� � �.` ' . �- �� -k � ��. �• � � • / � • � � � � . O . � ` Q� , � / �C . t� / � � � � / . . . 'OTEN�IAL FORMALIZE 'ARKING & ADJACENT :NHANCEMENTS r / �jOTENTIAL FORMALIZE PARKING AREA 0 10 20 40' 62 \� ..� '�.�- .� � � 1 I � t� 0 � � ;-� I � �� ; � � ` . ,�� f � � � � �� � �-� �, ,;, , ,; i ' '� r- , � : � _�; � '`� , � i = --����'� �� � - �' � �� -.. � - �.�r � _, t . , . � - - , \G. ' - c : �-� f� .:. � �� _ J•�' _r , � 4` I , �- �.� - , � russell+milll� �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi cflUir�s, cc�lorar�o &�1524 p: 970.484.8855 www.russellmillsstudios.cor�� STRING LIGHTING �: ! `� � �`, �� �,. � . ._ ��� , � ���. �� DIRECTIONAL/WAYFINDING SIGNAGE TYPICAL AT ALLEY ENTRIES �, � � it � I -.`� . ; i ; � ;�.� ; ► ' ~��`' ' ! s c. 1 � � � I � � ���, * � � v � ' '' + ► ►S� . ' i . • � : � , � ;;;• , , � , h „ ; � � � � t : 1 �;��'� f1;� � . 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' / ; ��...� �._.. ,� _ . ___ .. - �--- . . , '..� - .... . -_- - - � ^' =--- ��. .'�- - r �'""s":"'.�_ . -- -- -�1 -� - - `' �1 �--- - �-- �;. ._.�.. . �'.�"�w --- — '�' � __t": - ._ =: ..� __ �� =--.s .��_� �„�_- - 's�`- -� . ___ _ - �..�_ .. ` . ` J �+rr!1��� � ' : � ; ; . + ' { i i ,�.'f , � �i' E �� ,� 63 RETAIN HISTORIC CORNICE - AND WINDOW HOOD DETAILS NEW FACADE LIGHTING RETAIN HISTORIC FACADES RETAIN HISTORIC LEVEL WINDOWS DOORS BRICK UPPER AN D ENCOURAGE NEW RAILING DESIGNS TO COMPLEMENT HISTORIC DETAILING NEW FABRIC AWNINGS APPROPRIATE TO SCALE AND DETAILING OF EXISTING DOORS AND WINDOWS NEW ALLEY SIGNAGE NEW RETRACTABLE FABRIC AWNINGS AT ENHANCED ENTRIES \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� ADD NEW WINDOWS WHERE APPROPRIATE AND COMPLEMENT HISTORIC DETAILING EXAMPLE 1 - HISTORIC BUILDING ENHANCE ALLEY ENTRANCES WITH NEW DOORS AND WINDOWS FLOWER ALLEY POTS TO ENLIVEN •� \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� RETAIN HISTORIC CORNI( AND WINDOW HEADER DETAILS NEW FACADE LIGHTING AD D N EW WI N DOWS WH f APPROPRIATE ENHANCE ALLEY AMBIAf WITH LANDSCAPE MATERIALS NEW FACADE LIGHTING r � ENHANCE ALLEY � ENTRANCES WITH NEW OR ENLARGED DOORS AND WINDOWS � NEW MASONRY SCREEN WALLS TO SCREEN UTILITY BOXES (WHERE POSSIBLE) EXAMPLE 2- SINGLE STORY BUILDING WITH COURTYARD �� � _ .�l, �s+ cn .. � ' ." s-.��.� • j � : ;� t � A 1 � ; ; _ -- - - . _ _ � � � ; � ! '�i .�. � y«� a�� 1 � �.__._._. __ .�__.�: - - - . �- _. _",z - � _ _...� �� . � EXAMPLE 3- OFF ALLEY ENTRANCE RETAI L NEW FACADE LIGHTING NEW RETRACTABLE FABRIC AWNINGS NEW ALLEY SIGNAGE NEW COURTYARD ENTRY ELEMENT OR GATE CREATE NEW REAR COURTYARD OR FORECOURT WITH DESIGN ELEMENTS THAT COMPLIMENT THE ORIGINAL RETAIN EXISTING HISTORIC TRANSOM WINDOWS AND GLAZING CONTEMPORARY STEEL CANOPY WITH SIGNAGE AS APPROPRIATE TO FACADE DESIGN ADD NEW WINDOWS WHERE APPROPRIATE NEW MASONRY PLANTER TO BALANCE UTILITY SCREEN WALL 65 \. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� INTENTIONALLY BLANK •• ►. � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 J C o st E sti m ate s 67 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� COST ESTIMATES The following pages provide order of magnitude cost estimates for the top ten proposed alley right-of-way. Many of the design concepts previously shown demonstrate potential upgrades and improvements outside of the right- of-way on private property. These costs are not included in the following estimates. Costs for improvements in privately owned areas would need to be assessed on a case-by-case basis and in collaboration with interested building owners. The cost estimates are from the conceptual plans and include twenty-five percent contingency, and as each alley gets developed these costs will be refined as more detail emerges through the final construction design and bidding process. ALLEY R.O.W. TOTALS SECTION A(Mountain Ave. through Oak St.) TOTAL SECTION A(Oak Ave. through Olive St.) TOTAL SECTION C(E. Myrtle St. through E. Laurel St.) TOTAL SECTION C(Mulberry St. through Myrtle St.) TOTAL SECTION D(W. Laurel St. through W. Myrtle St.) TOTAL SECTION G(W. Olive St. through W. Oak St.) TOTAL SECTION H(W. Oak St. through W. Mountain Ave.) TOTAL SECTION I(W. Mountain Ave. through LaPorte St.) TOTAL SECTION J(Pine St. through Linden St.) TOTAL SECTION K(Linden St. through Chestnut St.) TOTAL ALLEY R.O.W. GRAND TOTAL , . � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� $888, 898. 90 $651,247.29 $709, 537 . 50 $501, 050.00 $1, 269, 991. 85 $586,120.38 $840, 379.53 $661, 083 .80 $725, 009.48 $780, 384.88 $7,613,703.59 , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION A(Mountain Ave. through Oak St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL 1 1 17, 800 160 17,515 1,260 2 46 1,260 $5,000.00 $20,000.00 $25,000.00 $35,600.00 $35,600.00 $1,600.00 $280,240.00 SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1,554.20 EA. $1, 201.20 EA. $1, 250.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION A(Mountain Ave. through Oak St.) SUBTOTAL 25% Master Plan Contingency SECTION A(Mountain Ave. through Oak St.) TOTAL $281,840.00 $63.00 $700.00 $5,444.10 $0.00 $9,324.00 $15,531.10 1 1 1 13 350 $100, 000.00 $5,000.00 $30,000.00 $78,000.00 $12, 355.00 $225,355.00 1 $15, 000.00 46 $71,493.20 $0.00 6 $7,500.00 8 $12, 000.00 2 $30,000.00 $105,993.20 46 1,260 $4,216.82 $2,583.00 $6,799.82 $711,119.12 $177,779.78 $888,898.90 6" width against all existing building edges shrubs, perennials, mulch Includes Installation SurFace mount • •• . ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION A(Oak Ave. through Olive St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S. F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L.F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1,201.20 EA. $1,250.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION A(Oak Ave. through Olive St.) SUBTOTAL 25% Master Plan Contingency SECTION A(Oak Ave. through Olive St.) TOTAL , . � russell+milll� �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.cor�� 1 $5,000.00 1 $20,000.00 $25,000.00 13,200 70 13,200 11 3 730 $26,400.00 $26,400.00 $700.00 $211,200.00 $211,900.00 $0.00 $0.00 $1,301.85 $264.30 $5,402.00 $6,968.15 1 $100, 000.00 1 $5,000.00 1 $30,000.00 11 $66,000.00 $0.00 $201,000.00 1 $15, 000.00 11 $17, 096.20 3 $3,603.60 3 $3,750.00 5 $7,500.00 $0.00 $46,949.80 14 $1,283.38 730 $1,496.50 $2,779.88 $520,997.83 $130,249.46 $651,247.29 6" width against all existing building edges shrubs, perennials, mulch Includes Installation SurFace mount , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION C(E. Myrtle St. through E. Laurel St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1, 201.20 EA. $1,250.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION C(E. Myrtle St. through E. Laurel St.) SUBTOTAL 25% Master Plan Contingency SECTION C(E. Myrtle St. through E. Laurel St.) TOTAL $567,630.00 $141,907.50 $709,537.50 6" width against all existing building edges shrubs, perennials, mulch Includes Installation SurFace mount •� 1 $5,000.00 1 $20,000.00 $25,000.00 19, 830 40 19, 830 $39,660.00 $39,660.00 $400.00 $317,280.00 $317,680.00 600 $30.00 $0.00 $0.00 $0.00 600 $4,440.00 $4,470.00 1 1 1 � �� . . $100, 000.00 $5,000.00 $30,000.00 $0.00 $10,590.00 $145,590.00 $0.00 $0.00 $0.00 $10,000.00 $9,000.00 $15, 000.00 $34,000.00 $0.00 600 $1,230.00 $1,230.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION C(Mulberry St. through Myrtle St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Shrub/Perennial Beds Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 S.F. $7.00 EA. $118.35 EA. $88.10 S. F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6, 000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1,201.20 EA. $1,250.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S. F. $2.05 CATEGORY SUBTOTAL SECTION C(Mulberry St. through Myrtle St.) SUBTOTAL 25% Master Plan Contingency SECTION C(Mulberry St. through Myrtle St.) TOTAL , . � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� 1 $5,000.00 1 $20,000.00 $5,000.00 13,130 100 13,130 $26,260.00 $26,260.00 $1, 000.00 $210, 080.00 $211,080.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $100, 000.00 1 $5,000.00 1 $30,000.00 $0.00 $0.00 $135,000.00 : . $0.00 $0.00 $0.00 $7,500.00 $6, 000.00 $0.00 $13,500.00 $0.00 $0.00 $0.00 $400,840.00 $100,210.00 $501,050.00 6" width against all existing building edges shrubs, perennials, mulch Includes Installation Surface mount See architectural estimate for details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION D(W. Laurel St. through W. Myrtle St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1,554.20 EA. $1, 201.20 EA. $1, 250.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION D(W. Laurel St. through W. Myrtle St.) SUBTOTAL 25% Master Plan Contingency SECTION D(W. Laurel St. through W. Myrtle St.) TOTAL 1 $5,000.00 1 $20,000.00 $25,000.00 44,455 325 44,455 $88,910.00 $88,910.00 $3,250.00 $711,280.00 $714,530.00 $0.00 1 $350.00 9 $1, 065.15 $0.00 $0.00 $1,415.15 1 1 1 335 0 � . 0 $100, 000.00 $5,000.00 $30,000.00 $0.00 $11,825.50 $146,825.50 $0.00 $13, 987.80 $0.00 $12, 500.00 $12,000.00 $0.00 $38,487.80 $825.03 $0.00 $825.03 $1,015,993.48 $253,998.37 $1,269,991.85 6" width against all existing building edges Includes Installation SurFace mount � , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION G(W. Olive St. through W. Oak St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1,201.20 EA. $1,250.00 EA. $1, 500.00 EA. $15,000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION G(W. Olive St. through W. Oak St.) SUBTOTAL 25% Master Plan Contingency SECTION G(W. Olive St. through W. Oak St.) TOTAL , . � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� 1 $5,000.00 1 $20,000.00 $25,000.00 10,545 240 10,545 $21, 090.00 $21,090.00 $2,400.00 $168, 720.00 $171,120.00 565 $28.25 $0.00 40 $4,734.00 $0.00 565 $4,181.00 $8,943.25 1 $100, 000.00 1 $5,000.00 1 $30,000.00 5 $30,000.00 $0.00 $165,000.00 $0.00 40 $62,168.00 $0.00 5 $6,250.00 3 $4,500.00 $0.00 $72,918.00 40 $3,666.80 565 $1,158.25 $4,825.05 $468,896.30 $117,224.08 $586,120.38 6" width against all existing building edges shrubs, perennials, mulch Includes Installation Surface mount . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION H(W. Oak St. through W. Mountain Ave.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Removable Bollard Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S. F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S. F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S. F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L.F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1,201.20 EA. $1,250.00 EA. $1, 500.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S. F. $2.05 CATEGORY SUBTOTAL SECTION H(W. Oak St. through W. Mountain Ave.) SUBTOTAL 25% Master Plan Contingency SECTION H(W. Oak St. through W. Mountain Ave.) TOTAL 1 $5,000.00 1 $20,000.00 $25,000.00 23,465 295 23,465 $46, 930.00 $46,930.00 $2, 950.00 $375,440.00 $378,390.00 1,730 $86.50 $0.00 21 $2,485.35 $0.00 1, 730 $12, 802.00 $15,373.85 1 $100, 000.00 1 $5,000.00 1 $30,000.00 $0.00 $0.00 $135,000.00 $0.00 21 $32,638.20 $0.00 4 $5,000.00 6 $9,000.00 3 $4,500.00 1 $15, 000.00 $66,138.20 21 1, 730 $1,925.07 $3,546.50 $5,471.57 $672,303.62 $168,075.91 $840,379.53 6" width against all existing building edges shrubs, perennials, mulch Includes Installation SurFace mount 71 FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST SECTION I(W. Mountain Ave. through Laporte Ave.) CONSTRUCTION Mobilization ALLOW $5,000.00 Inlets, Catch Basins & Connecting to Storm ALLOW $20,000.00 CATEGORY SUBTOTAL DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Removable Bollard Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline S.F. $2.00 CATEGORY SUBTOTAL L. F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15,000.00 EA. $1, 554.20 EA. $1, 201.20 EA. $1,250.00 EA. $1, 500.00 EA. $1, 500.00 EA. $15,000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION I(W. Moutain Ave. through LaPorte St.) SUBTOTAL 25% Master Plan Contingency SECTION I(W. Mountain Ave. through LaPorte St.) TOTAL , . � russell+mills �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, forfi caElins, colorado &0524 p: 970.484.8855 www.russellmillsstudios.co�r� QTY. EXTENDED COST 1 $5,000.00 1 $20,000.00 $25,000.00 16, 960 700 16, 960 1,025 7 1,025 $33,920.00 $33,920.00 $7,000.00 $271,360.00 $278,360.00 $51.25 $0.00 $828.45 $0.00 $7,585.00 $8,464.70 1 $100, 000.00 1 $5,000.00 1 $30,000.00 $0.00 $0.00 $135,000.00 $0.00 7 $10, 879.40 $0.00 6 $7,500.00 8 $12, 000.00 $0.00 1 $15, 000.00 $45,379.40 7 1,025 $641.69 $2,101.25 $2,742.94 $528,867.04 $132,216.76 $661,083.80 NOTES 6" width against all existing building edges shrubs, perennials, mulch Includes Installation SurFace mount . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST QTY. EXTENDED COST NOTES SECTION J(Pine St. through Linden St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Removable Bollard Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L. F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S. F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. $15, 000.00 EA. $1, 554.20 EA. $1,201.20 EA. $1,250.00 EA. $1, 500.00 EA. $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION J(Pine St. through Linden St.) SUBTOTAL 25% Master Plan Contingency SECTION J(Pine St. through Linden St.) TOTAL $580,007.58 $145,001.90 $725,009.48 6" width against all existing building edges shrubs, perennials, mulch Includes Installation Surface mount 72 1 $5,000.00 1 $20,000.00 $25,000.00 16, 585 375 16, 585 $33,170.00 $33,170.00 $3,750.00 $265, 360.00 $269,110.00 120 $6.00 $0.00 14 $1, 656.90 $0.00 120 $888.00 $2,550.90 1 1 1 1,045 $100, 000.00 $5,000.00 $30,000.00 $0.00 $36,888.50 $171,888.50 $0.00 14 $21,758.80 $0.00 8 $10, 000.00 10 $15, 000.00 $0.00 2 $30,000.00 $76,758.80 14 $1,283.38 120 $246.00 $1,529.38 , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FORT COLLINS DOWNTOWN ALLEYS R.O.W. MASTER PLAN ESTIMATE OF PROBABLE COSTS Plan Date: September 3, 2008 Prepared by: Russell + Mills Studios R.O.W. Only ITEM UNIT UNIT COST SECTION K(Linden St. through Chestnut St.) CONSTRUCTION Mobilization Inlets, Catch Basins & Connecting to Storm DEMOLITION Concrete and Asphalt SITE WORK Concrete Edge Unit Pavers on Concrete Base PLANTING Soil Prep - Compost and fertilizer as required 1.5" Ornamental Tree Annual Plantings for Planter Pots - Large Annual Plantings for Planter Pots - Small Rain Gardens SITE LIGHTING AND ELECTRICAL Undergrounding Electrical Electrical Distribution Transformer Light Post Overhead Strand Lighting FURNISHINGS AND ARCHITECTURE Wind Turbine Sculpture Planter Pots - Large Planter Pots - Small Trash Receptacle 6' Bench Removable Bollard Trash and Recycling Compactor Enclosure IRRIGATION Planter Pots Netafim Dripline ALLOW $5,000.00 ALLOW $20,000.00 CATEGORY SUBTOTAL S.F. $2.00 CATEGORY SUBTOTAL L.F. $10.00 S.F. $16.00 CATEGORY SUBTOTAL S.F. $0.05 EA. $350.00 EA. $118.35 EA. $88.10 S.F. $7.40 CATEGORY SUBTOTAL ALLOW $100,000.00 ALLOW $5,000.00 ALLOW $30,000.00 EA. $6,000.00 L. F. $35.30 CATEGORY SUBTOTAL EA. EA. EA. EA. EA. EA. $15, 000.00 $1,554.20 $1,201.20 $1,250.00 $1, 500.00 $1, 500.00 EA. $15, 000.00 CATEGORY SUBTOTAL EA. $91.67 S.F. $2.05 CATEGORY SUBTOTAL SECTION K(Linden St. through Chestnut St.) SUBTOTAL 25% Master Plan Contingency SECTION K(Linden St. through Chestnut St.) TOTAL , . � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� QTY. EXTENDED COST 1 $5,000.00 1 $20,000.00 $25,000.00 20,010 250 20,010 $40,020.00 $40,020.00 $2,500.00 $320,160.00 $322,660.00 440 $22.00 $0.00 $0.00 20 $1,762.00 440 $3,256.00 $5,040.00 1 1 1 . `� . 20 8 10 $100, 000.00 $5,000.00 $30,000.00 $0.00 $29, 828.50 $164,828.50 $0.00 $0.00 $24,024.00 $10, 000.00 $15, 000.00 $0.00 1 $15, 000.00 $64,024.00 20 $1,833.40 440 $902.00 $2,735.40 $624,307.90 $156,076.98 $780,384.88 NOTES 6" width against all existing building edges shrubs, perennials, mulch Includes Installation Surface mount 73 KEY IMPLEMENTATION STEPS Key Implementation Steps Pursue coordinated development of alley construction drawings. Analyze proposed one-way alley conversions for regulatory compliance and functionality. Explore revision to City signage code to address future needs for alley store front signage. Develop framework for joint solicitation of trash/recycling services in individual alleys. Develop framework for cooperative parking areas as identified. \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� ��� . . . . . DDA Partners iCity� . . . . Building/Business Owners . . 74 ►. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 J Acknowled ments g 75 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� INTENTIONALLY BLANK 76 ACKNOWLEDGEMENTS Fort Collins Downtown Development Association Board Fort Collins Downtown Development Association Staff City of Fort Collins UniverCity Connections Workshop Attendees and participants as listed below WORKSHOP 1 ATTENDEES (FROM SIGN-IN SHEET) Name Mike John Arnolfo Anne Aspen Jim Ballinger Vici Ballinger Michael Bello Jim Benest Robert Bisetti Kevin Buecher Christine Dianni AI Dunton Lynn Dunton Carolyn Early Dave Edwards PaulaEdwards M att Eva n s Mike Freeman Bud Frick Carl Glaser JiIlGlaser Tom Hacker Maggie Hallidy David Hejde Ted Hill Blue Hovatter DougJohnson KevinJones Ryan Keiffer Julie Keith Charles Klamm Steve Leve n g e r Affiliation Poudre Valley Appliance Silver Grill City of FC Urban Development Partners The Collective Gallery B i setti's 0 I d Town Art Wa I I CSU Landscape Architecture Centennial Galleries Centennial Galleries Bean Cycle Resident Resident Fort Collins Real Estate City of FC W.J. Frick DG. PC Advo c ate C o n st. Remax Realtors NCBR R & M Studios Astri d e A Sta rs h i p AI's N ews sta n d Resident UniverCity Connections Locators Architectural Salvage A Train Marketing Artist/Resident Algiers The Armstrong Hotel \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� Name Dave Lingle Marianne Lorenz Clark Mapes Alyson McGee Karen McWilliams Paul Mills Pam Orzell Kelly Peters Jim Power Chris Ray Rick Reider Marilyn Roberts Garth Rogers Earen Russell Craig Russell Kim Sewald Rick Shannon Sam Sheldon Don Skaggs Wally Walberg Mark Williams Lisa Wilson Jack Wolfe Ellen Zibell Ted Zibell Affiliation Aller Lingle Archictects FC MOCA City of FC C ity of FC C ity of FC Russell+Mills Studios AI's N ews sta n d C ity of FC lasis Christ Fellowship Block One HBC Inc. Resident Resident E D AW/L P C Russell+Mills Studios Wear It Again Sam Pinnacle Poudre Valley Appliance Resident AI I ey C at Novello Photography DDA Board Perennial Gardner/Sense of Place Perennial Gardner/Sense of Place WORKSHOP 2 ATTENDEES (FROM SIGN IN SHEET) Name John Arnolfo Anne Aspen Nick Aceto Affiliation Silver Grill City of FC CSU -LA Jay Burgess CSU -LA Sondra Carson James Shaffer Dave L�ngle Charles Klamm Mark Williams Emmanuel Didier Cherie Willey Cathy Farmer Garth Rogers Michael Bello Landmark Preservation Streetscapes Aller Lingle Arch. Algiers AI I ey C at E DAW Cupboard Cupboard Resident Urban Development Partners Jared Smith CSU -LA Nora Hill Kilwins Rod Grabb Kilwins Michael Stanley CSU -LA Chr�s Olson CSU Ben Manvel City Council Christine Dianni CSU M a rg i e/Steve B rown Helen/Less Garrigues Jennifer Tan CSU Rick Reider property owner Robin MacDonald City Jack Wolfe DDA Board Jason Rusek Anna Cawrsi Troy 0 utm a n Jul�e Ke�th CSU CSU CSU Artist/Resident Name Carl Glaser Nick Haws Shannon Wilson Zuzaba Trojadora JiIlGlaser Joey Perez Ryan Sand Barb Wilkins Sam Mike Jensen Denise Weston Elizabeth Neal Cynthia Winch Eli Rufe James Long Bill Whirty Rene Liebow Affiliation Building Owner Northern Engineering Pendleton/DBA CSU Building Owner CSU CSU City Drug Poudre Valley Appliance Fort Collins Real Estate City - Transportation C S U/B i s e tt i's CSU CSU C S U_LA City of Fort Collins Resident CONSULTANT TEAM MASTER PLANNER Russell + Mills Studios Inc ARCH ITECT Aller-Lingle-Massey Architects ENGINEER TST I n c 77 \. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� INTENTIONALLY BLANK �• 1� 1 Visual Preferencin Exercise Results g ►. � russell+mills �owN�row�. StUd IOS DEVELOPME h"C � �4 ed5t OdI( St, forfi caElins, colorado &0524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� 79 \. � russell+mil0s �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, f�r� cflUir�s, cc�lorar�o &�1524 �u-rE�oR� ry p: 970.484.8855 www.russellmillsstudios.co�r� INTENTIONALLY BLANK • ,� • `rt � \. � russell+miles �owN�row�. DEVELOPM E h"[ AU"i'HOR1"i-l' studios 114 east oak st, f�rfi cflUir�s, cc�lorar�o &�1524 p: 970.484.8855 www.russellmillsstudios.co�r� � ���� �ii: , � _ __�.,.,._ � �;:;r�:'. � `,..:Y4��� ;, ��<< : -.- -• t • �• - � �� � � :!ltt,�:j,',:a • - i �� � ...� -a, . . . ( _ ♦'''��c- -::^� . � � _ t "�_�� -� � i� -_- � --- �-�'� __-~- u~� .'� • - -�-_ ,: ' ��_ � �, � r �_ ' 1. n� cOryl��ctoets curb f,.�. 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StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, fori caElins, colorado 8Q524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� i � �� - r � 1 � . � • � � � ' �1 1 .f , . �� � � ' � �^ � �_ � � � ` �� + � '� � � � r �� � � � • � • � � � �! � r - � � � � � � r , , - � _ '`� ' �„��,r � T � � M � - � � ' � � + , � « ` " _ . �� � Y �li I� ' r � . ; . � �9 �� � � � ��� � �� � � � �Q - r - �y � � � � • � � • � . � � � � � � t , • �� ' .��.. • �,,,,/ �'"" . � r� � I� • +�. � • � . � • • -- � i ���► � . � �� � �1 • • � '� � s s � � e estr�an avers �� � r � ■ , � w � � � t ��� 93 ,� ��,, � ,�, ��x i CONSU LTANT TEAM \. � russell+mills �owN�row�. StUd IOS DEVELOPM E h"C � �4 ed5t OdI( St, fori caElins, colorado 8Q524 �u-1�E�oR� i-v p: 970.484.8855 www.russellmillsstudios.co��� MASTER PLANNER Russell + Mills Studios Inc ARCH ITECT Aller-Lingle-Massey Architects ENGINEER TST I n c •� ALLEY DESIGN AND CONSTRUCTION STANDARDS Fort Collins Downtown Development Authority Downtown Alley Enhancements Standards PREPARED FOR: PREPARED BY: REVIEWED BY: DATE: Purpose Fort Collins Downtown Development Authority (DDA) Keith Meyer/ Ditesco Todd Dangerfield/DDA January 2024 The purpose of this Standards Document is to provide architects, urban designers and contractors baseline standards from which to design and construct the Fort Collins Downtown Development Authority (DDA) Alley Masterplan projects. Standards outlined within this document are to be implemented on each alley project to lessen the learning curve and facilitate a consistent design and construction "tool bag' for the remainder of the alley program. The Downtown Alley Enhancements improve public rights of way but use some architectural and engineering construction techniques not currently recognized by governing standards such as the Larimer County Urban Area Street Standards (LCUASS). Architectural Elements TABLE 1 Architectural Elements Item Brick Paving Planter Pots Trash Enclosure Trash Receptacles Benches Ash Urns 2020-02-13 ALLEY STANDARDS Supplier/Type Traffic rated system (Pavestone) Holland Stone or equal (ADA compliant) Paver bedding Paver anchoring sand Precast Concrete (fabricated by Fort Collins Precast) Can be custom; see details Provide heavy duty latch Can be custom — similar to Du Mor Can be custom — similar to Du Mor Can be custom Specs Min. 3-1/8" paver (80 mm) 7,000 psi ASTM C33 sand — min 1" depth Polymeric provided by DDA Latch — Hoover Fence Sentury Latch DA-7000 Chase Park Litter 148-22 BTA Model 140-30 (36") DOWNTOWN ALLEY ENHANCEMENTS - STANDARDS BOOK Civil Engineering Elements TABLE 2 Civil Elements Item Supplier/Type Specs Concrete Paving Heavy traffic rated — beneath brick paving system Concrete Flatwork Sidewalks and public right of way - interior to General Improvement District (GID) Drainage Grates Varies Electrical and Lighting Elements TABLE 3 Electrical Elements Item Supplier/Type Pedestrian Light Holphane Site Link; electric receptacle @ 16' Poles height; luminare arm @ 12' height; (2) planter arms @ 10' HT. Light Fixture String Lights Lighting Control Lighting Panel Custom tenon to accept fixture; Lithonia LED American Lighting or Primus Dimming capability Code compliant Min. 5" thick, 4,000 psi Min. 6" thick, 4,000 psi Sandscape finish ADA compliant Specs HOLOPHANE SLA16'6"T2JBPP01 CMC L E D-42 C-700-30 K-S R5-M VO LT- DBLXD 24" O.C., LED 12V fixtures, Screw- in type,14' Min Clearance; shatterproof bulb NEC; Cutler Hammer/Eaton Irrigation Elements The irrigation standards are derived directly from the City of Fort Collins Parks and Recreation standards. For DDA projects, the Parks Department is currently contracted to maintain the alley irrigation system and, as such, the DDA has adopted their internal construction standards. These standards with specific modifications for alley applications are presented below. 2020-02-13 ALLEY STANDARDS 2 DOWNTOWN ALLEY ENHANCEMENTS - STANDARDS BOOK TABLE 4 Irrigation Elements Item Governing Code Design Distribution Drip Pipe Controller Control Wire Backflow Preventer Drip emmitters Irrigation pull box Valve Assembly Planter pot connections Light pole connections Tap Meter Set Curb Stop Service Line Supplier/Type Pressure/Flow (3/4" service) Mainline Pipe Lateral Pipe Sleeving Sleeving (across roadways/alleyways) WeatherTrak Varies FEBCO Rainbird Oldcastle Rainbird See details See details City of Fort Collins Utility Standards Meter by City of Fort Collins Utilities Mueller or Ford City of Fort Collins Utility Standards Specs National Plumbing Code (latest edition) National Electric Code (latest edition) 80 psi 10 gpm Class 200, SDR 21 SCH 40, pressure class 200 SCH 40 SCH 80 Polyethylene; '/4" size ET Pro3 — 12 station 825-YA XCZ series Tier 22 traffic rated polymer concrete PESB Rainbird LDQ-08-06 drip line Rainbird LDQ-08-06 drip line Saddle tap with Mueller Corporation valve Current city standard Current city standard 3/4" Type K Copper 2020-02-13 ALLEY STANDARDS 3 DOWNTOWN ALLEY ENHANCEMENTS - STANDARDS BOOK Surveillance Elements The DDA routinely provides surveillance equipment in the public alleys to provide security and monitoring of the DDA investment. TABLE 5 Surveillance Elements Item Cameras Mounting Enclosure Switch Supplier/Type BW Systems 180 or 360 degree Hoffman Box (60" W x 62" H x 12" D) NEMA 4X Varies Specs Varies Varies Weatherproof Ruggedized 8 port (min). 2020-02-13 ALLEY STANDARDS DOWNTOWN ALLEY ENHANCEMENTS - STANDARDS BOOK Appendix A Construction Related Details. 2020-02-13 ALLEY STANDARDS Detail Index e ai um er i e INDEX DETAIL INDEX D1 CONCRETE PAVEMENT (FLATWORK) D2 CONCRETE PAVEMENT JOINTS D3 DOWELED EXPANSION JOINT D4 CONSTRUCTION JOINT AT EXISTING CONCRETE D5 CONCRETE CURB D6 CONCRETE HEADER TREATMENTS D7 UNIT PAVER D8 PAVER INVERTED CROWN D9 HERRINGBONE PAVER PATTERN D10 CROSS PAN PAVER PATTERN D11 TRASH ENCLOSURE DUMPSTER STOP D12A LIGHT STANDARD FOOTING IN PAVER FIELD D12B LIGHT STANDARD FOOTING IN PLANTING AREA D12C LIGHT STANDARD FOOTING FOUNDATION SECTION D13 PRE-CAST CONCRETE PLANTERS D14 DECORATIVE BOLLARD D15 DECIDUOUS TREE PLANTING D16 SHRUB PLANTING D17 PERENNIAL / GRASS PLANTING D18 TRIANGULAR SHRUB SPACING D19 IRRIGATION BACKFLOW PREVENTION UNIT ASSEMBLY D20 IRRIGATION MASTER VALVE ASSEMBLY D21 IRRIGATION FLOW SENSOR ASSEMBLY D22 IRRIGATION ISOLATION GATE VALVE ASSEMBLY D23 IRRIGATION QUICK COUPLING VALVE ASSEMBLY D24 IRRIGATION REMOTE CONTROL DRIP VALVE ASSEMBLY IN SHRUB BED D25 IRRIGATION SINGLE OUTLET DRIP EMITTER ASSEMBLY D26 IRRIGATION DRIP FLUSH CAP ASSEMBLY D27 IRRIGATION TYPICAL GROUNDING (AT VALVE) ASSEMBLY D28 IRRIGATION TYPICAL TRENCHING D29 IRRIGATION TYPICAL SLEEVING D30 IRRIGATION TYPICAL VALVE BOX INSTALLATION IN SHRUB BED D31 IRRIGATION DRIP REMOTE CONTROL VALVE IN PAVERS D32 IRRIGATION HANGING BASKET AND PULL BOX D33 IRRIGATION VINE TRELLIS AND PULL BOX D34 IRRIGATION PLANTER POT ASSEMBLY D35 MAINLINE & CONTROL WIRE PULL BOX D36 DRIP REMOTE CONTROL VALVE IN PAVERS D37 TYPICAL AT GRADE PULL BOX DETAIL D38 LIGHT STRAND CONNECTION TO POLE D39 IRRIGATION JUNCTION BOX BELOW PAVERS D40 STEELBOLLARD D41 TRASH ENCLOSURE GATE D42 GATE HINGE D43 TRASH ENCL05URE FENCE D44 TRASH ENCLOSURE FENCE AND FOUNDATION D45 TRASH ENCLOSURE DUMPSTER STOP DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY � 19 OLD TOWN SQUARE, SUITE 230 DETAIL INDEX � FORT COLLTNS, CO. 805?4 (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL INDEX CONCRETE SET FLUSH WITH ADJACENT SLAB MAX. 1/16" VERTICAL DISPARITY BETWEEN SLABS a a d � GVARIES � d a � a a 3„ a a 1 SIKAFLEX 2NS SEALANT TO BE FLUSH WITH CONCRETE APPLY AFTER CONCRETE HAS CURED. SEE SPECS FOR SEALANT INFORMATION. 12" 3/4" 1/2" a Q a � Q 4 a � a a a a 0 DRILL AND INSTALL 1/2" DIA. x 12" GREASED SMOOTH �— I I I DOWELS INTO EXISTING CONCRETE; INSTALL 3'-0" O.C. HOLD 1/2" EXPANSION MATERIAL 3/4" BELOW FINISH GRADE. DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY DOWELED EXPANSION JOINT ��nLlaly 1�, ZOZ4 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 7� (970) 484-2020 L3 CONCRETE HEADER, MED BROOM FINISH / ACROSS HEADER BUILDING FACE UNIT PAVER 1/2" EXPANSION JOINT VARIES MATERIAL (HOLD 1/2" DOWN) a a / SIKA 2NS SEALANT a 10,� 4 a a / a a a #4 REBAR CONT. PROVIDE 2" MIN. CLR a CONCRETE ALL SIDES �� 8" #4 SMOOTH DOWELS AT 24" O.C.; BREAK BOND ONE SIDE 12" HEADER ADJACENT TO BUILDING CONCRETE HEADER, MED BROOM FINISH 1/2" EXPANSION JOINT ACROSS HEADER MATERIAL UNIT PAVER 12" 3' MIN. a d a Q: 10.i,' �Q,:.; Q — 4 Q. 4 - — ASPHALT OR CONCRETE PATCH I I #4 REBAR CONT. �ii III I�I III � NOTE: CONTROL JOINTS SHALL BE PROVIDED IN 8" #4 SMOOTH DOWELS AT 24" O.C.; BREAK BOND CONCRETE HEADER AT 3' SPACING ONE SIDE 12" HEADER ADJACENT TO OTHER SURFACE DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY CONCRETE HEADER ��nLlaly 1�, Zoz4 19 OLD TOWN SQUARE, SUITE 230 7�� DETAIL � FORT COLLINS, CO. 805?4 T� 1',ATMENTS 7� (970) 484-2020 L6 CONCRETE PAVERS (80 MM) �--BEDDING SAND (2" MAX. THICKNESS) APPLY POLYMERIC SAND PER MANUFACTURERS RECOMMENDATION TO ALL PAVER JOINTS 3 1/8" 2„ •::x.; .:: ..i..`_ :C..< Q 5" a a I� I � $„ �I ��I � NOTE: 1. REFER TO CURRENT GEO-TECH REPORT FOR SUBGRADE DESIGN 2. PAVER ORIENTATION PER PLANS. � r�F= .a a a a. �I � � � Q a a I I 4,500 PSI CONCRETE PROVIDE EXPANSION JOINTS AT EVERY 1000 SQUARE FEET, CONTROL JOINTS EVERY 200 SQUARE FEET RECONDITIONED SUBBASE COMPACTED TO 95% SPD DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY � 19 OLD TOWN SQUARE, SUITE 230 UNIT PAVER � FORT COLLTNS, CO. 805?4 (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D/ UNIT PAVER APPLY POLYMERIC SAND ALL JOINTS PER MANUFACTURERS RECOMMENDATIONS BEDDING SAND 2'-2„ � '� . . - . 4 � � . � Q- � Q �\7 4 / �.. � . �d . . . 4 d 4 4 d Q 4 � Q 4 d Q Q d � � d . a, CI I� �I I I I I I I - I I- �I I I I I � I I I— -I I 1" PVC WEEPHOLES AT 10' O.C. ALONG CONCRETE EXTENT OF FLOWLINE PAVEMENT DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY pAVER INVERTED CROWN ��nLlaly 1�, ZOZ4 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 p (970) 484-2020 � O NOTE: PAVESTONE (HOLLAND STONE - HERRINGBONE) SEE SITE PLAN FOR ROTATION & ORIENTATION. DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY HERRINGBONE PAVER PATTERN '�nLlaly 1�, ZOZ4 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 7� (970) 484-2020 L9 ADJACENT PAVING ADJACENT PAVING NOTE: PAVESTONE (HOLLAND STONE) RUNNING BOND DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY CROSS PAN PAVER PATTERN �`�miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 (970) 484-2020 � 1 � 1" SCH 40 PVC IRRIGATION SLEEVE LIGHT POLE BASE CONTRACTOR TO INSTALL DOUBLE NUTS FOR LEVELING POLE BASE 3- #3 TIES AT TOP; 2" O.C. CLEANLY GROUT BETWEEN BASE AND PAVERS, GROUT TO MATCH PAVERS TOP OF CONCRETE BASE SHALL BE FLUSH w/ TOP OF CONCRETE BELOW PAVERS UNIT PAVERS Z � V N z � m - �I -� i � � � REINFORCING BAR: 8- #5 VERTICAL 24" DIA. #3 TIES @ 12" O.C. MAX HORIZONTAL w/ 3- #3 TIES AT TOP: 2" O.C. DOWNTOWN DEVELOPMENT �_, �� �� � AUTHORITY LIGHT STANDARD FOOTING 19 OLD TOWN SQUARE, SUITE 230 � pAVER FIELD � FORT COLLTNS, CO. 805?4 � (970) 484-3020 ��,- _ 4 I Q : - --S � -- N -� I � I� - 1- #10 AWG CU WIRE MECHANICALLY `_ N I I ; J CONNECTED TO POLE AND GROUND ROD � ,�_ . _ . � — - — � � � � � 'r � i i �� - � L� , i a i i a i ��,�, I ����L� '; - � . �. . � � � . I al I � I �I ` ` NEW 1 1/4" ELEC. CONDUIT - I I all � I 4 I I IN/OUT OF BASE I I I I I� I I I I � I I a--._ � I I�. ,I =I II I� I I I � I I I-I I I—I I i r �� I I_ '' I_ I I� i I I I_I I I i I I I I I I I I I a i I� I ANCHOR BOLT LAYOUT PER — I I I I I I d I MANUFACTURER SPECS ASTM A 307, 1" w/ I I I I I_ � I I � � I. TOP 8" OR MORE GALVANIZED la �-I------�I- i � � � �I a 3" CLR a � 5/8" DIA x 8'-0" COPPER CLAD DRIVEN � I� GROUND ROD 4" MIN BELOW SURFACE AND 6" MIN. AWAY FROM CONCRETE BASE. a CONNECT CONDUCTOR TO GROUND ROD �a-�- a.---�--I w/ APPROVED GROUND ROD CLAMP. la aa a I a I a. a I \_ . - —9 —a� 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D 12A 1" SCH 40 PVC IRRIGATION SLEEVE LIGHT POLE BASE CONTRACTOR TO INSTALL DOUBLE NUTS FOR LEVELING POLE BASE 3- #3 TIES AT TOP; 2" O.C. 1"x1" CHAMFER, TYP OF ALL ABOVE GRADE FOOTINGS. CLEANLY GROUT BETWEEN POLE BASE AND FOUNDATION AFTER LEVELING 3" / � GRADE G 3" ABOVE FINISHED N � N z � v N Z � � m - =1 l i � I I I- -- z � 0 � 3" CLR �I FINISH GRADE - — 1 . — _ _ �� ..--��1 i I 1- #10 AWG CU WIRE MECHANICALLY II� I I I CONNECTED TO POLE AND GROUND ROD a a a � I a al i I 4 I ° a, — -- NEW 1 1/4" ELEC. CONDUIT I ° Q I ' IN/OUT OF BASE I- I.A— - — — 1._ _-1 I � a� I 4 I� � I� ANCHOR BOLT LAYOUT PER MANUFACTURER SPECS ASTM A 307, 1" w/ � TOP 8" OR MORE GALVANIZED I a Q Q �— � — — --a � -� � � i a a 5/8" DIA x 8'-0" COPPER CLAD DRIVEN � a. a I GROUND ROD 4" MIN BELOW SURFACE AND 6" MIN. AWAY FROM CONCRETE BASE. 4 CONNECT CONDUCTOR TO GROUND ROD —_ a —__ . --�,� w/ APPROVED GROUND ROD CLAMP. a . a I I � 4 I Ia a a 4 a I�--a --=--1 a � REINFORCING BAR: 8- #5 VERTICAL 24" DIA. #3 TIES @ 12" O.C. MAX HORIZONTAL w/ 3- #3 TIES AT TOP: 2" O.C. DOWNTOWN DEVELOPMENT REVISED DATE: i:._ �� �� � AUTHORITY LIGHT STANDARD FOOTING ��miaiy 17, 2024 � 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLINS, CO. 805?4 IN PLANTING AREA D (970) 484-2020 � 1217 /��\ , __ . �� �:.;;' �_�: ;:.. / , :. � � , i,: ... � �i' :'ti . .. ISOMETRIC � 2'-0„ TYP ALL TYPES CAST 2- 1/2"PJ HOLES INTO POT BASE-OPPOSITE CORNERS 2 1/2"� DRAIN HOLE �I 11/16" � I I � � PLAN 2'-0" � � � � � 2'-6" � � 11/16" � BASE (WxL) 1'-6"x1'-6" 1'-6" TYPE 1 ELEVATION INTERIOR BOTTOM OF PLANTER;TYP CONCRETE COLOR VARIES w/ ETCHED FINISH. 4- 1/2" FERRULE LOOP INSERTS FOR LIFTING / INSTALLING, CAST ON THE INTERIOR OF THE POT TOP OF CONCRETE ANCHORS SHOWN FOR INTENT ONLY 3'-0" � 2'-0" � I 1'-6" 2'-6" TYPE 2 ELEVATION 4'-6" 4'-0" � BASE (WxL) 1'-6"x4'-0" TYPE 3 ELEVATION DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY � 19 OLD TOWN SQUARE, SUITE 230 p�_CAST CONCRETE PLANTERS � FORT COLLTNS, CO. 805?4 (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D13 , � % �\ �/ \ i1 �:J �. � .�..� �\ / \.\ �/ REFLECTIVE T.HPE PLAN VIEW OF CLOSED LID — CAMLOCh`. _ � �� i11 BRUSHED FINISH �� � ��; tOP VIEW 1 � ' , ' ' IT'ORI6' , ' STD DEPfH � 21"� , � FIXED BOLLARD C' I Inn' Ifr:.^. � 21 "Wx21 "Lx24"D CONCRETEFOOTER �� #4 REBAR lON OF GkAUt FLANGf. . i0 BE I.EVEI WIiH CONCREiF I$TIUIGHf REBARTO RUN IHELEt�Gt�+ OFFpOPNG. ' PLASiICLINRIGSHEEi ,1= — � 4 SiRAIGHi 8 �� x }��S � /- � SiIRRUPREBAR < � ' �' � �" �--PEAGRAVELOR �� � PORO�SMATERIAI. WIL"14 1��� SIEEV: �" _ 2i', � FOOi1NG DETAII ELEVATION VIEW - FOUNDATION ��N�Eo MANUFACTURER: CALPIPE INDUSTRIES MODEL: IBR06 INTERNAL LOCKING REMOVABLE ��Q T"K.'�4SS GRADEFLANGE CAP TYPE: KNIGHT SIZE: 36" HT. 6" DIA. SCH 80 COLOR: MATCH HOTEL POLES — TIGER COATINGS BEIGE C32 — APPLY CLEAR REFLECTIVE TAPE QTY: 7 REFER TO MANUFACTURERS SPECIFICATIONS FOR MORE INFORMATION NPER SCREW � StEE�E �. NOTES: L EmbedmeM tlepih shoultl mafch bollord embetlmer• depfh. Refer fo cortespontling boliord s�,l�miltal. 2. Foofin9 shown B o recommended footing enginecrcd by othars. 3. Plastic lining sheet lo be plocetl on top of peo gravel or porous material �o pravent concrete hom seeping in+o slceve d�rin8 Pooc Cuf out after concrete has c�red for drainage. a. Sleeve to be cleor of concrefe a debd fhe fvll tlepth of embetlment. 5. Lid will be secured wilh o 3/8" Tomper Proof Sarew when lid �s in fhe clored position. DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY � 19 OLD TOWN SQUARE, SUITE 230 DECORATIVE BOLLARD � FORT COLLTNS, CO. 805?4 (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D14 � \ / WEBBING AT HALF TREE HEIGHT 2- 6'-0" WOOD POSTS \ TREE WRAP 4" MAX FROM PLANTING PIT MULCH ROOT CROWN 2" ABOVE GRADE I 1=1 I 1=1 I= _ I �I I II I I I II I I I I I I-I I I- I I �.- - I I- - I- -� —I I I—I I I I—I I I—I I I—I I I—I I I—I I I—I I I- � III II III III III III III II '� �,Illi I! III- III III, ,III,��!Il,ii I — I I � � � — I II I II I II I I 2 x ROOTBALL DIA SCARIFY ALL SIDES FINISH GRADE I II I I II I II I II I � _I- -I I I i �I I I_ I I COMPLETELY REMOVE WIRE — — AND TWINE FROM = I ROOTBALL, REMOVE BURLAP _ I I I_ IFROM TOP 2/3 OF ROOTBALL I II I I II -- PLANTING PIT - BACKFILL MATERIAL � SUBGRADE DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY � 19 OLD TOWN SQUARE, SUITE 230 DECIDUOUS TREE PLANTING � FORT COLLTNS, CO. 805?4 (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D15 ALUMINUM ENCLOSURE: STRONGBOX SBBC-30AL OR GUARDSHACK GS-2 REDUCED PRESSURE BACKFLOW PREVENTER PER LEGEND BR,4SS UNION (1 OF 2) 3/4—INCH MALE ADAPTER WITH PVC CAP 6—INCH CONCRETE PAD, 6—INCHES LARGER THAN ENCLOSURE (EACH SIDE) TYPE L COPPER (SIZED TO MATCH BACKFLOW) 3—INCH SLEEVE (1 OF 2) FINISH GRADE CLASS 200 PVC MAINLINE TO MASTER VALVE SCH 40 PVC MALE ADAPTER (SIZED TO MATCH BACKFLOW) COPPER FEMALE ADAPTER NPE K COPPER FROM MEfER (SIZED TO MATCH BACKFLOW) NOTES: 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. 2. SLOPE TOP SURFACE OF PAD AT 0.5 % WITH BROOM FlNISH. MAKE PIPE SLEEVES WITH 1-1/2 INCH LARGER DIAMEfER PIPE THAN PENEfRATING PIPE SIZE. 3. ALL HINGED CONNEC110N LOCATIONS AND HARDWARE TO BE TAMPER PROOF. 4. ALL WELD JOINTS SHALL BE CONTINUOUS AND GROUND SMOOTH. DOWNTOWN DEVELOPMENT 7 `� REVISED DATE: i:._ �� �� � AUTHORITY Ii�i�IGATI�N BACllI''L� V`% Jamiaiy 17, 2024 � 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT coL�rNs, co. sos�4 p�VENTION UNIT ASSEMBLY (970) 484-2020 � 1 9 VALVE BOX WITH LOCKING COVER: CARSON 1419-48. BRAND LID WITH "MV" FINISH GRADE/TOP OF MULCH SECURE CHRISTY ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. WATER PROOF CONNECTION (1 OF 2) VALVE DECODER: WT2W—SVD-11 MASTER VALVE, SIZE TO MATCH POC MODEL PER LEGEND 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL PVC MAINLINE TO SYSTEM BRICK (1 OF 4) PVC SCH 40 MALE ADAPTER (SPEARS SR-2-0801) NON—WOVEN LANDSCAPE FABRIC ���. DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION MASTER VALVE ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLINS, CO. 805?4 ASSEMBLY (970) 484-2020 �2� MIN. 10 PIPE DIA. STWUGHT PIPE � � � -- � �-,.:;.-� , ���. SECURE CHRISN ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. VALVE BOX WITH LOCKING COVER: CARSON 1419-46. BRAND "FM" ON LID W/ 3-INCH HIGH LTRS. FINISH GRADE/TOP OF MULCH CONNECTION TO 2-WIRE CONTROL PATH �l��I�Y7�diI�1��'.�i�aiQ��7 WATER PROOF CONNECTION (1 OF 2) 3M SERIES 7000 EPDXY KIT ✓ DRIP SYSTEM) MIN. 5 PI DIA � STRNGHT P E PVC MAINLINE BRICK (1 OF 4) SCH 40 PVC MALE ADAPTER (SPEARS 436 SERIES) 1 OF 2 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL NON-WOVEN LANDSCAPE FABRIC DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION FLOW SENSOR ��nLlaly 1�, zoz4 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLINS, CO. 805?4 ASSEMBLY (970) 484-2020 �2 1 3" SECURE CHRISN ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. VALVE BOX WITH COVER: CARSON 1419-4. BRAND LID WITH VALVE NUMBER FINISH GRADE/TOP OF MULCH WATER PROOF CONNECTION (1 OF 2) VALVE DECODER: WT2W-SVD-11 30-INCH LINEAR LENGTH OF 2-WIRE, COILED SPEARS PVC TRUE UNION BALL VALVE �, � � _� ` � REMOTE CONTROL VALVE, SIZED AS SHOWN ON DRAWINGS PVC SCH 80 PIPE (LENGTH AS REQUIRED) PVC MAINLINE BRICK (1 OF 4) PVC SCH 40 TEE OR EL APPROVED GEOTECH FILTER FABRIC (EXTEND 10" UP BOX WALL) COMBINED PRESSURE REGULATOR AND Y-STRAINER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL NOTE: 1. USE BARBED INSERT FlTTINGS ON DRIP LATERAL PIPE WITH STAINLESS STEEL HOSE CLAMPS. PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITfING. PINCH CLAMPS ARE NOT ACCEPTABLE. �'��.. DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � auT�-roxrTv IRRIGATION REMOTE CONTROL ��nLlaly 1�, zoz4 � 190FORTO OLLINSACO. 805 4 230 DRIP VALVE ASSEMBLY IN SHRUB BED DETAIL (970) 484-2020 �24 GROUND WIRE OF DECODER CONNECTED TO GROUND ROD USING BRASS CLAMP 30—INCH LINEAR LENGTH OF 2—WIRE, COILED WATER PROOF CONNECTION (QUANTITY AS REQUIRED) VALVE DECODER: WT2W—SVD-11 VALVE BOX WITH COVER: CARSON 1419-4. BRAND LID WITH VALVE NUMBER REMOTE CONTROL VALVE, SIZED AS SHOWN ON DRAWINGS MIN. FINISH GRADE/TOP OF MULCH SECURE CHRISTY ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. ocUci:;•. � ��� � a�o � o � SURGE ARRESTOR: WT2W—LSP, LOCATE EVERY 250' OR THREE (3) VALVES ` BRICK 1 OF 4 PVC MAINLINE 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL 5/8" DIA. X 8�-0" COPPER CLAD GROUND ROD, DRIVEN INTO GROUND WffH TOP OF ROD MINIMUM OF 6" BELOW GRADE. TEST RESISTANCE AT 50 OHMS OR LESS. INSTALL 20' FROM ALL VALVES IN 6—INCH ROUND BOX. �'��.. DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � auT�-roxrTv IRRIGATION TYPICAL ��nLlaly 1�, zoz4 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT coL�rNs, co. sos�4 GROLJNDING (AT VALVE) ASSEMBLY �7 (970) 484-2020 �2 / MAINLINE, LATERAL, & 24-V WIRE LATERAL PIPE EXCAVATED MATERIAL 0 BEDDING & COVER MATERIAL — WARNING TAPE ..IRING SLEEVE NOTES: 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.��SNAKE" UNSLEEVED PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2�� CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES. 3. ALL 120—V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. TAPE AND BUNDLE 24—V WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. ��'i, PIPE AND WIRE SLEEVING DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION TYPICAL ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 TRENCHING p (970) 484-2020 �2 0 ��� SLEEVE CHRISIY ID TAG FINISHED GRADE y� IRRIGATION CONTROL WIRES SECURED �� TO BOX WITH NYLON ZIP TIE. IRRIGATION VALVE/SENSOR ASSEMBLY — —� (ABOVE GRAVEL) _ � 3.0—INCH MINIMUM DEPTH OF ,_;� — — o� 3/4—INCH WASHED GRAVEL 5o.a�;�ioA ss��o� BRICK (1 OF 4) APPROVED GEOTECH FILTER FABRIC _ (EXTEND 10" UP BOX WALL) STANDARD QUICK COUPLER OR ISOLATION ` GATE VALVE BOX 0 0 =�, MIN 12" "STANDARD CARSON 1419 MIN 12" REMOTE CONTROL VALVE `.MIN" 12".. ` .BOX � + TURF OR PLANTING BED !'AVEMEN7 OR EDGING RESTRAINT NOTES: 1. INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12—INCHES FROM AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV ASSEMBLIES TOGEfHER WHERE PRACTICAL. 4. GROUP RCV ASSEMBLIES TOGEfHER WHERE PRACTICAL, BUT AVOID GROUPING MORE THAN THREE (3) STANDARD VALVE BOXES TOGEfHER IN A SERIES. 5. ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS. ��'i, DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION TYPICAL VALVE BOX �`�miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT coL�rNs, co. sos�4 INSTALLATION IN SHRUB BED (970) 484-2020 �3� 2-INCH CLASS 200 PVC CONTROL WIRE SLEEVE 3-INCH CLASS 200 PVC MAINLINE SLEEVE 1 1/4-INCH CLASS 200 PVC MAINLINE 1 1/4-INCH SCHEDULE BO PVC TEE WITH 1-INCH OUTLET. SOLVENT WELD 1-INCH SCHEDULE 80 PVC ELBOW, SLIP X FEMALE NPT THREAD 1-INCH SCHEDULE 80 PVC THREADED CLOSE NIPPLE (1 OF 2) SPE4f2S TRUE UNION BALL VAWE WATER PROOF CONNECTOR (1 OF 4) VALVE DECODER: WEATHERTRAK WT2W-SVD-71 3-INCH CLASS 200 PVC MAINLINE SLEEVE 2-INCH CLASS 200 PVC CONTROL WIRE SLEEVE VALVE DECODER: WEATHERTR4K WT2W-SVD-11 WATER PROOF CONNECTOR (1 OF 4) WIRES FROM iW0-WIRE PATH SPEARS TRUE UNION BALL VALVE 1-INCH SCHEDULE 80 PVC THREADED CLOSE NIPPLE (1 OF 2) 1-INCH SCHEDULE BO PVC ELBOW, SLIP X FEMALE NPT THREAD 7-INCH SCHEDULE 80 NIPPLE, SO�VENT WELD 1 7/4-INCH SCHEDULE 80 PVC TEE WITH 1-INCH OUTLET, SOLVENT WELD 3-INCH CLASS 200 PVC MAINLINE SLEEVE MINIMUM 3-INCH DEPTH OF WASHED CRUSHED GRAVEL WITH NO FINES. INSTALL OVER 8-OUNCE GEOTE%TILE FABRIC NOTES: 1. INSTALL RAIN BIRD XCZ-100-PRB-COM DRIP KR, REPLACE KR BALL VALVE WfiH SPEARS TRUE UNION BALL VALVE. 2. THERE SHALL BE A MINIMUM CLEARANCE OF 1 1/2-INCH BE?WEEN TOP OF FILTER ASSEMBLY AND BOTTOM OF VALVE BOX LID. 3. CONTRACTOR SHALL INSTALL VALVE BOXES ACCORDWG TO MANUFACTURER'S SPECIFICATONS TO ENSURE TIER-22 RATING. 4. AVOID PLACING CONTROL VALVES IN PAVERS WHENEVER POSSIBLE. OLD CASTLE RECTANGLULAR POLYMER CONCREfE H-SERIES 2436 VALVE BOX MARK PAVERS ABOVE 80% WITH CHISELED 'X' 1-INCH CLASS 200 PVC LATERAL 2-INCH CI.ASS 200 PVC SLEEVE TO IRRIGATION LATERALS 1-INCH SCHEDULE 80 PVC SLIP X FEMALE NPT THREAD ADAPTER RAIN BIRD PRB-100 FILTER RAIN BIRD 1-INCH PESB REMOTE CONTROL VALVE WIRES FROM TVO-WIRE PATH OLD CASTLE RECTANGLULAF2 POLYMER CONCREfE H-SERIES 2436 VALVE BOx SECURE CHRISTY ID TAG WITH NYLON ZIP TIE. LABEI WITH CONTROLLER AND STATION NUMBER 1-INCH CL4SS 200 PVC L4TERAL 2-INCH CLASS 200 PVC SLEEVE TO IRRIGATION LATERALS 1-INCH SCHEDULE 80 PVC SLIP X FEMALE NPT THREAD ADAPTER RAIN BIRD PRB-100 FI�TER RAIN BIRD i-INCH PESB REMOTE CONTROL VALVE 2-INCH CIASS 200 PVC CONTROL WIRE SLEEVE DOWNTOWN DEVELOPMENT �_, �� �� � AUTHORITY IRRIGATION DRIP REMOTE 19 OLD TOWN SQUARE, SUITE 230 � FORT coL�rNs, co. sos�4 CONTROL VALVE IN PAVERS � � (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D31 __I ,-1 I I—� � �—� � �—� I I-1 I 1—� � I 1/4" DRIP LINE EXI 1/4" DRIP LINE TEE — XT025 - DR TRANSFER FITTIN( 1/2" FPT THREAD x 1, BARB CONNECTC LOCATED HANDHOI CLAMP F CONNECTION TO ACCESSIBLE FR HANDHOLE AT � BOTTOM OF THE P( ��'� ���� � RAIN BIRD SBE-050 SWING PIPE ELBOW. DRILL 1 1/8—INCH HOLE IN POLE. PROTECT FROM SHARP EDGES WITH RUBBER GROMMEf. RAIN BIRD XQ 1/4—INCH DISTRIBUTION TUBING TO BASKEf DRIP LINE. ROUTE FROM MANIFOLD, ALONG ARM TO EACH HANGING BASKEf. SECURE WITH NYLON ZIP TIES SPIRAL A MINIMUM OF 8—FEEf OF RAIN BIRD LDQ-08-06 DRIP LINE IN EACH HANGING BASKEf AND LOOP TO TWO EMITTERS ON RAIN BIRD EMT-6XERI 1/4" DRIP LINE FROM HANDHOLD THROUGH POLE TO 1/4" TEE LIGHT POLE WITH HANGING BASKEf(S). REFER TO LANDSCAPE PLANS FOR POLE DEfAILS 1—INCH SCH 40 PVC LONG SWEEP ELBOW SLEEVE FOR FLEX PIPE. COORDINATE SWEEP ELEVATIONS TO MEEf WITH PULL BOX UNIT PAVERS, COMPACTED SAND, CONCRETE — SEE LANDSCAPE PLANS FOR DEfAILS OLDCASTLE 910 POLYMER CONCREfE BOX. MARK PAVERS ABOVE BOX WITH CHISELED 'X' RAIN BIRD XBE-050 FLEX PIPE ELBOW. 1—INCH X 1—INCH X 1/2—INCH FNPT SCH 40 PVC REDUCING TEE OR 1—INCH X 1/2—INCH FNPT SCH 40 PVC ELBOW, SOLVENT WELD TO 1—INCH CLASS 200 PVC IRRIGATION LATERAL 2—INCH CLASS 200 PVC IRRIGATION LATERAL SLEEVE RAIN BIRD 1/2" SPX FLEX PIPE. ROUTE CONTINUOUS PIECE FROM PULL BOX THROUGH POLE TO EMITTER MANIFOLD. CONCRETE LIGHT POLE BASE, 24"0 X 72" DEEP, SEE CIVIL PLANS FOR DETAILS. NOTES: 1. FIEX TUBING SHOWN FOR CLARIN, ROUTE INSIDE IRRIGATION CHASE IN LIGHT POLE 2. LOCATE PULL BOX A MINIMUM OF 6—INCHES FROM CONCREfE LIGHT POLE BASE. 3. COORDINATE LOCATION OF PULL BOX AND OBTAIN OWNER APPROVAL BEFORE CONSTRUCTION. 2. CONTRACTOR SHALL INSTALL VALVE BOXES ACCORDING TO MANUFACTURER�S SPECIFICATONS TO ENSURE TIER-22 RATING. DOWNTOWN DEVELOPMENT AUTHORITY IRRIGATION HANGING BASKET 19 OLD TOWN SQUARE, SUITE 230 FORT COLLINS, CO. 805?4 AND PULL BOX (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D32 RAIN BIRD XQ 1/4—INCH DISTRIBUTION TUBING TO BASKEf. ROUTE CONTINUOUS PIECE FROM PULL BOX, THROUGH 3/4—INCH EMT CONDUIT TO BASKEf. TRANSITION TO RAIN BIRD LDQ—OS—O6 IN BASKET HANGING BASKEf, SEE LANDSCAPE PLANS FOR DEfAILS ,r :.-. :,-:.. UNIT PAVERS, COMPACTED SAND, CONCRETE — SEE LANDSCAPE PLANS FOR DEfAILS OLDCASTLE 910 POLYMER CONCRETE BOX. MARK PAVERS ABOVE BOX WITH CHISELED 'X' RAIN BIRD XQ 1/4—INCH DRIP LINE. ROUTE IN CONTINUOUS PIECE FROM PULL BOX TO BASKEf 1—INCH X 1—INCH X 1/2—INCH FNPT SCH 40 PVC REDUCING TEE OR 1—INCH X 1/2—INCH FNPT SCH 40 PVC ELBOW, SOLVENT WELD TO 1—INCH CLASS 200 PVC IRRIGATION LATERAL 2—INCH CLASS 200 PVC IRRIGATION LATERAL SLEEVE RAIN BIRD XT025 TRANSFER FITTING AND 1/2—INCH NPT CLOSE NIPPLE 3/4—INCH EMT COMPRESSION CONNECTOR. INSTALL BELOW PAVERS. 3/4—INCH EMT LONG SWEEP ELBOW NOTES: 1. INSTALL PULL BOX A MAXIMUM OF 12—INCHES FROM WALL. 2. COORDINATE LOCATION OF PULL BOX AND OBTAIN OWNER APPROVAL BEFORE CONSTRUCTION. 2. CONTRACTOR SHALL INSTALL VALVE BOXES ACCORDING TO MANUFACTURER�S SPECIFICATONS TO ENSURE TIER-22 RATING. ��'i, SPIRAL A MINIMUM OF 8—FEEf OF RAIN BIRD LDQ—OS—O6 DRIP LINE IN EACH HANGING BASKET. 3/4—INCH EMT CONDUIT. ROUTE CONTINUOUS PIECE FROM SWEEP ELBOW TO BASKEf. 3/4—INCH EMT STRAP. MOUNT TO WALL WITH APPROPRIATE ANCHORS. WALL WITH APPROPRIATE ANCHORS IN GROUT JOINTS. BUILDING WALL DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION VINE TRELLIS ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLINS, CO. 805?4 AND PULL BOX �9��, 484-��2� D33 LANDSCAPE FABRIC TO BE PLACED BELOW AND ABOVE GRAVEL FIELD FIT 6" PVC FLUSH TO CONCRETE SURFACE PLANTER POT, SEE LANDSCAPE PLANS 1/2—INCH TRANSITIO� CONNECTION 10' BELOW PLANTER POT CLAMP TO ADAPTOR BELOW PLANTER POT 1/2" PVC TO 1/2" POLY CONNECTION (1/2"PVC BARBED MALE ADAPTER) EXTENDED ABOVE SOIL w/ A 90° ELBOW AND 6" PIPE CAPPED. UNIT PAVERS, COMPACTED SAND, CONCREfE — SEE LANDSCAPE PLANS FOR DETAILS 6—INCH ACCESS SLEEVE TO IRRIGATION LATERAL TEE 1/21NCH SCHEDULE 80 PVC NIPPLE, LENGTH AS REQUIRED OLDCASTLE 910 POLYMER CONCREfE BOX. 1/21NCH SCHEDULE 80 PVC TEE OR ELBOW, SOLVENT WELD 2—INCH CLASS 200 PVC LATERAL SLEEVE SUPPORT BRICKS (1 OF 5) WALL ^^'"'^ ',^" T' IgING FLUSH w/ TOP .ANTER POT I I/G VI\ G JLLLVE NOTES: 1. LOCATE PULL BOX CENTERED BELOW PLANTER POTS. 2. CORE DRILL BOTTOM OF PLANTER POTS WITH 4—INCH CORE DRILL DOWNTOWN DEVELOPMENT �_, �� �� � AUTHORITY IRRIGATION PLANTER POT 19 OLD TOWN SQUARE, SUITE 230 AS SEMBLY � FORT COLLTNS, CO. 805?4 � (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D34 2-INCH CUSS 200 PVC CONTFtOL WIRE SLEEVE WIRES FROM TWO-WIRE PATH 3-INCH CIASS 200 PVC MNNLINE SLEEVE 1 1/4-INCH CLASS 200 PVC MAINLINE 1 1/4-INCH SCHEDULE 80 PVC 90' ELBOW (OR TEE) OLD CASTLE RECTANGLULAR POLYMER CONCREfE H-SERIES 2436 VALVE BOX MARK PAVERS ABOVE BO% WITH CHISELED 'X' WIRES FROM 1W0-WIRE PATH 1 1/4-INCH CLASS 200 PVC MAINLINE 3-INCH CLA55 200 PVC MNNLINE SLEEVE MINIMUM 3-INCH DEPTH OF WASHED CRUSHED GR4VEL WITH NO FINES. INSTALL OVER 8-OUNCE GEOTEXTILE FABRIC NOTES: 1. CONTRACTOR SHALL CONFIRM LOCATION OF ALL PULL BOXES WITH OWNER BEFORE INSTALLATION. 2. CONTRACTOR SHALL INSTALL VALVE BOXES ACCORDING TO MANUFACTURER'S SPECIFlCATONS TO ENSURE TIER-22 RATING. ��'i, SECURE CHRISN ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND NAME 3-INCH CIAS$ 200 MC MAINLINE SLEEVE UNfT PAVERS, COMPACTED SAND, CONCREfE - SEE LANDSCAPE PLANS fOR DEfAILS SECURE CHRISTY ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND NAME 1 1/4-INCH SCHEDULE 80 PVC 90' EIBOW (OR TEE) 3-INCH CLASS 200 PVC MAINLINE SLEEVE 2-INCH CLASS 200 PVC CONTROI WIRE SLEEVE DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY MAINLINE & CONTROL WIRE ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 PULL B�x �9��, 484-��2� D 3 5 2-INCH CLASS 200 PVC CONTROL WIRE SLEEVE 3-INCH CLASS 200 PVC MAINLINE SLEEVE 1 1/4-INCH CLASS 200 PVC MAINLINE 7 1/4-INCH SCHEDULE 80 PVC TEE WITH 1-INCH OUTLEf, SOLVENT WELD t-INCH SCHEDULE 80 PVC ELBOW, SLIP X FEMALE NPT THREAD i-INCH SCHEDULE 80 PVC THREADED CLOSE NIPPLE (7 OF 2) SPEARS TRUE UNION BALL VALVE WATER PROOF CONNECTOR (1 OF 4) VA�VE DECOOER: WEATHERTRAK N?2W-SVO-11 3-INCH CLASS 200 PVC MAINLINE SLEEVE 2-INCH CLASS 200 PVC CONTROL WIRE SLEEVE VALVE DECODER: WEATHERTRAK WT2W-SVD-7 1 WATER PROOF CONNECTOR (1 OF 4) WIRES FROM 7W0-WIRE PATH SPEARS TRUE UNION BALL VALVE 1-INCH SCHEDULE 80 PVC THREADED CLOSE NIPPLE (1 OF 2) i-INCH SCHEDULE 80 PVC ELBOW, SLIP X FEMALE NPT THREAO 1-INCH SCHEDULE 80 NIPPLE, SOLVENT WELD 1 1/4-INCH SCHEDULE 80 PVC TEE WITH 7-INCH OUTLEf, SOLVENT WELD 3-INCH CLASS 200 P'VC MPJNLINE SLEEVE MINIMUM 3-INCH DEPTH OF WASHED CRUSHED GRAVEL WITH NO FINES. INSTAIL OVER B-OUNCE GEOTEXTILE FABRIC OLD CASTLE RECTANGLUTAR POLYMER CONCREfE H-SERIES 2436 VALVE BOX MARK PAVERS ABOVE BOX WITH CHISELED 'X' 1-INCH CLASS 200 PVC LATER4L 2-INCH CLASS 200 PVC SLEEVE TO IRRIGATION LATERALS 1-INCH SCHEDULE BO PVC SLIP X FEMALE NPT THREAD ADAPTER RPJN BIRD PRB-100 FILTER RAIN BIRD 1-INCH PE58 REMOTE CONTROL VALVE WIRES FROM PNO-WIRE PATH OLD CASTLE RECTANGLULAR POLYMER CONCREfE H-SERIES 2436 VALVE BOX SECURE CHRI57Y ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER 1-INCH CLASS 200 PVC LATERAL 2-INCH CLA55 200 PVC S�EEVE TO IRRIGATION IATER4LS 1-INCH SCHEDULE 80 PVC SLIP X FEMALE NPT THREAD ADAPTER RAIN BIRD PRB-100 FlLTER RAIN BIRD 1-INCH PESB REMOTE CONTROL VALVE 2-INCH CLASS 200 WC CONTROL WIRE SLEEVE NOTES: 1. INSTALL RAIN BIRD XCZ-700-PRB-COM DRIP KIT, REPL4CE KIT BALL VALVE WITH SPEARS TRUE UNION BALL VALVE. 2. THERE SHALL BE A MINIMUM CLEARANCE OF 1 1/2-INCH BETWEEN TOP OF FILTER ASSEMBLY AND BOTTOM OF VALVE BOX LID. 3. CONTRACTOR SHALL INSTALL VALVE BOXES ACCORDING TO MANUFACTURER'S SPECIFICATONS TO ENSURE TIER-22 RATING. DOWNTOWN DEVELOPMENT REVISED DATE: �_, �� �� � AUTHORITY DRIP REMOTE CONTROL VALVE ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 IN PAVERS �9��, 484-��2� D 3 6 - � � ---� � �-- PROVIDE ACCESS HANDHOLE AT TOP OF POLE, WITH GASKETED WEATHERPROOF COVER. (4"X4" HOLE WITH 6"X6" COVER PLATE) PROVIDE (#) 3/4" HOLES FOR WIRE PENETRATIONS FOR STRING LIGHTS. PROVIDE WEATHER PROOF GROMMETS TO SEAL WIRE PENETRATIONS. PROVIDE APPROPRIATE NUMBER OF HOLES WITH GROMMETS BASED ON THE NUMBER OF STRING LIGHT POWER CONNECTIONS PER POLE. PROVIDE MOUNTING PLATES FOR SECURING STRING LIGHTS. "� . �PROVIDE QUANTITY AS REQUIRED FOR THE NUMBER TO STRANDS ATTACHED TO POLE. � PLAN VIEW TOP OF STRUCTURAL POLE ��STRAND LIGHT (TYPE S#) FASTENED TO SUPPORT CABLE PROVIDE STAINLESS STEEL TURNBUCKLE OR ADJUSTABLE WIRE CLAMPS TO SECURE WIRE. PROVIDE WIRE RING THIMBLE TO PROTECT WIRE THRU GROMMETS. SUPPORT CABLE BY LUMINAIRE MANUFACTURER. TENSION WIRE ROPE TO MFR'S RECOMMENDATIONS AND SUCH THAT THE BOTTOM OF THE FESTOON LIGHTS DON'T HANG BELOW 15' AFG. 2 OR 3 WELDED PLATES FOR CABLE MOUNTING EACH WITH TWO 3/4" HOLES LIQUID TIGHT STRAIN RELIEF CORD GRIP CONNECTOR WITH WEATHERPROOF GROMMETS TO SEAL POLE PENETRATIONS PROVIDE A DRIP LOOP IN THE CABLE TOP OF POLE� PROVIDE 4 OR 5 HOLES WITH PROVISIONS FOR LIQUID TIGHT CONNECTORS AT EACH HOLE. WEATHER TIGHT PLUG ANY UNUSED HOLES. ACCESS HANDHOLE.WEATHERPROOF STAINLESS STEEL GASKETED COVER PLATE SECURED WITH STAINLESS STEEL SCREWS. PAINT TO MATCH POLE. LOCATE HAND HOLE TO AVOID CONFLICT WITH MOUNTING OF OTHER EQUIPMENT OR DEVICES. REFER TO LANDSCAPE DETAILS FOR POLE SPECIFICATION AND POLE BASE DETAILS. (1#6) 3/4"C BONDED TO POLE BASE REBAR CONDUIT IN/OUT OF BASE, SIZE PER PLANS ��'� ���� � POLE ELEVATION/DETAIL IS DIAGRAMMATIC. REFER TO POLE MATRIX FOR MORE INFORMATION ON DEVICES MOUNTED TO EACH POLE TYPE. DOWNTOWN DEVELOPMENT n � AUTHORITY LIGHT STi�tiND 19 OLD TOWN SQUARE, SUITE 230 FORT COLL,�S, CO. 805�4 CONNECTION TO POLE (970) 484-3020 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D38 BTM OF POLE I � O 3" CLASS 200 PVC SLEEVES, QUANTITY AS REQUIRED O IRRIGATION CONTROL TWO-WIRE PATH, LOOP 3' WITHIN EACH JUNCTION BOX OR CHANGE IN DIRECTION O SECURE CHRISTY ID TAG WITH NYLON ZIP TIE & LABEL O IRRIGATION MAINLINE, LOCATE TEE OR EL AT CENTER OF BOX O OLD CASTLE RECTANGULAR POLYMER CONCRETE H-SERIES 2436 JUNCTION BOX, INSTALL FLUSH WITH BOTTOM OF PAVERS O 314" GRAVEL SUMP I COMPACTED SUBGRADE NOTES: 1. CHISEL'X' INTO PAVERS DIRECTLY OVER THE CENTER OF JUNCTION BOX 2. COORDINATE LOCATION OF JUNCTION BOX AND OBTAIN OWNER APPROVAL BEFORE CONSTRUCTION 3. CONTRACTOR SHAL� INSTALL JUNCTION BOXES ACCORDING TO MANUFACTURERS SPECIFICATIONS TO ENSURE TIER-22 RATING ��'i, DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY IRRIGATION JiJNCTION BOX ��miaiy 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLINS, CO. 805?4 BELOW PAVERS (970) 484-2020 �39 i F,_�„ � � 6"X6", 7 GAUGE GALVANIZED METAL POST FOR ALL GATE POSTS. REFER TO TRASH ENCLOSURE LAYOUT DETAILS FOR LOCATIONS O METAL POST CAP O 3/4" SQUARE STEEL BARS O 1/8" THICK STEEL DIAMOND PLATE O GATE HINGE, DETAIL 7/ LS-505 s� GATE LATCH Oi PERFORATED METALPANEL sO 1 112", 12 GAUGE, SQUARE STEEL TUBE � 3l4" X 3/4"" STEEL BAR io 4" X 1 1/2", 11 GAUGE STEEL TUBE PERFORATED METAL MANUFACTURER: McNICHOLS (www.mcnichols.com) 1-855-463-5736 1. PERFORATED METAL-1638911141 1.1. ROUND, CARBON STEEL, HRPO, 11 GAUGE (.1196" THICK), 3/8" ROUND ON 9(16" STAGGERED CENTER, 40% OPEN AREA ��'i, DOWNTOWN DEVELOPMENT REVISED DATE: �� �� � AUTHORITY TRASH ENCLOSURE GATE �`�miary 17, 2024 19 OLD TOWN SQUARE, SUITE 230 DETAIL � FORT COLLTNS, CO. 805?4 (970) 484-2020 �4 1 NU I tS: 1. PROVIDE SHOP DRAWINGS TO THE OWNERS REPRESENTATIVE PRIOR TO FABRICATION. 2. ALL WELDS TO BE SMOOTH TO TOUCH. 3 ALL METAL SHALL RECEIVE BLACK POWDER COAT. 4. GATE LATCH: DAC INDUSTRIES, SENTRY LATCH DAC - 7000 I\r-_ / _-1 U L' / 1 — �: : �_ 'rr � —_� ELEVATION �� 01ITSIDEENCLOSURE / D INSIDE ENCLOSURE 3 �'q a P >v 6 1 / �(\J �J 3 � � ae 5 OUTSIDE I INSIDE SECTION A � ENIARGEMENT CLOUVERATTACHMENT (fOR REfERE�'CE ONLY, REfER TO MANU:ACTURER RECOMMENDATIONS) / � � \ � 3 % � I /�1 � 1 `, � � \ F � \ � _ ' ENIARGEMENT��. LOUVER ATfACMMENTTOFENCEPOSTS NOTES: LOUVER MANUFACNAER: 1. PROVIDESHOPDRAWINGSTOTHEOWNERSREPRESEN'ATIVEPRIORTOFABRICATION. AMETCOMANUFACTUREINGCORPORATION 2. pLLWELDST09ECLEAN.CONTINU0U5ANO5M00THTOTOUCH. <40951<300 3 4�L f.1ETA� FIXTLRES'0 RECEII'E 6LACK �O1M1D R C�AT ameho.com i �-ai0,a�..�RLi`:;niV�'rt-'�-RiCir+ \[-�S„�.E ��LT.._-+IL_'... V GALVANIZEDSTEE�SHADOWBODESIGN _ .�OUT I 1 80%VISUAL SCkEENWG 1] BLACK'01h'DEftC�ATPERSPECIFICF'�'�`1':: FRONT OF GATE � 3'4" SQUARE STEE�_ BNR. MOUN7ED TO BACK OF GNTE FRAME Q 118" THICK STEEL DIAMON� PLATE O PERFORATED METALPANEL. SPOT WELD 12' O.C. ALONG EDGES AND ALTERNATING VERTICAL BARS O 4" X 1 112", 11 GAUGE STEEI. TUBE BOTTOM RAIL �s � �12" SQUARE STEEL TUBE NOTES 1. PROVIDESHOPDRFlWINGSTO THE OV�NFRS REPRESEN-ATNE PRIOR TO FABRICATION. BACK OFGATE \ I DOWNTOWN DEVELOPMENT 1:_ �� �� � AUTHORITY ! ,9 oLD Towrr sQu,aaE. surTE z3o TRASH ENCLOSURE FENCE � FORT COLLTNS, CO. 805?4 (970) 484-3020 \ :C -��: S I'i1'.:�J'.iNC PLAiE I�5 i A�LED P=9 MANUFACTIIRER RECOMMENDAiiOnS Q ARCHRECTURALLOU':'E'.�: O 7"X3' 1I GAUGE METpL POSi FOR ALLI�TERMEDIATE POSTS.REFERTOTR4SH ENCLOSURELFYOUTDETNLS FOR LOCATi0N5 Q 6"%6' 7 GAUGE GALVANIZEC METAL POST FOR ALL CORN=R POSTS.REfERTO TRnSH ENCLOSIIRELAVO�TDETAhS FOR LOCATIONS Q SUPPORTROO.PEH MANUFACIURER RECOMMEN�AT10�'S Q MEfAI POST CAP QwELDJOMTBEM�ECN� =-L P�Si5Au7 TEEL\1�_Ur.i�.'..�: { i_A'_ 2EVISED DATE: Jamiaiy 17, 2024 DETAIL D43 O STEEL POST CAP zO 3" X 3" 12 GAUGE STEEL POST FOR ALL INTERMEDIATE POSTS. REFER TO TRASH ENCLOSURE LAYOUT DETAILS FOR LOCATIONS � I �!' 1'-6" .� SECTION ���. � 1/4"x1 314" STEEL PLATE PER MANUFACTURER RECOMMENDATIONS Q ARCHITECTURALLOUVERS Q CONCRETE FOOTING, POST SHALL BE 4" CLEAR OF CONCRETE SURFACE ON ALL SIDES O COMPACTED SUBGRADE O 6"X6" 7 GAUGE GALVANIZED STEEL POST FOR ALL CORNER POSTS. REFER TO TRASH ENCLOSURE LAYOUT DETAILS FOR LOCATIONS BO 9" SQ X 3/8" BASE PLATE. ANCHOR WITH z' STAINLESS STEEL THREADED ANCHORS WITH SIMPSON SET-XP EPDXY, OR APPROVED EQUAL. MINIMUM EMBEDMENT 4" OTES: ALL METAL SURFACES TO RECEIVE BLACK POWDER COAT. . INSTALL ARCHITECTURAL LOUVER PER MANUFACTURER RECOMMENDATIONS. 3. FABRICATOR TO PROVIDE SHOP DRAWWGS PRIOR TO FABRICATION. LOUVER MANUFACTURER: AMETCO MANUFACTUREING CORPORATION (www ametco.com) 440.951.4300 1. GALVANIZED STEEL SHADOW 80 DESIGN 1.1. 80% VISUAL SCREENING 12. 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