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Home My WebLink AboutRFP - 8031 CM/GC SERVICES FOR OLD TOWN SQUARE RENOVATIONSRFP 8031 CM/GC Services for the Old Town Square Renovations Page 1 of 23 REQUEST FOR PROPOSAL 8031 CM/GC SERVICES FOR OLD TOWN SQUARE RENOVATIONS The City of Fort Collins is requesting proposals from qualified Construction Managers/General Contractors (CM/GC) for construction expertise related to the construction of Old Town Square Renovations located between the Mountain Avenue, Walnut Street, and College Avenue. As part of the City’s commitment to Sustainable Purchasing, proposals submission via email is preferred. Proposals shall be submitted in a single Microsoft Word or PDF file under 20MB and e-mailed to: purchasing@fcgov.com. If electing to submit hard copy proposals instead, five (5) copies, will be received at the City of Fort Collins' Purchasing Division, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Proposals must be received before 3:00 p.m. (our clock), December 2, 2014 and referenced as Proposal No. 8031. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Please note, additional time is required for bids mailed to the PO Box to be received at the Purchasing Office. The City encourages all Disadvantaged Business Enterprises (DBEs) to submit proposals in response to all requests for proposals. No individual or business will be discriminated against on the grounds of race, color, sex, or national origin. It is the City’s policy to create a level playing field on which DBEs can compete fairly and to ensure nondiscrimination in the award and administration of all contracts. A MANDATORY pre-proposal meeting will be held November 18, 2014 at 8:30 AM in the Community Room at 215 N Mason Street, Fort Collins. Questions concerning the scope of the bid should be directed to Todd Dangerfield at (970) 419- 8254 or tdangerfield@fcgov.com. Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com. All questions must be submitted in writing via email to Todd Dangerfield , with a copy to John Stephen, no later than 5:00 PM our clock on November 26, 2014. Questions received after this deadline will not be answered. A copy of the RFP may be obtained at www.rockymountainbidsystem.com. The City of Fort Collins is subject to public information laws, which permit access to most records and documents. Proprietary information in your response must be clearly identified and will be protected to the extent legally permissible. Proposals may not be marked ‘Proprietary’ in their entirety. All provisions of any contract resulting from this request for proposal will be public information. New Vendors: Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing RFP 8031 CM/GC Services for the Old Town Square Renovations Page 2 of 23 The City requires new vendors receiving awards from the City to fill out and submit an IRS form W-9 and to register for Direct Deposit (Electronic) payment. If needed, the W-9 form and the Vendor Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com/purchasing under Vendor Reference Documents. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision- making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Collusive or sham proposals: Any proposal deemed to be collusive or a sham proposal will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. The City of Fort Collins reserves the right to reject any and all proposals and to waive any irregularities or informalities. Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other state and local governmental agencies, political subdivisions, and/or school districts to utilize the resulting award under all terms and conditions specified and upon agreement by all parties. Usage by any other entity shall not have a negative impact on the City of Fort Collins in the current term or in any future terms. Sustainability: Consulting firms/teams participating in the proposal are to provide an overview of the organization’s philosophy and approach to Sustainability. In no more than two (2) pages please describe how your organization strives to be sustainable in the use of materials, equipment, vehicles, fuel, recycling, office practices, etc. The City of Fort Collins incorporates the Triple Bottom Line into our decision process by including economic (or financial), environmental, and social factors in our evaluation. The selected Service Provider shall be expected to sign the City’s standard Agreement without revision prior to commencing Services (see sample attached to this Proposal). Sincerely, Gerry S. Paul Director of Purchasing & Risk Management RFP 8031 CM/GC Services for the Old Town Square Renovations Page 3 of 23 TABLE OF CONTENTS I. PROJECT SCOPE OF WORK AND REQUIREMENTS ........................................................ 4 A. General Information ........................................................................................................... 4 B. Purpose .............................................................................................................................. 4 C. CM/GC Requirements ........................................................................................................ 5 D. Owner Expectations and Delivery Schedule ...................................................................... 6 II. SUBMITTAL REQUIREMENTS ............................................................................................. 7 III. SELECTION PROCESS AND SCHEDULE ......................................................................... 10 IV. EVALUATION CRITERIA ..................................................................................................... 11 LIST OF EXHIBITS EXHIBIT A – AGREEMENT .................................................................................................. 13 EXHIBIT B – INSURANCE REQUIRMENTS (Design Phase) .............................................. 13 EXHIBIT C – INSURANCE REQUIRMENTS (Construction Phase) ..................................... 20 EXHIBIT D – CONFIDENTIALITY ......................................................................................... 21 EXHIBIT E – SCHEDULE ..................................................................................................... 22 EXHIBIT F – 30% DESIGN ELEMENTS ............................................................................... 23 RFP 8031 CM/GC Services for the Old Town Square Renovations Page 4 of 23 I. PROJECT SCOPE OF WORK AND REQUIREMENTS A. General Information The City of Fort Collins (City) is seeking qualification statements from qualified Construction Managers/General Contractors (CM/GC) to provide construction services related to the construction of the Old Town Square (OTS) Renovation in partnership with the Fort Collins Downtown Development Authority. The Fort Collins Downtown Development Authority (DDA) is an economic development organization formed to focus redevelopment efforts in the City of Fort Collins’ downtown central business district through the use of tax increment financing. The DDA also sponsors projects that improve the downtown experience adding to the vitality, excitement, activity, vibrancy, diversity and attractiveness of our community. Recent DDA public revitalization projects include West Myrtle, Montezuma Fuller and Old Firehouse Alleys; the Elks Lodge deconstruction; funding for the Library Park Master Plan; and tax increment investments in private developments such as the Woodward Governor Corporate Campus, Block One at 418 Linden Street, and Canyon Place, 331 Meldrum Street. Recently the DDA completed both Program and Schematic Design phases of the Old Town Square Renovations. With Design Development underway, the DDA now desires to solicit the services of a CM/GC Contractor to participate in final design and construction activities. B. Purpose The Downtown Development Authority, through its agent, the City, is seeking qualification statements from qualified CM/GC’s to provide design assist and construction services related to the completion of the OTS Renovations in Fort Collins, CO. The purpose of this request for proposals is to engage the services of a CM/GC to integrate into the DDA’s overall design team and to later implement the design through the construction of OTS. The vision and construction of Old Town Square by Gene Mitchell in 1983 has truly helped to define Downtown Fort Collins. By turning a city street into a public square, it has provided a sense of place for downtown where people can gather to share in the numerous festivals and concerts performed in the Square; enjoy the wonderful flowers and plantings; take innumerable photos in front of the fountain; and shop, dine or work at the wonderful establishments that line the plaza. Over the past 30 years, many attributes of the central business district have changed. While receiving varying levels of routine maintenance the infrastructure of the plaza has deteriorated to a point where it is more desirable for the City and DDA to renovate the square rather than to continue to repair and replace the old infrastructure. The DDA’s goal is to renovate the Square to represent the current and future use trends with a keen eye towards the operational and maintenance characteristics of OTS. The intent is to accomplish this overarching goal within the DDA’s mission while maintaining the team’s goals. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 5 of 23 “The DDA’s mission is to build public and private investment partnerships that foster economic, cultural and social growth in the Fort Collins central business district.” DDA Team Goals: • Honor the past; realize the full vision for Old Town Square through thoughtful design and quality construction. • Maintain economic vitality for area businesses by limiting construction disruptions, providing timely project updates and allowing access to businesses as much as possible. • Create a world-class gathering space that accommodates activities now and into the future, for a variety of uses. • Seamlessly blend OTS with Linden Street to integrate other planning initiatives. • Design and build a low maintenance, attractive space that stands up to high traffic, is not expensive to maintain, is safe and encourages visitation in all four seasons. • Provide engagement opportunities for stakeholders and the community during design and construction so they too will look forward to the changes and improvements. Make the construction experience meaningful for the businesses, not a nuisance. The DDA expects the construction services team to embrace these goals and seamlessly interact with the DDA’s team to deliver a successful project to downtown Fort Collins. C. CM/GC Requirements The DDA expects the CM/GC Contractor to provide full design assist and construction services related to the completion of the OTS project. These services are to include, but not be limited to the following.  Provide construction services according to the Agreement and contract documents including self-performance of at least 20% of the physical work (including overhead, profit and materials).  Provide qualified full time site supervision and management of trade subcontractors to meet or exceed the defined project schedule and meet the goals set forth in this RFP.  Provide open procurement of subcontractors and suppliers. Include DDA and/or team members in procurement of subcontractors and vendors.  Provide storm water management and Best Management Practice “BMP”maintenance for the site complying with State and City regulations. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 6 of 23  Provide construction delivery scheduling, meeting attendance and reporting according to contract document and federal or state requirements.  Provide site security and protection during construction. Provide all site safety management and compliance with OSHA standards and criteria. Implement a site safety program that is reported on regularly.  Provide for quality control program that meets or exceeds minimum job/contract document and industry standards. Coordinate all quality control testing and inspections through the DDA Representatives.  Meet all licensing requirements as set forth by the City of Fort Collins Building Services Department for both GC and subcontracted work. Provide work that complies with the latest version of IBC standards as modified by the City; and Larimer County Urban Area Street Standards (LCUASS).  Provide services to manage participation in commissioning process; project close out process and needs during the project warranty period.  The public and business owners are vital stakeholders in the OTS Renovation. As part of this project, the Contractor will be required to regularly interact with the public to support public and business engagement. The Contractor will be expected to provide services to manage construction integration in a phased manner that maintains business access, pedestrian thoroughfares and customer interaction.  Participation in design meetings, construction scheduling and cost estimating during the design process. Review of design drawings, constructability input and providing lead time estimates of various equipment or furnishings incorporated into the work. Phasing recommendations of construction elements including business access coordination. D. Owner Expectations and Delivery Schedule Partnering The DDA team expects a partnering relationship with the selected CM/GC. The DDA expects an environment where trust and teamwork prevents disputes, fosters a cooperative bond to everyone’s benefit, and facilitates the completion of a successful project. Adversarial relationships between the project participants are not an acceptable way of doing business on this project. Key Staff The DDA expects the CM/GC to commit key staff members to manage the project through attendance of weekly project meetings; preparation of Requests for Information (RFIs); management of subcontractors; management of schedule; management of quality and management of cost. Key staff members for this project are expected to include a project manager, superintendent and possibly a field engineer. These individuals shall be named in the RFP and be assigned to the project throughout the construction phase. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 7 of 23 Communication The DDA team expects open and honest communication related to project activities including subcontractor performance, cost control, schedule control, budget and quality issues as they may arise. The DDA expects communication to occur directly through the established chain of command which may involve working directly, receiving direction and coordinating with DDA assigned personnel or consultant team staff. Contract Management The DDA expects the CM/GC to participate in contract management such that pay applications, work change directives, change orders, RFIs and other documents that are managed timely and effectively to avoid delays in project delivery. The DDA expects the CM/GC to work with its representatives to gain approval and processing of these documents in a coordinated fashion. Performance Standard The DDA expects CM/GC performance to a standard that exceeds industry accepted parameters. The DDA, simply, expects a world class contractor and project. The DDA expects to pay fairly for all work performed and expects the CM/GC to be profitable. Delivery Schedule The DDA expects the CM/GC and subcontractors to perform to a delivery schedule that meets or exceeds the schedule attached to this RFP as Exhibit E. Overall, the DDA expects the project to be fully complete and accepted no later than August 15, 2015. This means beneficial use of OTS. The DDA expects intermediate milestones that allow beneficial use of different zones of the square as determined by project phasing. II. SUBMITTAL REQUIREMENTS CM/GC firms that have the requisite experience and qualifications are encouraged to submit proposals. General Company Information Name of firm, contact person for this proposal, title, phone number, fax number, street and mailing addresses, and previous names of firm in last 10 years; date firm was established. Describe how the firm is organized. Provide general contracting licenses held by firm. Profile Projects Provide a brief project description and history of projects, similar in scope to this project, completed in the last 5 years. Include the following information. 1. Project description that includes the project name, overall scope of work, key subcontractors used and any unique place-making or urban design elements that were part of the project. 2. Project history that includes the original schedule agreed upon at the time of signing the contract, the actual duration of construction, and any special characteristics of the project that affected delivery. 3. Type of project delivery model used. 4. Original contract cost. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 8 of 23 5. Cost at completion and number of change orders. 6. Contractor, subcontractor or owner initiated claims and their resolution. 7. Original contract time and actual completion time. 8. If the project included formal partnering. Provide a brief discussion of any unusual factors that affected the project delivery (e.g. owner initiated delays, additions to the work, etc.). Provide both an owner reference and consulting engineer/architect reference for cited projects. Company Resources Indicate the total number of personnel employed by the company and how many resources are in each category (e.g. Administration, Clerical, Estimating, Project Management, Project Coordinator, Project Engineer, Superintendent, Foreman, Carpenter, Laborer, etc.) Provide an organizational chart for the resources proposed to be used on this project. Indicate the office location this project will be managed through. Provide a full list of equipment on hand, owned and managed by the firm. Key Project Staffing Names and resumes of proposed key project staff, including proposed project manager and construction project superintendent. Include references from owners and consulting architects/engineers for the last 3 projects for each assigned person. Detail the availability of proposed staff. (Note: key personnel must be committed to this project for its duration, unless excused by the Owner. This requirement is non-negotiable.) Project Budget and Cost Control 1. Describe your approach to developing a cost to complete this project. 2. Describe your approach to developing value engineering ideas through construction delivery to enhance the work product while potentially saving cost. 3. Describe how the delivery schedule outlined in Part D above affects your approach to pricing. 4. Describe your approach to be transparent or open book when developing a cost for this project in cooperation with the project team. Construction Sequencing and Scheduling Describe the scheduling software your firm typically uses for sequencing tasks and scheduling subcontractors, materials and equipment. The DDA will require that an industry recognized software is used to develop and manage the project schedule; fully base-lined, critical path shown and float managed. Describe the way in which your firm develops and maintains project schedules for projects of this size and nature. Describe your process and frequency for updating project schedules and how your firm works to overcome challenges and works to maintain the original completion date. Submit an example of a project schedule for a similar size project. Quality Assurance/Quality Control Provide details on your firm’s quality control program. Explain how your team administers a quality control program during construction, how performance measures are documented and how quality issues are addressed. Provide examples of when your firm exceeded RFP 8031 CM/GC Services for the Old Town Square Renovations Page 9 of 23 quality standards, gained industry recognition or received quality awards. Partnering Experience Describe at least 5 projects completed by your firm where partnering was formally implemented. Provide a listing of key staff who participated in these projects and their roles. Describe in detail what Partnering means to your firm and how it is integral to your business operations. Safety Record Provide the firm’s OSHA reportable accident rate and current workman’s compensation insurance multiplier for the last 3 years. Provide the OSHA reportable accident rate on projects managed by the proposed superintendent or project manager over the three year period. Provide a list of all projects in the last 5 years that have received an OSHA citation either to the GC or subcontractor on the jobsite and provide a narrative of the citations. Trade Subcontractors Provide a listing of trade subcontractors your firm has relationships with and are known to perform to critical schedules and timeframes. Explain your relationship with these firms and how long they have worked with you on projects. Give examples of situations where these firms have performed to tight timeframes and accelerated schedules. Financial Statement Provide a recent financial statement (audited if possible) including balance sheet and income statement showing: 1. Current assets 2. Other assets 3. Current liabilities 4. Other liabilities 5. Fixed assets and equipment 6. Banking Reference (Provide name, address and phone number) Bonding Company Reference Provide the name, address and phone number of the firm’s bonding agent. Provide a letter from the bonding agent indicating the firm’s bonding capacity is adequate to undertake this work. Insurance Company Provide the name, address and phone number of the firm’s insurance agent(s). Provide certificate of insurance outlining coverage and policy limits. Provide statements to answer the following questions. 1. Does coverage meet minimum project requirements? 2. Does coverage include builder’s risk? 3. Can this coverage be extended for work on this project? 4. Can coverage be increased? 5. Can the DDA and City be listed as an additional insured? RFP 8031 CM/GC Services for the Old Town Square Renovations Page 10 of 23 6. Are there any current claims that will affect coverage limits available for this project? Construction Agreement Prior to construction, the CM/GC will be required to provide payment and performance bonds and sign the City of Fort Collins’ Standard Construction Contract. This document is available for review on the web at: http://citydocs.fcgov.com/?vid=10&cmd=search&scope=doctype&dt=CONTRACT&dn=Purc hasing&q=Vertical+Construction+Agreement Any exceptions to the agreement must be stated with your submission of qualifications for this project. The DDA and City make no guarantee they will change the agreement but may consider the exceptions. CM/GC Fees Provide a list of construction cost factors that are used to develop the cost of work. Provide the following. 1. Overhead markup (part of project fee) 2. Profit markup (part of project fee) 3. Subcontractor markup 4. Permanent materials markup 5. Equipment markup 6. Labor markup (provide unburdened labor rates and markups) Describe in detail how your firm uses the markups and cost of work to develop the final project cost. The DDA anticipates working with the CM/GC to develop this cost for all known quantities of the project. For unknown circumstances, the DDA anticipates negotiating allowances to complete the work. The final cost plus allowances (if any) will encompass a final Guaranteed Maximum Price (GMP) for the project. All contingencies will be owned by the DDA and not included in the GMP unless assigned through an allowance. III. SELECTION PROCESS AND SCHEDULE Qualified CM/GC’s interested in the work described in this Request for Proposal should submit items contained in Part II of this request. The proposer’s authorized signature on the Proposal assures the team’s compliance with City of Fort Collins’ purchasing restrictions. A copy of the restrictions is available for review in the Purchasing and Risk Management Division or the City Clerk’s Office. The City reserves the right to reject any and all proposals and to waive any informalities and irregularities therein. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 11 of 23 CM/GC Procurement Schedule EVENT DATE Mandatory Pre-Proposal Meeting November 18, 2014 – 8:30 AM (MST) Final Questions November 26, 2014 – 5 PM (MST) Proposals Due December 2, 2014 – 3 PM (MST) Interview and/or Firm Selection By mid-December The City and DDA reserve the right to select the top ranked firm directly from proposal documents without a formal interview process. 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. IV. EVALUATION CRITERIA Contractor Qualification Review and Assessment CM/GC firms will be evaluated on the following qualification criteria. These criteria will be the basis for review of the written proposals, as well as for the oral interviews (if necessary) of the top ranked firms. The rating scale shall be from 1 to 5, with 1 being a poor rating, 3 being an average rating, and a 5 being an outstanding rating. Weighting factors for the criteria are listed adjacent to the qualification. WEIGHTING FACTOR QUALIFICATION STANDARD 2.0 Scope of Proposal Does the proposal show an understanding of the project objective, methodology to be used in the completion of construction and the results that are desired from the project? 2.0 Assigned Project Team Does the proposed team have the necessary skills and experience to fulfill the requirements of the project? Is the key staff available to do the work? 1.0 Safety Record “OSHA Illness/Injury Rate”, “OSHA Lost Work Day Incidence Rate” and Workers Compensation Experience Modification Rate Insurance Multiplier. Are these rates reasonable for industry? 2.0 Firm Experience Has the firm worked on projects similar in scope to this project? Has partnering been used on other projects? Does the firm have the experience necessary for this project? RFP 8031 CM/GC Services for the Old Town Square Renovations Page 12 of 23 1.0 CM/GC Experience Does this Contractor have the necessary CM/GC experience? 2.0 Firm Capability Does the firm have experience, equipment, manpower and finances to complete the work? 2.0 Construction Performance Do the referenced projects reflect favorably in respect to completion within the contract schedule, cost and number of change orders and claims? 1.0 Motivation Has the firm shown an interest in the work and a commitment to the successful completion of the project? Reference Evaluation Process (top rated firm) After the interviews (if necessary) have been conducted the evaluation committee will select the top rated firm and the Project Manager will 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 reference checks are positive for the top firm, then the Downtown Development Authority will work to negotiate a contract for CM/GC 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. QUALIFICATION STANDARD Overall Performance Would you hire this Contractor again? 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? Proposal as Contract. Items contained in the selected proposal will be considered conditions of the contract (as applicable). In the event conditions of the Contract Documents conflict with elements in the proposal, the Contract Documents shall govern. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 13 of 23 EXHIBIT A – AGREEMENT PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below, by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and , hereinafter referred to as "Professional". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Professional agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of ( ) pages, and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Professional shall be solely responsible for performance of all duties hereunder. 2. The Work Schedule. [Optional] The services to be performed pursuant to this Agreement shall be performed in accordance with the Work Schedule attached hereto as Exhibit "B", consisting of ( ) pages, and incorporated herein by this reference. 3. Contract Period. This Agreement shall commence , 200 , and shall continue in full force and effect until , 200 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) 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 Professional and mailed no later than thirty (30) days prior to contract end. 4. Early Termination by City. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Professional. Such notice shall be delivered 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 addresses: Professional: City: Copy to: Attn: City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 RFP 8031 CM/GC Services for the Old Town Square Renovations Page 14 of 23 In the event of any such early termination by the City, the Professional shall be paid for services rendered prior to the date of termination, subject only to the satisfactory performance of the Professional's obligations under this Agreement. Such payment shall be the Professional's sole right and remedy for such termination. 5. Design, Project Indemnity and Insurance Responsibility. The Professional shall be responsible for the professional quality, technical accuracy, timely completion and the coordination of all services rendered by the Professional, including but not limited to designs, plans, reports, specifications, and drawings and shall, without additional compensation, promptly remedy and correct any errors, omissions, or other deficiencies. The Professional shall indemnify, save and hold harmless the City, its officers and employees in accordance with Colorado law, from all damages whatsoever claimed by third parties against the City; and for the City's costs and reasonable attorneys fees, arising directly or indirectly out of the Professional's negligent performance of any of the services furnished under this Agreement. The Professional shall maintain commercial general liability insurance in the amount of $1,000,000 combined single limits and errors and omissions insurance in the amount of $1,000,000, in accordance with Exhibit , consisting of one (1) page, attached hereto and incorporated herein. 6. Compensation. [Use this paragraph or Option 1 below.] In consideration of the services to be performed pursuant to this Agreement, the City agrees to pay Professional a fixed fee in the amount of ($ ) plus reimbursable direct costs. All such fees and costs shall not exceed ($ ). Monthly partial payments based upon the Professional's billings and itemized statements are permissible. The amounts of all such partial payments shall be based upon the Professional's City-verified progress in completing the services to be performed pursuant hereto and upon the City's approval of the Professional's actual reimbursable expenses. [Optional] Insert Subcontractor Clause Final payment shall be made following acceptance of the work by the City. Upon final payment, all designs, plans, reports, specifications, drawings, and other services rendered by the Professional shall become the sole property of the City. 6. Compensation. [Option 1] In consideration of the services to be performed pursuant to this Agreement, the City agrees to pay Professional on a time and reimbursable direct cost basis according to the following schedule: Hourly billing rates: Reimbursable direct costs: with maximum compensation (for both Professional's time and reimbursable direct costs) not to exceed ($ ). Monthly partial payments based upon the Professional's billings and itemized statements of reimbursable direct costs are permissible. The amounts of all such partial payments shall be based upon the Professional's City-verified progress in completing the services to be performed pursuant hereto and upon the City's approval of the Professional's reimbursable direct costs. Final payment shall be made RFP 8031 CM/GC Services for the Old Town Square Renovations Page 15 of 23 following acceptance of the work by the City. Upon final payment, all designs, plans, reports, specifications, drawings and other services rendered by the Professional shall become the sole property of the City. 7. City Representative. The City will designate, prior to commencement of work, its project representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the project. All requests for contract interpretations, change orders, and other clarification or instruction shall be directed to the City Representative. 8. Project Drawings. [Optional] Upon conclusion of the project and before final payment, the Professional shall provide the City with reproducible drawings of the project containing accurate information on the project as constructed. Drawings shall be of archival, prepared on stable Mylar base material using a non-fading process to provide for long storage and high quality reproduction. "CD" disc of the as-built drawings shall also be submitted to the City in an AutoCAD version no older then the established city standard. 9. Monthly Report. Commencing thirty (30) days after the date of execution of this Agreement and every thirty (30) days thereafter, Professional is required to provide the City Representative with a written report of the status of the work with respect to the Scope of Services, Work Schedule, and other material information. Failure to provide any required monthly report may, at the option of the City, suspend the processing of any partial payment request. 10. Independent Contractor. The services to be performed by Professional are those of an independent contractor and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Professional's compensation hereunder for the payment of FICA, Workers' Compensation, other taxes or benefits or for any other purpose. 11. Subcontractors. Professional may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Professional. 12. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Professional and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Professional shall neither assign any RFP 8031 CM/GC Services for the Old Town Square Renovations Page 16 of 23 responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 13. Acceptance Not Waiver. The City's approval of drawings, designs, plans, specifications, reports, and incidental work or materials furnished hereunder shall not in any way relieve the Professional of responsibility for the quality or technical accuracy of the work. The City's approval or acceptance of, or payment for, any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement. 14. 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. 15. 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. 16. 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 representatives, successors and assigns of said parties. 17. Law/Severability. The laws of the State of Colorado shall govern the construction, interpretation, execution and enforcement of this Agreement. 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. 17. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Professional represents and agrees that: a. As of the date of this Agreement: 1. Professional does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Professional will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the RFP 8031 CM/GC Services for the Old Town Square Renovations Page 17 of 23 “Department Program”), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Professional shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Professional is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Professional obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Professional shall: 1. Notify such subcontractor and the City within three days that Professional has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Professional shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Professional shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Professional violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Professional shall be liable for actual and consequential damages to the City arising out of Professional’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Professional violates this provision of this Agreement and the City terminates the Agreement for such breach. 19. 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) pages, attached hereto and incorporated herein by this reference. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 18 of 23 THE CITY OF FORT COLLINS, COLORADO By: _________________________________ Gerry Paul Director of Purchasing & Risk Management DATE: ______________________________ ATTEST: _________________________________ City Clerk APPROVED AS TO FORM: ________________________________ Assistant City Attorney PROFESSIONAL By: __________________________________ Title: _______________________________ CORPORATE PRESIDENT OR VICE PRESIDENT Date: _______________________________ RFP 8031 CM/GC Services for the Old Town Square Renovations Page 19 of 23 EXHIBIT B – INSURANCE REQUIRMENTS (DESIGN PHASE) 1. The Professional will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Professional shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Professional, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Professional under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Professional'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 Professional shall maintain during the life of this Agreement for all of the Professional's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Professional 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 Professional 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. C. Errors & Omissions. The Professional shall maintain errors and omissions insurance in the amount of $1,000,000. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 20 of 23 EXHIBIT C – INSURANCE REQUIRMENTS (CONSTRUCTION PHASE) 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 21 of 23 EXHIBIT D – CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Service Provider has agreed to perform, the Service Provider hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Service Provider shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Service Provider understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Service Provider shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the City, or the City so requests for any reason, the Service Provider shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Service Provider understands and agrees that the City’s remedies at law for a breach of the Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. RFP 8031 CM/GC Services for the Old Town Square Renovations Page 22 of 23 EXHIBIT E – SCHEDULE RFP 8031 CM/GC Services for the Old Town Square Renovations Page 23 of 23 EXHIBIT F – 30% DESIGN ELEMENTS Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project PROJECT COVER SHEET 00.00 O L D T O W N S Q U A R E R E D E V E L O P M E N T 30% DESIGN DEVELOPMENT DRAWINGS P R O J E C T T E A M CLIENT: FORT COLLINS DOWNTOWN DEVELOPMENT AUTHORITY 19 OLD TOWN SQUARE SUITE 230 FORT COLLINS, COLORADO 80532 PROJECT MANAGEMENT: DITESCO SERVICES 1315 OAKRIDGE DRIVE, SUITE 120 FORT COLLINS, COLORADO 80525 PUBLIC RELATIONS: SLATE COMMUNICATIONS 425 WEST MULBERRY STREET SUITE 205 FORT COLLINS, COLORADO 80521 URBAN PLANNING / LANDSCAPE ARCHITECT: studioINSITE 3457 RINGSBY COURT UNIT 223 DENVER, CO 80216 ARCHITECTURE: ARCHITECTURE PLUS 318 EAST OAK STREET FORT COLLINS, COLORADO 80524 SOUND DESIGN: K2 AUDIO 4900 PEARL EAST CIRCLE SUITE 201E BOULDER, COLORADO 80301 LIGHTING DESIGN: CLANTON & ASSOCIATES 4699 NAUTILUS COURT SOUTH SUITE 102 BOULDER, COLORADO 80301 CIVIL & STRUCTURAL ENGINEERING: JVA ENGINEERS 25 OLD TOWN SQUARE SUITE 200 FORT COLLINS, COLORADO 80524 M. E. P. ENGINEERS: BEAUDIN GANZE ENGINEERS Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project COVER SHEET L0.00 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONCURRENT WORK BY OTHER TRADES. PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE, IRRIGATION AND ELECTRICAL LINES. IRRIGATION AND ELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVING AND LANDSCAPE WORK. EXISTING BUILDINGS, GRADING, EASEMENTS AND UTILITIES ARE BASED ON SURVEY INFORMATION PROVIDED BY THE OWNER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM AND OWNER IMMEDIATELY BEFORE PROCEEDING WITH WORK. VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY LANDSCAPE ARCHITECT OF DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING WORK. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE UTILITIES OR STRUCTURES NOT SHOWN ON THE DRAWINGS. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS MAINS AND ELECTRICAL LINES. CONTRACTOR IS TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, ABOVE AND BELOW GRADE, PRIOR TO EXCAVATION OR TRENCHING. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR W/O ADDITIONAL COST TO THE OWNER. LAYOUT OF ALL SITE FURNISHINGS, INCLUDING BENCHES, TRASH RECEPTACLES, AND BICYCLE RACKS IS TO BE STAKED IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WHERE CONCRETE FOOTINGS ARE REQUIRED FOR FURNITURE, THEY ARE TO BE STAKED AND VERIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLING ADJACENT PAVEMENT OR FINISHES. A SYSTEM OF DIAGRAMMATIC SYMBOLS AND NOTATIONS IS USED IN THESE DRAWINGS. REVIEW NOTATION Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project N 0 10 20 40 OVERALL DEMO PLAN L1.00 D E M O L I T I O N K E Y N O T E S OVERALL SITE PLAN 1 SCALE: 1 " = 20' - 0" M O U N T A I N A V E N U E W A L N U T S T R E E T LIMITS OF WORK 1. A SITE WALK WITH THE DESIGN CLIENT, CITY AND DESIGN TEAM SHALL BE CONDUCTED PRIOR TO REMOVAL AND DISPOSAL OF ANY AND ALL ELEMENTS. 2. ALL LIGHT FIXTURES TO BE REMOVED SHALL BE SAFELY STORED AND GIVEN BACK TO THE CITY FOR THEIR USE. 3. CONTRACTOR TO VERIFY EXISTING CONDITION OF THE SITE ARE ACCURATELY REPRESENTED ON THE DRAWINGS. ALL UTILITIES SHOULD BE FIELD VERIFIED. DEPTH OF UTILITIES TO BE FIELD VERIFIED. L 1 . 0 1 L 1 . 0 2 L 1 . 0 3 L 1 . 0 4 LIMITS OF WORK LIMITS OF WORK Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project DEMO PLAN L1.01 N 0 05 10 20 D E M O L I T I O N K E Y N O T E S LAYOUT SITE PLAN - NORTH 1 SCALE: 1 " = 10' - 0" KIOSK TO BE REMOVED. FOUNDATIONS REMOVED. ELECTRICAL PANELS REMOVED BACK TO THE TRANSFORMER PAVERS TO BE REMOVED UP TO CONCRETE BAND. REPLACEMENT SCHEDULE TOO COORDINATE WITH BUSINESS OWNERS REMOVE EXISTING CANOPY STRUCTURE COORDINATE WITH CITY FOR RE-USE REMOVE UNIT PAVER UP TO CORNER OF THE EXISTING BUILDING TO BOC EXISTING TREE TO REMAIN. IF POSSIBLE REMOVE TREE RING AND REPLACE PER LANDSCAPE DWGS EXISTING TREE TO REMAIN. IF POSSIBLE REMOVE TREE RING AND REPLACE PER LANDSCAPE DWGS M A T C H L I N E L 1 . 0 2 M A T C H L I N E L 1 . 0 4 LIMITS OF WORK REMOVE FLAG POLES AND STORE FOR RE-USE REMOVE EXISTING LIGHTS OFF POLES 1. TREE TO REMAIN (PROTECT ROOT ZONE) 2. TREE TO BE REMOVED 3. PLANTER WALL AND FOUNDATION TO BE REMOVED 4. PLANTER WALL TO REMAIN 5. PLANT MATERIAL TO BE REMOVED 6. PLANT MATERIAL TO REMAIN 7. TREE WELL TO REMAIN 8. BOLLARD TO BE REMOVED 9. STAIRS TO BE REMOVED Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project DEMO PLAN L1.02 N 0 05 10 20 LAYOUT SITE PLAN - SOUTH 1 SCALE: 1 " = 10' - 0" M A T C H L I N E L 1 . 0 1 EXISTING PAVERS TO REMAIN PAVERS TO BE REMOVED AND SUBSURFACE REGRADED AND COMPACTED PER PLANS TO PROMOTE POSITIVE DRAINAGE TO EXISTING STORM DRAIN ALONG PLANTERS CONFIRM DRAINS ARE OPPERATIONAL REPAIR DAMAGED PAVERS 19 FOUNTAIN ROCKS AND FOUNDATIONS TO REMAIN. COORDINATE REMOVAL OF STAIRS AND FOUNTAIN BASIN WITH FOUNTAIN DESIGNER 9 LIMITS OF WORK 19 15 19 19 9 3 2 1 1 1 19 4 19 19 CONFIRM POSITIVE DRAINAGE REPLACE DAMAGED OR BROKEN PAVERS EXISTING DRINKING FOUNTAIN TO BE REMOVED. CONCRETE PAVING TO BE REMOVED AND REPLACED WITH REMNANT PAVERS. Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project DEMO PLAN L1.03 N 0 05 10 20 LAYOUT SITE PLAN 1 SCALE: 1 " = 10' - 0" M A T C H L I N E L 1 . 0 4 D E M O L I T I O N K E Y N O T E S 1. TREE TO REMAIN (PROTECT ROOT ZONE) 2. TREE TO BE REMOVED 3. PLANTER WALL AND FOUNDATION TO BE REMOVED 4. PLANTER WALL TO REMAIN 5. PLANT MATERIAL TO BE REMOVED 6. PLANT MATERIAL TO REMAIN 7. TREE WELL TO REMAIN 8. BOLLARD TO BE REMOVED 9. STAIRS TO BE REMOVED 10. STAIRS TO REMAIN 11. HANDRAIL TO BE REMOVED 12. PATIO RAILINGS TO BE REMOVED 13. PATIO RAILINGS TO REMAIN (REPAIR WHERE NEEDED) 14. PAVERS TO BE REMOVED (SALVAGE USABLE MATERIAL) 15. PAVERS TO REMAIN 16. CONCRETE PAVING TO BE REMOVED 17. CONCRETE PAVING TO REMAIN 18. LIGHT FIXTURE TO REMAIN 19. LIGHT FIXTURE TO BE REMOVED, POLE AND HEAD TO BE KEPT FOR REUSE 20. STORM DRAIN INLET TO BE REMOVED AND MANHOLE 21. STORM DRAIN TO REMAIN, VERIFY EXISTING DRAIN IS OPERATIONAL 22. REMOVE VAULT 23. WATER LINE TO BE REMOVED 24. WATER LINE TO REMAIN 25. ELECTRICAL TO REMAIN 26. ELECTRICAL TO BE REMOVED 27. GAS LINE TO BE REMOVED 28. GAS LINE TO REMAIN 29. IRRIGATION LINE TO BE REMOVED 30. IRRIGATION LINE TO REMAIN M A T C H L I N E L 1 . 0 1 TRASH ENCLOSURE FENCE, BRICK COLUMNS AND FOOTERS TO BE REMOVED. KEEP STONE Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project DEMO PLAN L1.04 N 0 05 10 20 LAYOUT SITE PLAN 1 SCALE: 1 " = 10' - 0" 1 SANDSTONE PAVING TO BE REMOVED AND REPLACED WITH NEW SANDSTONE PAVERS RE PLANS 21 REMOVE PAVERS FROM PAVER BAND. AREA TO BE REPLACED WITH NEW PAVERS REPAIR CONCRETE PAD AND CLEAN AS NECCESSARY KIOSK TO REMAIN BARREL TO REMAIN 21 21 19 19 1 1 LIMITS OF WORK 21 14 TRENCH DRAIN TO REMAIN. TEST DRAIN SYSTEM TO ENSURE IT IS OPERABLE HORSE SCULPTURE TO BE MOVED DURING THE CONSTRUCTION PROCESS COORDINATE WITH OWNER ON THE RELOCATION OR STORAGE OF THE PIECE M A T C H L I N E L 1 . 0 2 M A T C H L I N E L 1 . 0 1 M A T C H L I N E L 1 . 0 3 D E M O L I T I O N K E Y N O T E S 1. TREE TO REMAIN (PROTECT ROOT ZONE) 2. TREE TO BE REMOVED 3. PLANTER WALL AND FOUNDATION TO BE REMOVED 4. PLANTER WALL TO REMAIN 5. PLANT MATERIAL TO BE REMOVED 6. PLANT MATERIAL TO REMAIN 7. TREE WELL TO REMAIN 8. BOLLARD TO BE REMOVED 9. STAIRS TO BE REMOVED 10. STAIRS TO REMAIN 11. HANDRAIL TO BE REMOVED 12. PATIO RAILINGS TO BE REMOVED Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project N 0 10 20 40 SITE PLAN L2.00 EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 1.6 1.5 5.4 5.4 5.4 Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project HARDSCAPE LAYOUT NORTH L2.01 N 0 05 10 20 H A R D S C A P E L E G E N D 1.2 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.5 CONCRETE UNIT PAVER #3 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL 1.6 SANDSTONE PAVING, TO MATCH 1.4 CONCRETE UNIT PAVER #2 EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project HARDSCAPE LAYOUT SOUTH L2.02 N 0 05 10 20 H A R D S C A P E L E G E N D M A T E R I A L K E Y N O T E S LAYOUT SITE PLAN - SOUTH 1 SCALE: 1 " = 10' - 0" EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project HARDSCAPE LAYOUT ALLEY EAST L2.03 N 0 05 10 20 H A R D S C A P E L E G E N D M A T E R I A L K E Y N O T E S LAYOUT SITE PLAN 1 SCALE: 1 " = 10' - 0" EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project HARDSCAPE LAYOUT ALLEY COOPER SMITH L2.04 N 0 05 10 20 H A R D S C A P E L E G E N D M A T E R I A L K E Y N O T E S LAYOUT SITE PLAN 1 SCALE: 1 " = 10' - 0" EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project STAGE PLAN L2.05 N 0 1.5' 3' 6' H A R D S C A P E L E G E N D EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project N 0 10 20 40 FURNISHING PLAN L3.00 MATERIAL KEYNOTES OVERALL SITE PLAN 1 SCALE: 1 " = 20' - 0" M O U N T A I N A V E N U E W A L N U T S T R E E T W I T T O N C O U R T A L L E Y EXISTING CONDITIONS 0.1 EXISTING TREE TO REMAIN/PROTECT 0.2 EXISTING WALL TO REMAIN/PROTECT PAVING 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS, 1.2 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.4 CONCRETE UNIT PAVER #2 1.5 CONCRETE UNIT PAVER #3 1.6 SANDSTONE PAVING, TO MATCH 1.7 GRANITE PAVER, BLACK Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project FURNISHING ELEMENTS L3.01 5.1 - MULTI-PURPOSE POLE 1 NTS 5.2 - BISTRO TABLE AND CHAIRS 2 NTS 5.3 - ADIRONDACK CHAIRS 3 NTS 5.4 - BENCH - MOVABLE 4 NTS 5.5 - BENCH - WALL MOUNT 5 NTS 5.7 - BIKE RACK / BOLLARD 6 NTS MODEL: CANTENA CHAIR MOUNT: FREESTANDING FINISH: VARIETY TBD MANUFACTURER: LANDSCAPE FORMS NOTE: PRODUCT IS SUBJECT TO CHANGE MODEL: OCTAVE POLE MOUNT: BY MANUFACTURER FINISH: TBD MANUFACTURER: TECHNILUM NOTE: PRODUCT IS SUBJECT TO CHANGE MODEL: FLAT STND ADIRONDACK MOUNT: FREE STANDING FINISH: TBD MANUFACTURER: LOLL NOTE: PRODUCT IS SUBJECT TO CHANGE MODEL: HARPO MOUNT: FREE STANDING FINISH: NATURAL WOOD MANUFACTURER: SANTA & COLE NOTE: PRODUCT IS SUBJECT TO CHANGE MODEL: TECNO RS MOUNT: SURFACE MOUNT FINISH: TBD MANUFACTURER: FORMS + SURFACES NOTE: PRODUCT IS SUBJECT TO CHANGE MODEL: OLYMPIA MOUNT: SURFACE MOUNT Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project FURNISHING ELEMENTS L3.02 5.9 - PLANTER POTS 1 NTS 5.10 - LITTER / RECYCLE 2 NTS MODEL: CHASE PARK MOUNT: SURFACE MOUNT FINISH: TBD MANUFACTURER: LANDSCAPE FORMS NOTE: PRODUCT IS SUBJECT TO CHANGE TRASH AND RECYCLE LOGO TO BE ADDED MODEL: DUNE MOUNT: FREE STANDING FINISH: CONCRETE MANUFACTURER: KORNEGAY NOTE: PRODUCT IS SUBJECT TO CHANGE VARIOUS SIZES DAVIS COLORS COMPACTED SUBGRADE SLOPE PER PLANS. 2% MAX CROSS 2% MAX SLOPE TYP. RE: CIVIL DWGS 6" 6" COMPACTED ROAD BASE 3500 MIN PSI COLORED CONCRETE PAVING. RE: PLANS FOR FINISH, JOINTS, AND SCORING. UNIT PAVERS. SAND SWEPT JOINTS (TYP) SAND SETTING BED COMPACTED GRAVEL BASE COURSE COMPACT IN 3" LIFTS TO 98% PROCTOR DENSITY 6" 1" 21 4" GEOTEXTILE FABRIC COMPACTED SUBGRADE SAND SETTING BED CIP CONC BASE SLAB COMAPCTED SUBGRADE 2" WEEP HOLE @ 3'-0" OC EW COMPACTED GRAVEL BASE COURSE 6" 4" 1" 25 8" GEOTEXTILE FABRIC VEHICULAR GRADE UNIT PAVERS. SAND SWEPT JTS TYP COMPACTED SUBGRADE COMPACTED GRAVEL BASE COURSE COMPACT IN 3" LIFTS TO 98% PROCTOR DENSITY 1" MIN SAND SETTING BED 3" THK GRANITE PAVERS. HANDTIGHT JOINTS TYP. SAND SWEPT. SAWN EDGES. DIAMOND 10 FINISH 6" 1" 3" VARIES EXISTING DOUBLE TEES WATERPROOFING MEMEBRANE CONCRETE SUBSLAB SANDSTONE PAVERS SAWN EDGES AND NATUARL CLEFT FINISH. RE PLANS FOR COLOR AND FINISH 1" 2" 1/4" 1/4" MORTAR JT MORTAR SETTING BED 1 4" 1 2" SEALANT RE: SPECS TOOLED SMOOTH AND CONCAVE MATERIAL AND COLOR TO BE APPROVED BY ARCHITECT CAST STONE CAP W/ 6" S.S. PIN BRICK VENEER REINFORCED CMU BLOCK RE: STRUCTURAL KEEP VOID IN MIDDLE OF WALLS FOR ELECTRICAL AND STORAGE CONTROLS FOR OTS STAGE, FOUNTAIN, LIGHTING AND SOUND CONTROLS 3/8" STEEL PLATE ALONG LENGTH FINISHED GRADE SLOPE MIN. 2% AWAY REINFORCED CONCRETE FOOTER FOR STORAGE WALL RE: CIVIL WATERPROOF MEMBRANE ON CMU WALL 3'-9" 3'-6" 3'-11" 2'-0" 1'-8" 2'-0" 20'-0" MINIMUM 2'-0" 1'-9" 3'-0" 4'-2 1/2" 2'-0" 6 3/4" MINIMUM STONE SLAB 4.5" THICK SLOPE 2% TO FRONT OF STAGE 4"-6" CIP CON BASE RE: DTL 4/LX.XX CONC. GROUT MIX W/ SPACER 6" MIN. DEPTH ROAD BASE COMPACTED SUB BASE LED TAPE LIGHT UNDER STONE SLAB LED TAPE LIGHT UNDER STONE SLAB 10" VARIES VARIES 2'-0" 1'-9" 4" 3'-0" 2'-0" SANDSTONE CAP, GROUT AND PIN IN PLACE CIP SEAT WALL SANDBLASTED FINISH WITH LED ROPE LIGHT 36" CIP FOOTER UNIT PAVERS RE: SITE PLAN CONC SUBASE RE: DETAILS SANDSTONE CAP ON CONC BASE 4" SS PIN LED TAPE LIGHT UNDER STONE 2 1/4" INTEGRATE BOULDER INTO SANDSTONE CAP 2'-0" 1'-9" 4" 2'-0" SANDSTONE CAP, GROUT AND PIN IN PLACE O L D T O W N S Q U A R E BRICK VENEER 1'-10" SANDSTONE CAP TO MATCH EXISTING PLANTER POT DRAIN TO SS A R T M U S I C O L D T O W N S Q U A R E A R T M U S I C O L D T O W N S Q U A R E 53'-2" 24'-0" RETAIL ZONE PEDESTRIAN ZONE FURNISHINGS OBSERVATION ZONE VERNAL POOL OBSERVATION ZONE FURNISHINGS PEDESTRIAN ZONE RETAIL ZONE Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project SITE ELEVATIONS L4.02 MOUNTAIN AVENUE CONCEPT WALL ELEVATION 1 SCALE: 3/8 " = 1' - 0" PLAZA CROSS SECTION 3 SCALE: 3/16 " = 1' - 0" FOUNTAIN CONCEPT SECTION 2 SCALE: 3/8 " = 1' - 0" AREA LIGHTS MULTI-PURPOSE POLE TIVOLI / FESTOON LIGHTING DECORATIVE BANNERS PLANTER POTS Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project STAGE SHELTER IMAGES L4.03 STAGE PERSPECTIVE 1 NTS STAGE ELEVATION 2 NTS STAGE COLUMNS 3 NTS STAGE FRAMING 4 NTS STAGE FRAMING WITH LIGHTING AND BANNER SUPPORTS 5 NTS STAGE ROOFING 6 NTS DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. AMENDED PLANTING MIX. RE SPECS. CUT AND REMOVE WIRE BASKET ENTIRELY. PEEL BACK BURLAP 2 3 MIN. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE BASKET WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. PAVER GRATE RE: MANUFACTURE DTL SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES OF HOLE PRIOR TO BACKFILLING. 1" DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY. AMENDED PLANTING MIX. RE SPECS. CUT AND REMOVE WIRE BASKET ENTIRELY. PEEL BACK BURLAP 2 3 MIN. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE BASKET WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. DECOMPOSED GRANITE (SEE SPECS) NO MULCH RING SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES OF HOLE PRIOR TO BACKFILLING. SET TREE PLUMB. STAKE W/ (2) 6' TIMBER POSTS (4' EXPOSED).WIRE AND FASTENERS PER SPEC.SET STAKES @ CONSISTEN HT. PARALLEL TO THE STREET . 12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK. UNDISTURBED SUBGRADE ADJACENT CONC PAVEMENT Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions ETN ETN 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project PROGRESS PRINTS NOT FOR CONSTRUCTION GENERAL NOTES C0.1 Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions ETN ETN 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project PROGRESS PRINTS NOT FOR CONSTRUCTION LEGEND & ABBREVIATIONS C0.2 Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions ETN ETN 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project PROGRESS PRINTS NOT FOR CONSTRUCTION UTILITY PLAN C2.0 NOT FOR CONSTRUCTION Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions ETN ETN 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project PROGRESS PRINTS NOT FOR CONSTRUCTION UTILITY PLAN C2.1 NOT FOR CONSTRUCTION TYPE F1: LED FESTOON LIGHTING AT EVENT SPACE, FIREPLACE AND ALLEYS Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com PROFILE LITESPHERETM LED FEATURES • Flexible 16ga cord available in Black or White with matching socket • Socket is parallel wired and permanently fixed to cable • Smooth 0% to 100% range dimming capability with commercially available 0V-10V dimming protocol or magnetic and electronic low voltage dimmers (see page 4) SPECIFICATIONS LITESPHERE LED ORDER SPECIFICATION GUIDE LAMP SPACING GLOBE COLOR VOLTAGE 12 06 = 6" OC 12 = 12" OC 18 = 18" OC 24 = 24" OC PRODUCT CODE LSL C = Clear F = Frosted Y = Yellow R = Red O = Orange G = Green B = Blue P = Purple Z = Varied Colors* WIRE Litesphere LED™ 12 = 12V DC REQUIRED POWER SUPPLY PSU Example: LSL-W-12-WW-F-12 TYPE: PROJECT: CAT: FEET: 1. Spacing - Lamp spacing: 6", 12", 18", 24" OC or Custom lamp spacing available - consult factory 2. LEDs - Uses 0.48W Triple Chip wedge-base LEDs lamps 3. LED Colors - Red, Yellow, Green, Blue, White and Warm White 4. Globes - Shatterproof polycarbonate O-ring fitted globes, protect lamps with clarity and seamless appearance available in Clear, Frosted, Yellow, Red, Orange, Green, Blue and Purple 5. Socket - Socket is parallel wired and permanently fixed to cable 6. Socket Mounting - Socket has mounting holes for screw attachment in under-eve applications 7. Cable Mounting - 1/8" stainless steel wire cable (by others) and hanger clips for festoon applications 8. Channel Mounting* - Architectural Channel available for linear or radius cut mounting (See next page) *Outdoor building facade or upright socket mounting requires Architectural Channel 9. Power Supply - Listed Class I or Class II 12V DC power supply required 10. Listing - cULus listed for indoor or outdoor Class I or Class II TYPE F3A: LED FLOOD LIGHT MOUNTED TO ‘SYSTEMS’ POLE FOR AMBIENT ILLUMINATION TYPE F3B: GOBO PROJECTOR MOUNTED TO ‘SYSTEMS’ POLE FOR PATTERN PROJECTION ON GROUND 5455 de Gaspé suite 100, Montréal (Québec) Canada H2T 3B3 P.: 514.523.1339 F.: 514.525.6107 MAXIWOODY COMPACT LED MAXIWOODY #I.61 -120 - 15 COMPACT LED PROJECT NAME: COLOR FINISH LAMPING: &OPTICS The MAXIWOODY projector series is designed for outdoor use where horizontal, vertical or spot distribution is needed. These fixtures are very versatile and are available with an ensemble of fittings and accessories. 24 X 1,2W LED (SEE LED COLOR & OPTICS) SPECIFICATION SHEET LAST UPDATE: MAY 08, 2012 TYPE: QTY: MH - R2 (TO BE ORDERED SEPARATELY) DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. SIDE VIEW FRONT VIEW 24 X 1,2W LED (SEE COLOR & OPTICS) (INDLUDED) DIE-CAST ALUMINIUM COVER WITH TEMPERED GLASS (3/16”(4mm) THICK) LENS AND SILICON SEALING VANDAL RESISTANT STAINLESS STEEL ALLEN HEAD SCREW (X4,TYP) 12'' SUPPLIED POWER CORD ELECTRONIC POWER SUPPLY GRADUATED SCALE WITH 10° STEP DIE-CAST ALUMINIUM BODY PAINTED STEEL BRACKET 10-5/8" (270mm) 10-1/4" (260mm) 11-11/16" (296mm) 02 - BLACK ACCESSORIES I.5951- GROUND ANCHORING FLANGE 15 - GREY I.6146 - 24 X 1,2W LED, NEUTRAL WHITE 4200K, SUPERSPOT - 6° (SS) COLOR & OPTICS I.6147 - 24 X 1,2W LED, WARM WHITE 3100K, SUPERSPOT - 6° (SS) I.6148 - 24 X 1,2W LED, NEUTRAL WHITE 4200K, FLOOD - 32° (F) TYPE F4: LED LANDSCAPE LIGHTS AT TREES TYPE F5: SURFACE MOUNTED LED DOWNLIGHT AT STAGE CANOPY Sustainably manufactured from recycled copper-free aluminum, brass or stainless steel, Delta Star™ accentuates any architectural or landscape element. A one inch 45° or 90° lens cap minimizes glare and reduces aperture brightness. Delta Star™ operates on standard low voltage circuits. Keyword DS Wide Flood Medium Flood Spot Narrow Spot OPTICS Rectilinear Shown with ‘A’ Cap in Black Wrinkle (BLW) finish 8 WATT l DELTA STAR DS ™ 7" (178 mm) 1 5/8" (41mm) (57mm) 2 1/4" CCT 3K 4K R G B A VOLTAGE • 12V • MATERIAL ALU BR SS ‘B/E’ CAP ‘A/D’ CAP WWW.BKSSL.COM 13 FLOODLIGHTS SUBMITTAL DATE 1-8-14 DRAWING NUMBER SUB000930 %ULFN\DUG'ULYH0DGHUD&$86$ )$; ZZZENOLJKWLQJFRPLQIR#ENOLJKWLQJFRP PROJECT: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. CATALOG NUMBER LOGIC Material Blank - Aluminum B - Brass S - Stainless Steel Series DS - Delta Star™ Finish Lens Type Cap Style Example - DS - LED - e22 - SP - A7 - BZW - 12 - 11 - A - 360SL Optics* 360SL - 360SL™ Rotational Knuckle Mounting System TYPE F6: LED FLOOD LIGHT MOUNTED TO POLE AT FUTURE KIOSK AREA AND SOUTH SEATING AREA TYPE F7: LED TAPE LIGHT IN CHANNEL MOUNTED UNDER STONE CAP AT ‘SIGNAGE’ WALLS 5455 de Gaspé suite 100, Montréal (Québec) Canada H2T 3B3 P.: 514.523.1339 F.: 514.525.6107 MAXIWOODY COMPACT LED MAXIWOODY #I.61 -120 - 15 COMPACT LED PROJECT NAME: COLOR FINISH LAMPING: &OPTICS The MAXIWOODY projector series is designed for outdoor use where horizontal, vertical or spot distribution is needed. These fixtures are very versatile and are available with an ensemble of fittings and accessories. 24 X 1,2W LED (SEE LED COLOR & OPTICS) SPECIFICATION SHEET LAST UPDATE: MAY 08, 2012 TYPE: QTY: MH - R2 (TO BE ORDERED SEPARATELY) DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. SIDE VIEW FRONT VIEW 24 X 1,2W LED (SEE COLOR & OPTICS) (INDLUDED) DIE-CAST ALUMINIUM COVER WITH TEMPERED GLASS (3/16”(4mm) THICK) LENS AND SILICON SEALING VANDAL RESISTANT STAINLESS STEEL ALLEN HEAD SCREW (X4,TYP) 12'' SUPPLIED POWER CORD ELECTRONIC POWER SUPPLY GRADUATED SCALE WITH 10° STEP DIE-CAST ALUMINIUM BODY PAINTED STEEL BRACKET 10-5/8" (270mm) 10-1/4" (260mm) 11-11/16" (296mm) 02 - BLACK ACCESSORIES I.5951- GROUND ANCHORING FLANGE 15 - GREY I.6146 - 24 X 1,2W LED, NEUTRAL WHITE 4200K, SUPERSPOT - 6° (SS) COLOR & OPTICS I.6147 - 24 X 1,2W LED, WARM WHITE 3100K, SUPERSPOT - 6° (SS) I.6148 - 24 X 1,2W LED, NEUTRAL WHITE 4200K, FLOOD - 32° (F) TYPE F8 OPTION 1: DECORATIVE LED POST TOP AREA LIGHT TYPE F8 OPTION 2: DECORATIVE LED POST TOP AREA LIGHT Concord Designed by Robert A.M. Stern Architects Greater energy efﬁciency: LED’s use less energy, consume fewer resources Better color: Warm white light supports ecology and human health Better Light Control: Engineered Awen™ optics eliminate wasted light and light pollution Longer Life: Exceptional thermal management extends useful life Alcott LED Pedestrian Lighting General Description Pedestrian light for outdoor walkways. Light is highly designed using state-of-the-art LED lamp technology. Durable cast aluminum LED lamp housing sealed with thermoformed lens works with the integrated pole to provide outstanding heat management. Sealed housing uses the latest LED technology and improves lamp life by using more LED’s driven with less current; may be removed for servicing. Diffused lens technology pro- vides exceptional performance against glare as evident in the BUG rating. A warm white 3,500°K lamp color was chosen for its warm aesthetic and ecological beneﬁts. Electrical 110V-277V 50/60 Hz Dimmable, Class 2 LED driver is standard and mounted within integrated cast aluminum base cabinet. Alcott ships prewired; fully assembled and ready for installation. Finish Pangard II®, offered exclusively by Landscape Forms, is a 19 step program of cleaning, priming, and powder- coating that produces the ﬁnest metal ﬁnish available for site furniture. In addition, Pangard II® contains no heavy metals and is free of Hazardous Air Pollutants. Warranty Six years (50,000hr) on LED cartridge and three years on ﬁnish and manufacturing defects. To Order Specify Alcott and powdercoat color for frame. Specify with Type 3 or Type 5 light. Specify optional cover plate. Alcott is surface mounted and ships with installation template and hardware. Mounting hardware can be pre-ordered. Other Energy Star Partner, UL Listed, RoHS Patent #: US Pat D652,977 © 2013 Landscape Forms, Inc. Structure: Housing and cabinet are cast aluminum, pole is aluminum extrusion. Lamp: 48 Cree XP-E TYPE F8 OPTION 3: DECORATIVE LED POST TOP AREA LIGHT (MATCHES LUMINAIRE ON TRIMBLE COURT ALLEY) TYPE F9: LINEAR LED TAPE LIGHT IN CHANNEL UNDER STONE CAP AT PLANTERS AND SEAT WALLS, AND AT STAGE STAIRS LUMINAIRE HOUSING 30-5/8" NOM. HEIGHT GENERAL DESCRIPTION The Utility Syracuse is designed for ease of maintenance with the plug-in electrical module common to each of the luminaires in Holophane's Utility Luminaire Series. The traditional acorn shaped luminaire, while reminiscent of the 1920's, contains a precision optical system that maximizes post spacings while maintaining uniform illumination. OPTICAL SYSTEM The optical system consists of a precisely molded thermal resistant borosilicate glass refractor and top reflector mounted with a decorative aluminum cover, ribs and bands. The glass top reflector redirects over 50% of the upward light into the controlling refractor while allowing a minimal soft uplight component to define the top of the luminaire. A stainless steel hinge and latch allow easy access for relamping. The lower refractor uses precisely molded prisms to maximize pole spacings while maintaining uniform illuminance. Three refractors are available, designed for I.E.S. type II, III, and V distributions. The Lunar Optics assembly (IES Cutoff) is standard. It consists of an aluminum plate and anodized, hydroformed reflector designed to restrict intensity at the critical angle. LUMINAIRE HOUSING The luminaire housing, cast of aluminum, provides an enclosure for the plug-in electrical module. Four uniquely designed stainless steel spring clips enclosed in a clear polyvinyl chloride sleeve and adjusted by hex head 1/4-20 bolts securely cradle the prismatic glass refractor. The same 1/4-20 bolts support the decorative rib and banding assembly. The nickel plated lamp grip socket and three station incoming line terminal block are prewired to a five conductor receptacle for ease in connection the electrical module. The slipfitter will accept a 3" by 2-7/8" to 3-1/8" O.D. tenon. LUMINAIRE HOUSING / DOOR Cast of aluminum, the housing / door is removable without the use of tools and is retained by a nonconductive lanyard. For units with an E.E.I.-N.E.M.A. twist lock photocell receptacle, the door contains an acrylic "window" to allow light to reach the cell. ELECTRICAL MODULE The ballast components are mounted on a steel plate that is removable without the use of tools. A matching five conductor plug connects to the receptacle in the luminaire housing to complete the wiring. Where a starting aid is required, it is provided with a separate plug-in connector and can be replaced without the use of tools. For photoelectric operation, the electrical module is provided with an E.E.I.-N.E.M.A. twist lock photocell receptacle. BALLASTS (Refer to Ballast Data Sheet for specific operation characteristics) 50 - 100 watt 120 volt High Pressure Sodium (HPS) ballasts are High Power Factor Reactor type. All other HPS ballast are High Power Factor Autotransformer type. 175 watt Metal Halide (MH) ballasts are Peak Lead CONTROL SYSTEM SPECIFICATIONS ORDERING INFO MODEL NUMBERS DESCRIPTION nGWY2 KIT Gateway Kit (120/277 VAC) - max 1500 devices nGWY2 347 KIT Gateway Kit (347 VAC) - max 1500 devices nGWY2 L400 KIT Gateway Kit (120/277 VAC) - max 400 devices nGWY2 L400 347 KIT Gateway Kit (347 VAC) - max 400 devices INDIVIDUAL DEVICE REPLACEMENT MODEL NUMBERS nGWY2 CTRL Control Unit - max 1500 devices nGWY2 CTRL L400 Control Unit - max 400 devices nGWY2 GFX Gateway Touch Screen PS 250 (or two PS 150 347) Power Supply 120/277 VAC (or 347 VAC) OVERVIEW The nLight Series 2 Gateway (nGWY2) provides time-based control of an nLight network as well as acts as the Ethernet interface for SensorView software. Consisting of a control unit and touch screen wall station, the nGWY2 expands the capacity and functionality of the Series 1 nLight Gateway (nGWY) and enables enhanced nLight architectures to be utilized (see operation notes on back of datasheet). CONTROL FUNCTIONALITY $OO OLJKWLQJ FRQWURO SUR¿OHV FUHDWHG LQ WKH 6HQVRU9LHZ VRIWZDUH DUH VWRUHG ZLWKLQ the Gateway. Utilizing its onboard time clock, the Gateway sends out the settings VSHFL¿HGLQWKHSUR¿OHVWRWKHDSSURSULDWHGRZQVWUHDPGHYLFHVDFFRUGLQJWRWKHXVHU GH¿QHGVFKHGXOH/LJKWLQJFRQWUROSUR¿OHVFDQDOVREHVHOHFWHGDQGUXQRQGHPDQG via the Gateway’s Touch Screen. Additionally, by using the touch screen users can view properties about any downstream nLight device. NETWORK ACCESS FUNCTIONALITY In the nLight network architecture, the Gateway is part of the wired backbone (along with Bridges) that interconnects all lighting zones. Through the Gateway, information running over this backbone is linked to the Ethernet network where the SensorView host server resides. The Gateway communicates over the backbone using CAT-5 wiring to any Bridge. GATEWAY (SERIES 2) CLOCK & NETWORK INTERFACE CONTROLLER nGWY2 FEATURES Discovers nLight Devices (max 1500 or 400 depending on version) Provides System Time Clock 6WRUHV7LPH%DVHG3UR¿OHV Enables Setup of Global Control Channels via SensorView 2Q'HPDQG3UR¿OH)RUZDUGLQJ%HWZHHQ Gateways Communicates over TCP/IP with nWiFi Devices (consult factory) Interfaces with SensorView Software Remotely Upgradeable Touch Screen Control User Interface PHYSICAL/ELECTRICAL SPECS (CONTROL UNIT) SIZE 4.90” H x 4.90” W x 1.05” D (12.45cm x 12.54cm x 2.67cm) MOUNTING 4” x 4” Square Box PORTS 2 nLight Bus Ports (RJ-45) 1 Touch Screen Interface Port (RJ-45) 1 10/100/1000BaseT Ethernet 2 Power Terminal Inputs INPUT CURRENT / VOLTAGE MENS WOMENS UP FIRE ALARM PANEL RELOCATED MAIL BOX RELOCATED BRIDGE ABOVE LAMP POST TO BE RELOCATED JAN. 1 OLD 1/4" = 1'-0" TOWN RESTROOMS - BUILDING 23 A B C D 6 5 4321 PROGRESS PRINTS NOT FOR CONSTRUCTION 01 January, 2000 Old Town Square Fort Collins, CO 80524 PROJECT INFORMATION This record drawing has been prepared, in part, based upon information furnished by others. While this information is believed to be reliable, the Architect assumes no responsibility for the accuracy of this record drawing or for any errors or omissions that may have been incorporated into it as a result of incorrect information provided to the Architect. Those relying on this record document are advised to obtain independent verification of its accuracy. PROJECT RECORD DRAWINGS Sheet Number Drawing Title Revisions Drawn By Checked By Issue Date Project No Issue Description CONSULTANTS Renovation Project SPC JAC 10.24.14 A1.1 RESTROOM FLOOR PLAN AND SPECIFICATIONS DESIGN DEVELOPMENT No. Date Description PRESSURE REDUCING VALVE SHOCK ABSORBER STRAINER W/ BLOW-OFF VALVE SAFETY RELIEF VALVE VACUUM BREAKER PRESSURE GAUGE W/ PIG TAIL & COCK THERMOMETER PRESSURE - TEMP. TAP AIR VENT PIPE ANCHOR FLEXIBLE CONNECTOR PIPE EXPANSION JOINT PIPE UNION DOUBLE CHECK BACKFLOW PREVENTER PUMP & EQUIPMENT CONNECTOR TEMPERATURE CONTROL VALVE (2-WAY) DRAIN VALVE W/ HOSE END PLUG VALVE IN RISER FLOW BALANCING VALVE GATE OR GLOBE VALVE IN RISER FLOW CONTROL VALVE BALL VALVE PLUG OR BALANCING VALVE CHECK VALVE GLOBE VALVE BUTTERFLY VALVE VENTURI/FLOW INDICATOR TEMPERATURE CONTROL VALVE (3-WAY) SOLENOID VALVE (/%2:83 TEE UP TEE DOWN SHUT OFF (BALL, GATE, BUTTERFLY) PIPING SYMBOLS (/%2:'1 S DUCT/PIPE RISER DESIGNATION KEY CH DW HW G W V PR ST S2 FLOW SWITCH HOSE BIBB WALL HYDRANT TEMPERATURE CONTROLLER OR SENSOR STEAM TRAP TEST CHAMBER STEAM TRAP: FT-FLOAT & THERMOSTATIC TD-THERMODYNAMIC IB-INVERTED BUCKET TS-THERMOSTATIC BP-BALANCED PRESSURE BS BAR SINK 1/2" 1/2" 1-1/2" 1-1/2" FIXTURE CONNECTION SCHEDULE HW CW WASTE VENT NOTES: H B H B H B H B EXISTING VAULT: DEMO BY GC. NEW FOUNTAIN VAULT NEW VAULT - MECHANICAL SCOPE OF WORK A. RECONNECT TO FOUNTAIN. SUPPLY (2") AND RETURN PUMP PIPING (6) AND FILTER LINE(2'). B. PENN ZYPHOR CEILING EXHAUST FAN DUCTWORK, LOUVER/SCREENS. (8x8) C. INTAKE LOUVER/SCREENS - DUCTWORK. (8x8) D. WALL HYDRANT REQUIRED BY DESIGN. E. RECONNECT FOUNTAIN DRAIN LINE (4"). F. ALL FOUNTAIN PIPING BY OTHERS. G. ELECTRIC HEAT REQ (3KW) S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300P101.dwg Printed By: eng-acr October 23, 2014 - 4:55pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com PLUMBING SITE PLAN NORTHEAST P1.01 JAC REE S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300P102.dwg Printed By: eng-acr October 23, 2014 - 4:56pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com PLUMBING SITE PLAN NORTHWEST P1.02 JAC REE ' ' ISSUE LOG KEY: # DATE ISSUE LOG ELECTRICAL SHEET INDEX TITLE E0.00 ELECTRICAL COVER SHEET 30% DD REVIEW SET 10.24.2014 ISSUED AS PART OF A SET ' ' NOT PART OF SET ' * ' ISSUED FOR INFORMATION ONLY ¥ ¥ E0.01 ELECTRICAL SPECIFICATIONS E1.01 ELECTRICAL SITE PLAN - NORTHEAST ¥ E1.02 ELECTRICAL SITE PLAN - NORTHWEST ¥ E1.03 ELECTRICAL SITE PLAN - SOUTHEAST ¥ E1.04 ELECTRICAL SITE PLAN - SOUTHWEST ¥ E6.01 ELECTRICAL DIAGRAMS AND SCHEDULES ¥ E6.02 ELECTRICAL DIAGRAMS AND SCHEDULES GFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE; HALF SWITCHED ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED SPECIAL OUTLET AS NOTED SPECIAL OUTLET AS NOTED JUNCTION BOX WALL MOUNTED JUNCTION BOX FLOOR MOUNTED JUNCTION BOX C DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM DIVISION 15 EQUIPMENT POWER CONNECTION FUSED DISCONNECT NON FUSED DISCONNECT MOTOR STARTER ENCLOSED CIRCUIT BREAKER PULL BOX PUSH BUTTON TRANSFORMER PANELBOARD OR LOADCENTER CONTACTOR ELECTRIC MOTOR METER THERMOSTAT ATS AUTOMATIC TRANSFER SWITCH ONE-LINE DIAGRAM SYMBOLS CIRCUIT HOMERUN CONDUIT RUN CONDUIT RUN BELOW GRADE CONDUIT UP CONDUIT DOWN DISCONNECT SWITCH FUSE CIRCUIT BREAKER CURRENT TRANSFORMER POTENTIAL TRANSFORMER PROVIDE CONNECTION FOR POLE MOUNTED LIGHT FIXTURE. PROVIDE (2) WEATHERPROOF GFCI RECEPTACLES AT FIXTURE POLE. ONE RECEPTACLE TO BE LOCATED LOW AND THE OTHER UP HIGH. RECEPTACLES SHOWN OFFSET FROM POLE FOR CLARITY. PROVIDE CONNECTION FOR FESTOON LIGHTING POWER SUPPLY ON FIXTURE POLE. CONNECTION SHOWN OFFSET FROM POLE FOR CLARIFY. PROVIDE CONNECTION FOR LED TAPE LIGHT POWER SUPPLY. PROVIDE CONNECTION FOR REMOTE DRIVER SERVING SURFACE MOUNTED LED LIGHT AT STAGE. PROVIDE CONNECTION FOR REMOTE DRIVER SERVING LANDSCAPE LIGHTS. PROVIDE RECEPTACLES FOR SOUND BOOTH POWER. 1 FLAG NOTES: 1 J J J J J J J 1 1 1 J J J 6 J J J J J J J J J EXACT LOCATION OF UTILITY METER, CT CABINET, AND SERVICE DISCONNECT TO BE COORDINATED WITH UTILITY AND PFA 1. ONLY POWER CONNECTIONS ARE SHOWN LIGHT FIXTURES. REFER TO LIGHTING PLANS FOR INFORMATION ON FIXTURE MOUNTING AND TYPE. 2. SECURITY CAMERA LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. 3. SPEAKER LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. NOTES: LOCATE NEW PANELS IN STAGE CLOSET DISCONNECT FOR PORTABLE SOUND AND LIGHTING S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E101.dwg Printed By: eng-acr October 23, 2014 - 4:56pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square J J J J J J J J J J J J J J J J 1. ONLY POWER CONNECTIONS ARE SHOWN LIGHT FIXTURES. REFER TO LIGHTING PLANS FOR INFORMATION ON FIXTURE MOUNTING AND TYPE. 2. SECURITY CAMERA LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. 3. SPEAKER LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. NOTES: PROVIDE CONNECTION FOR POLE MOUNTED LIGHT FIXTURE. PROVIDE (2) WEATHERPROOF GFCI RECEPTACLES AT FIXTURE POLE. ONE RECEPTACLE TO BE LOCATED LOW AND THE OTHER UP HIGH. PROVIDE CONNECTION FOR FESTOON LIGHTING POWER SUPPLY ON FIXTURE POLE. PROVIDE CONNECTION FOR LED TAPE LIGHT POWER SUPPLY. PROVIDE CONNECTION FOR REMOTE DRIVER SERVING LANDSCAPE LIGHTS. 1 FLAG NOTES: 1 J J C C S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E102.dwg Printed By: eng-acr October 23, 2014 - 4:56pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com J J J PROVIDE CONNECTION FOR POLE MOUNTED LIGHT FIXTURE. PROVIDE (2) WEATHERPROOF GFCI RECEPTACLES AT FIXTURE POLE. ONE RECEPTACLE TO BE LOCATED LOW AND THE OTHER UP HIGH. RECEPTACLES SHOWN OFFSET FROM POLE FOR CLARITY. PROVIDE CONNECTION FOR FESTOON LIGHTING POWER SUPPLY. PROVIDE CONNECTION FOR LED TAPE LIGHT POWER SUPPLY. PROVIDE CONNECTION FOR REMOTE DRIVER SERVING LANDSCAPE LIGHTS. 1 FLAG NOTES: WP WP J 3 1. ONLY POWER CONNECTIONS ARE SHOWN LIGHT FIXTURES. REFER TO LIGHTING PLANS FOR INFORMATION ON FIXTURE MOUNTING AND TYPE. 2. SECURITY CAMERA LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. 3. SPEAKER LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. NOTES: S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E103.dwg Printed By: eng-acr October 23, 2014 - 4:57pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com ELECTRICAL SITE PLAN SOUTHEAST E1.03 WP WP PROVIDE CONNECTION FOR POLE MOUNTED LIGHT FIXTURE. PROVIDE (2) WEATHERPROOF GFCI RECEPTACLES AT FIXTURE POLE. ONE RECEPTACLE TO BE LOCATED LOW AND THE OTHER UP HIGH. RECEPTACLES SHOWN OFFSET FROM POLE FOR CLARITY. 1 FLAG NOTES: J REFEED POWER TO KIOSK REFEED (E) GROUND MOUNTED LIGHT FIXTURES 1. ONLY POWER CONNECTIONS ARE SHOWN LIGHT FIXTURES. REFER TO LIGHTING PLANS FOR INFORMATION ON FIXTURE MOUNTING AND TYPE. 2. SECURITY CAMERA LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. 3. SPEAKER LOCATIONS AND REQUIRED RACEWAYS TO BE DETERMINED. NOTES: WP WP 1 1 DASHED LINE INDICATES POTENTIAL ROUTING FOR MAIN ELECTRICAL CONDUIT RUNS. SEPARATE CONDUITS WILL BE PROVIDED FOR LIGHTING CIRCUITS, RECEPTACLE AND EQUIPMENT CIRCUITS, AND A/V WIRING. IN ADDITION, ONE SPARE CONDUIT WILL BE PROVIDED FOR FUTURE USE. S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E104.dwg Printed By: eng-acr October 23, 2014 - 4:57pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: SCALE: ELECTRICAL ONE-LINE DIAGRAM NONE T 208/3 MAIN DISCONNECT, 400A 3P, 400A FUSES NEMA 3R ENCLOSURE (E) UTILITY XFMR PP1 200A CONDUCTORS SIZED PER CONCRETE. I.A.W. N.E.C. ENCASED IN MIN. 2" OF GROUNDING ELECTRODE N.E.C. TABLE 250-66. N.E.C. 250-52(b) BLDG. STEEL I.A.W. N.E.C. 250-52(a) WATER SERVICE I.A.W. 250-52(c) 20 L.F. OF #4 CU A M 200A DISCONNECT FOR PORTABLE SOUND AND LIGHTING. 400A BUSSED GUTTER CT CAB ISOLATED GROUND TO BE PROVIDED TO BOTH PANEL AND 200A DISCONNECT S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E601.dwg Printed By: eng-acr October 23, 2014 - 4:57pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com ELECTRICAL DIAGRAMS AND SCHEDULES E6.01 JAC ACR Jackson: www.bgce.com ELECTRICAL SITE PLAN SOUTHWEST E1.04 JAC ACR JAC ACR ELECTRICAL SITE PLAN NORTHWEST E1.02 JAC ACR PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com ELECTRICAL SITE PLAN NORTHEAST E1.01 JAC ACR METER SURGE SUPPRESSION DEVICE VOLT-METER SELECTOR SWITCH GROUND GF GROUND FAULT PROTECTION AMP-METER ST SHUNT TRIP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT COLD WATER GROUND CONNECTION BUILDING STEEL GROUND CONNECTION TIMER SWITCH MULTI-OUTLET PLUG STRIP TIME CLOCK PHOTO-CELL SWITCH THERMAL OVERLOAD SWITCH VARIABLE SPEED SWITCH KEY SWITCH LIGHTING FIXTURE SYMBOLS RECESSED LIGHTING FIXTURE WALL MOUNTED LIGHT WALL MOUNTED UP-LIGHT PENDANT MOUNTED LIGHT SURFACE MOUNTED LIGHT DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE MONO-POINT LIGHTING FIXTURE RECESSED STEP LIGHT FLUORESCENT STRIP LIGHT WALL MOUNTED LINEAR FLUORESCENT LIGHT RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN EMERGENCY LIGHTS CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DOOR JAMB SWITCH LIGHTING CONTROL SYMBOLS EXTERIOR POLE MOUNTED LIGHT EXTERIOR POST (BOLLARD) MOUNTED LIGHT DL DAYLIGHT PHOTO SENSOR KEY SWITCH LV VARIABLE SPEED SWITCH DIMMER THREE-WAY DIMMER LOW VOLTAGE SWITCH WALL OCCUPANCY SENSOR/SWITCH THERMAL OVERLOAD SWITCH OCCUPANCY SENSOR - WALL MOUNTED OCCUPANCY SENSOR - CORRIDOR CEILING MOUNTED S S 3 S T S O D 3 D S V S K S J S 4 S K S V S T S PC TC TS A V SS M T C T PB CB N - - J J J POWER SYMBOLS ABBREVIATIONS SINGLE RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. OS OS OCCUPANCY SENSOR - CEILING MOUNTED OS NOTES: x LIGHT LINEWEIGHT INDICATES EXISTING. x HATCHED AREAS INDICATE DEMOLITION. x 'C' ADJACENT TO A DEVICE INDICATES MOUNTING ABOVE COUNTERTOP. AFC AFF AFG AHJ - ABOVE FINISHED CEILING - ABOVE FINISHED FLOOR - ABOVE FINISHED GRADE - AUTHORITY HAVING JURISDICTION AL - ALUMINUM AWG AP - ACCESS POINT - AMERICAN WIRE GAUGE BFG BMS BAS - BUILDING AUTOMATION SYSTEM - BELOW FINISH GRADE - BUILDING MANAGEMENT SYSTEM C CATV CCTV - CONDUIT - COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM - CLOSED CIRCUIT TELEVISION CKT - CIRCUIT CPU - CENTRAL PROCESSING UNIT CT - CURRENT TRANSFORMER DISP - GARBAGE DISPOSAL DW - DISHWASHER (E) - EXISTING EM - EMERGENCY EWC - ELECTRIC WATER COOLER FBO GFI FA FACP GRD GC - FIRE ALARM - FIRE ALARM CONTROL PANEL - FURNISHED BY OTHERS - GENERAL CONTRACTOR - GROUND FAULT CIRCUIT INTERRUPTER - GROUND IAW - IN ACCORDANCE WITH IC IDF IG IR LAN - INTERMEDIATE CROSS-CONNECT - INTERMEDIATE DISTRIBUTION FRAME - ISOLATED GROUND - INFRARED - LOCAL AREA NETWORK NIC MDF (N) -MAIN DISTRIBUTION FRAME -NEW - NOT IN CONTRACT NL - NIGHT LIGHT NTS - NOT TO SCALE OC PA -ON CENTER - PUBLIC ADDRESS REF - REFRIGERATOR TVSS TTB -TELECOMMUNICATIONS TERMINAL BOARD - TRANSIENT VOLTAGE SURGE SUPPRESSOR TVTB - TELEVISION TERMINAL BOARD UG UNO W V -UNDERGROUND -UNLESS NOTED OTHERWISE -VOLT - WATT WP XP WAN WLAN WAP -WIDE AREA NETWORK -WIRELESS ACCESS POINT -WIRELESS LOCAL AREA NETWORK -WEATHERPROOF - EXPLOSIONPROOF +18" DEVICE ABOVE FINISH FLOOR (VERIFY W/ ARCH ELEVS) - MOUNTING HEIGHT TO CENTERLINE OF ELECTRICAL SYSTEMS LEGEND L ELECTRONIC SAFETY & SECURITY SYMBOLS CEILING MOUNTED CAMERA WALL MOUNTED CAMERA MAGNETIC DOOR CONTACT SWITCH INTRUSION MOTION SENSOR SECURITY KEYPAD MON CCTV MONITOR NVR NETWROK VIDEO RECORDER APS AUXILIARY POWER SUPPLY ACP ACCESS CONTROL MAIN PANEL REX EXIT PANIC/CRASH BAR SENSOR CPU SECURITY CENTRAL PROCESSING UNIT WS SECURITY/ACCESS CONTROL WORKSTATION ADA ACCESS CONTROL MAIN PANEL ADA P CR CARD READER S ELECTRIC LOCK L R ELECTRIC LATCH / ROD RETRACTOR S M MAGNETIC DOOR CONTACT SWITCH K I PANIC BUTTON P ANALOG CLOCK - WALL MOUNTED ANALOG CLOCK - CEILING MOUNTED CALL IN SWITCH M MASTER INTERCOM STATION INTERCOM STATION CHIME BUZZER BELL INTERCOM/PROGRAM/BELL/CLOCK SYMBOLS INTERCOM LOUDSPEAKER - CEILING MOUNTED INTERCOM LOUDSPEAKER - WALL MOUNTED TWO-WAY COMM SPEAKER - CEILING MOUNTED MIC TWO-WAY COMM SPEAKER - WALL MOUNTED MIC DIGITAL CLOCK - WALL MOUNTED DIGITAL CLOCK - CEILING MOUNTED D D HORN-TYPE SPEAKER B B CH IC IC C S S S S (S = STRIKE, M = MAGNETIC) (P = PROXIMITY, S = SWIPE) TELEVISION OUTLET - FLOORBOX AUDIOVISUAL OUTLET - CEILING MOUNTED AUDIOVISUAL OUTLET - WALL MOUNTED AUDIOVISUAL OUTLET - FLOORBOX AV AV TELEVISON OUTLET - CEILING MOUNTED TELEVISION OUTLET - WALL MOUNTED LOUDSPEAKER - CEILING MOUNTED LOUDSPEAKER - WALL MOUNTED MICROPHONE OUTLET - FLOORBOX MICROPHONE OUTLET - WALL MOUNTED AUDIOVISUAL SYMBOLS SPEAKER ZONE HOMERUN VIDEO PROJECTOR TV AV PROJECTION SCREEN, TELEVISION, OR OTHER DISPLAY EQPT SPK LOUDSPEAKER OUTLET M INTERACTIVE (ELECTRONIC) WHITEBOARD S S TV TV M LOUDSPEAKER BAR - LEFT/CENTER/RIGHT LOUDSPEAKER BAR - STEREO LOUDSPEAKER - POWERED SUBWOOFER CTR LOUDSPEAKER BAR - CENTER CHANNEL LR LCR S MULTI-OUTLET WIREWAY VOICE/DATA SYMBOLS COMBO PHONE/DATA OUTLET TELEPHONE WALL OUTLET DATA WALL OUTLET TELEPHONE FLOOR OUTLET DATA FLOOR OUTLET COMBO PHONE/DATA FLOOR OUTLET DOUBLE TELEPHONE WALL OUTLET DATA WALL OUTLET DOUBLE COMBO PHONE/DATA OUTLET OF VOICE/DATA/FIBER OUTLET POS POINT OF SALE (POS) OUTLET ATM AUTOMATED TELLER MACHINE (ATM) STATION PP PUBLIC PAYPHONE OUTLET E ELEVATOR PHONE OUTLET POWER/TELECOM POLE WIRELESS LAN (WI-FI) ACCESS POINT OUTLET FAX/COPIER OUTLET EM EMERGENCY SERVICES PHONE OUTLET F C S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300E000.dwg Printed By: eng-acr October 23, 2014 - 4:56pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com ELECTRICAL COVER SHEET E0.00 JAC ACR 1. SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. LARGER SIZES MAY BE INDICATED ON PLANS WHERE REQUIRED. 2. MINIMUM DOMESTIC PIPE SIZE TO (2) OR MORE FIXTURES IS 3/4". 3. RE: MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INDIRECT WASTE SIZES. 4. WASTE AND VENT SIZES SHOWN ABOVE APPLY TO INDIVIDUAL VENTING ONLY. WHERE ALLOWED, INDIVIDUAL VENT CONNECTIONS MAY BE OMITTED OR SIZES MAY VARY WHEN CIRCUIT VENTS, COMMON VENTS, WASTE STACK VENTS, WET VENTS, OR COMBINATION DRAIN AND VENT SYSTEMS ARE USED. PRIOR APPROVAL FROM THE ENGINEER IS REQUIRED TO USE THESE ALTERNATIVE VENTING METHODS. 5. PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS AND FLOOR SINKS NOT LOCATED IN FOOD SERVICE AREAS. 6. MINIMUM SIZE FOR WASTE AND VENT PIPING BENEATH SLAB IS 2". 7. ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT. 8. REFER TO APPLIANCE SCHEDULES (BY OTHERS) FOR ADDITIONAL PLUMBING FIXTURE CONNECTIONS SUCH AS INST-HOTS, COFFEE MAKERS, AND GARBAGE DISPOSALS. 9. PROVIDE ICE MAKER BOX ROUGH IN W/ 1/2"CW CONNECTION FOR ALL REFRIGERATOR LOCATIONS. ABBREV. CS CLOTHES WASHER ROUGH-IN 1/2" 1/2" 2" 1-1/2" DF DRINKING FOUNTAIN / E.W.C. - 1/2" 1-1/2" 1-1/2" DM DISH MACHINE ROUGH-IN 3/4" 3/4" 2" 1-1/2" DW DISHWASHER ROUGH-IN 1/2" - 2" 1-1/2" FD FLOOR DRAIN - - 2" 1-1/2" FS FLOOR SINK - - 3" 2" HB HOSE BIB - 3/4" - - HS HAND SINK 1/2" 1/2" 1-1/2" 1-1/2" KS KITCHEN SINK W/ OR W/O DISPOSER 1/2" 1/2" 2" 1-1/2" LAV LAVATORY 1/2" 1/2" 1-1/2" 1-1/2" MSB MOP SERVICE BASIN 3/4" 3/4" 3" 2" SH SHOWER / BATHTUB 3/4" 3/4" 2" 1-1/2" SS SERVICE SINK 1/2" 1/2" 3" 2" TD TROUGH DRAIN - - 3" 2" UR URINAL (BLOWOUT) - 1" 2" 1-1/2" UR URINAL (WASHDOWN) UR URINAL (WATERLESS) 3/4" 2" 1-1/2" - 2" 1-1/2" - - WC WATER CLOSET (FLUSH VALVE) WCT WATER CLOSET (FLUSH TANK) - 1" 4" 2" - 1/2" 4" 2" WS WORK SINK 3/4" 3/4" 2" 1-1/2" EQUIPMENT ABBREVIATIONS AHU AIR HANDLING UNIT AS AIR SEPARATOR B BOILER (HOT WATER) BB BASE BOARD BT BUFFER TANK CV CONSTANT VOLUME BOX DEF DISHWASHER EXHAUST FAN EBH ELECTRIC BASEBOARD HEATER F FURNACE FC FAN COIL FP FAN POWERED BOX GF GLYCOL FEEDER HUMIDIFIER HC HEATING COIL HP HEAT PUMP HX HEAT EXCHANGER KEF KITCHEN EXHAUST FAN MAU MAKE-UP AIR UNIT MCC MOTOR CONTROL CENTER MV MIXING VALVE P PUMP RF RETURN (OR RELIEF) AIR FAN RZ RADIANT ZONE SA SNOWMELT AREA SB SUMP BASIN SF SUPPLY FAN ST STORAGE TANK TMV THERMOSTATIC MIXING VALVE UH UNIT HEATER VV VARIABLE VOLUME BOX WH WATER HEATER H CH CHILLER CC COILING COIL CP CIRC PUMP CUH CABINET UNIT HEATER CT COOLING TOWER DC DUCT COIL EWH ELECTRIC WATER HEATER ECU EVAPORATIVE COOLING UNIT ERU ENERGY RECOVERY UNIT EF EXHAUST FAN ET EXPANSION TANK VR VARIABLE VOLUME BOX W/ REHEAT REFERENCE SAMPLE FFI = FOR FURTHER INFORMATION FCT = FOR CONTINUATION RE: B/M400 FFI REFER TO: DRAWING NUMBER OR DIAGRAM LETTER SHEET NUMBER PLAN ABBREVIATIONS ABOVE FINISHED FLOOR AIR ADMITTANCE VALVE ABOVE FINISHED GRADE AUTOMATIC BUILDING CONTROL SYSTEM BACK DRAFT DAMPER BUILDING AAV AFF AFG AUTO BCS BDD BLDG BETWEEN COMMON (OR CLOSED) COMBUSTION AIR CONTROLS CONTRACTOR CONTINUATION DESIGN BUILD B/N C CA CC CDBBC CUBIC FEET PER MINUTE (AIR FLOW RATE) CAST IN PLACE CEILING (OR COOLING) CONCRETE CONDENSATE CONNECT (OR CONNECTION) CONTRACTOR CFM CIP CLG CONC COND CONN CONTR'R COTG CLEANOUT TO GRADE DOMESTIC HOT WATER RECIRC EXISTING DWR (E) EA EXHAUST AIR ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR ENTERING WATER TEMPERATURE EAT EC EXH EXHAUST EWT GENERAL CONTRACTOR GROUND HEAT EXCHANGER GC GHX GPM GALLONS PER MINUTE (WATER FLOW RATE) HORSEPOWER HOT WATER IN LIEU OF HP HW ILO KW KILOWATTS LEAVING AIR TEMPERATURE LINEAR FOOT LEAVING WATER TEMPERATURE LAT LF LWT MC MECHANICAL CONTRACTOR MANUFACTURER MOTOR OPERATED DAMPER NEW MFG MOD (N) NC NORMALLY CLOSED NATIONAL ELECTRIC CODE NOT IN CONTRACT NORMALLY OPEN NEC NIC NO OA OUTSIDE AIR OPPOSED BLADE VOLUME DAMPER ON CENTER OBD OC OSA OUTSIDE AIR RETURN AIR REQUIRED RA REQ'D REQ'MTS REQUIREMENTS SUPPLY AIR SQUARE FOOT (FEET) SA SF SP STATIC PRESSURE STAINLESS STEEL THROW-AWAY (TRANSFER AIR) TYPICAL SS TA TYP UNO UNLESS NOTED OTHERWISE WCO WALL CLEANOUT WRT WITH REGARD TO BY CONTRACTOR CW COLD WATER HWC HOT WATER RECIRC ABV ABOVE BFG BELOW FINISHED GRADE DOMESTIC WATER DOMESTIC HOT WATER DW DHW DN DOWN DHR DOMESTIC HOT WATER RECIRC COMBINATION FIRE/SMOKE DAMPER FURNISHED BY OWNER FSD FBO FCO FLOOR CLEANOUT FCT FOR CONTINUATION FD FIRE DAMPER RE: REFER TO: W/ WITH CO CLEANOUT (F) FUTURE FA FREE AREA FFI FOR FURTHER INFORMATION W/O WITHOUT NOTES 1. ALL SYMBOLS, ABBREVIATIONS, AND DESIGNATIONS ON LEGEND SHEET ARE NOT NECESSARILY USED ON THIS PROJECT. 2. THIS DRAWING SET CONSISTS OF DATA GENERATED, IN PART, BY OTHER PARTIES. NOT ALL SYMBOLOGIES AND NOTATION CONVENTIONS OCCURRING IN THIS DRAWING SET ARE NECESSARILY DEFINED ON THESE LEGENDS. CONSULT THE ENGINEER IN THE EVENT SYMBOLOGY OR NOTATION INTERPRETATION IS REQUIRED. RISER NUMBER - - - - - - - - CHILLED WATER DOMESTIC WATER HEATING WATER GAS WASTE AND/OR VENT PIPING RISER (MISC TYPES) STORM DRAIN SECONDARY STORM DRAIN DESIGNATION: PLAN SYMBOLS CONTROL PANEL/RADIANT MANIFOLD CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DIAGRAM CONTINUATION REFERENCE PLUMBING/HVAC RISER POINT OF NEW CONNECTION DUCT STATIC PRESSURE SENSOR ROOM PRESSURE SENSOR EMERGENCY POWER OFF SWITCH ACCESS PANEL SNOWMELT MANIFOLD SECTION CUT LETTER/SHEET SHOWN ON POINT OF DISCONNECTION - SP CO2 EPO P CO - - - P THERMOSTAT HUMIDISTAT REMOTE TEMPERATURE SENSOR T S H H B W H TC FS ROOF DRAIN FLOOR DRAIN FLOOR SINK HORIZONTAL CLEANOUT VERTICAL CLEANOUT DECK/ROOF DRAIN ABOVE PIPING DESIGNATIONS SNOWMELT SUPPLY SNOWMELT RETURN HEATING WATER SUPPLY (HIGH TEMP) HEATING WATER RETURN (HIGH TEMP) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER RETURN NATURAL GAS MEDIUM PRESSURE GAS HIGH PRESSURE STEAM HIGH PRESSURE CONDENSATE RETURN LOW PRESSURE STEAM LOW PRESSURE CONDENSATE RETURN REFRIGERANT SUCTION REFRIGERANT LIQUID DOMESTIC WATER DOMESTIC HOT WATER DOMESTIC HOT WATER (TEMP. SHOWN) DHW RECIRCULATION FIRE LINE PRESSURIZED WASTE PLUMBING VENT PIPE WASTE PIPE ACID WASTE PIPE STORM DRAIN PIPE STORM DRAIN OVERFLOW GREASE WASTE PIPE ACID VENT PIPE LIQUID PROPANE GAS SECONDARY DRAIN FLOOR COOLING SUPPLY FLOOR COOLING RETURN PROPANE GAS HEATING WATER SUPPLY (LOW TEMP) HEATING WATER RETURN (LOW TEMP) SOLAR HEATING WATER SUPPLY SOLAR HEATING WATER RETURN GROUND LOOP SUPPLY GROUND LOOP RETURN GROUND WATER SUPPLY GROUND WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN DRAIN PIPE FUEL OIL SUPPLY FUEL OIL RETURN GLYCOL FEED GREASE VENT MEDIUM PRESSURE STEAM MEDIUM PRESSURE CONDENSATE RETURN FUEL OIL VENT FUEL OIL FILL PUMPED CONDENSATE GEOTHERMAL (OR GROUND) LOOP SUPPLY GEOTHERMAL (OR GROUND) LOOP RETURN HEATING WATER RETURN (HEAT PUMP) HEATING WATER RETURN (HEAT PUMP) CLOSED CONDENSER SUPPLY CLOSED CONDENSER RETURN PROPANE DRAIN CONDENSER SUPPLY PLUMBING PIPING NON-SOFTENED DOMESTIC WATER CR CS CCR CCS GLR GLS CHR CHS HWR(HP) HWS(HP) GLR GLS GF HWR HWS HWR(LT) HWS(LT) HWR(HT) HWS(HT) FCR FCS SHWR SHWS SMS SMR PC MPR MPS LPS LPR HPR HPS PD D PG LPG MG G RS RL FOF FOV FOR FOS GWR GWS CW HW HWC NS +: GV SD ST GW AW AV V W PW ST(OF) F DS SOLID DRAIN PIPE STEAM & CONDENSATE PIPING HYDRONIC PIPING SP SUMP PUMP PR 203 PLUMBING SYSTEMS LEGEND ABOVE SEA LEVEL PROJECT ALTITUDE XXXX' ' ' ISSUE LOG KEY: # DATE ISSUE LOG PLUMBING SHEET INDEX TITLE P0.00 PLUMBING COVER SHEET 30% DD REVIEW SET 10.24.2014 ISSUED AS PART OF A SET ' ' NOT PART OF SET ' * ' ISSUED FOR INFORMATION ONLY ¥ ¥ P0.01 PLUMBING SPECIFICATIONS P1.01 PLUMBING SITE PLAN - NORTHEAST ¥ P1.02 PLUMBING SITE PLAN - NORTHWEST ¥ P1.03 PLUMBING SITE PLAN - SOUTHEAST P1.04 PLUMBING SITE PLAN - SOUTHWEST P6.01 PLUMBING DIAGRAMS AND SCHEDULES P6.02 PLUMBING DIAGRAMS AND SCHEDULES S:\BGProjects\9503.00 Fort Collins - Old Town Square Renovation\Cad\BGCE CAD\950300P000.dwg Printed By: eng-acr October 23, 2014 - 4:55pm LC-XXX Fort Collins, CO 80524 PROJECT INFORMATION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions 10/24/14 9503.00 30% DD REVIEW SET CONSULTANTS Renovation Project COPYRIGHT 2014 B G ANZE EAUDIN (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 (307) 739-3944 Vail: Denver: Fort Collins: Albuquerque: Jackson: www.bgce.com PLUMBING COVER SHEET P0.00 JAC REE 160 mA @ 12-24 VAC/VDC WIRES None (TOUCH SCREEN) SIZE 5.06” H x 3.50” W x 0.69” D (12.85 cm x 8.89 cm x 1.75 cm) MOUNTING Single-Gang Low Voltage Switch Box or Ring MOUNTING HEIGHT (recommended) 60 in (152 cm) PORTS 2 nLight Bus Ports (RJ-45) INPUT CURRENT / VOLTAGE 60 mA @ 12-24 VAC/VDC WIRES None (POWER SUPPLY) SIZE (not including ½” chase nipple) 3.00” H x 2.25” W x 1.88” D (7.62 cm x 5.72 cm x 4.78 cm) MOUNTING ½” knockout OPERATING VOLTAGE PS 250: 120-277 VAC PS 150 347: 347 VAC OUTPUT POWER 4W ~166 mA@ 24 VDC (PS 250) ~250 mA@ 15 VDC (PS 250) (note ~150 mA @ 15 VDC for dual 36FRQ¿JXUDWLRQ WIRES 18 AWG (2) & 20 AWG (2) ENVIRONMENTAL SPECS OPERATING TEMP 14º to 160º F (-10º to 71º C) RELATIVE HUMIDITY 20 to 90% non-condensing ROHS COMPLIANT / SILICONE FREE OTHER 5 Year Warranty Assembled in the U.S.A. There are four RJ-45 ports on the Gateway 2 Control Unit. One is an Ethernet port and assigned an IP address on the building’s Ethernet network where SensorView is ORFDWHG7KLV,3DGGUHVVFDQEH¿[HGRUDVVLJQHGG\QDPLFDOO\XVLQJ'+&32QHRI the ports is reserved for the connection to the Gateway 2 Touch Screen. The other two ports are available for connection to Bridges or a local lighting zone. Note: SensorView Software registration key is bundled with purchase of Gateway. 3 4 5 6 4 5 6 7 1 2 1 2 3 5 6 7 1 234 nGWY2 GFX SENSORVIEW nBRG 8 nBRG 8 nBRG 8 LAN nGWY2 CTRL nGWY2 GWY2 GFX 1 2 3 1RUWKURS5RDG:DOOLQJIRUG&73$66,9();ZZZVHQVRUVZLWFKFRP WARRANTY: Sensor Switch, Inc. warrants these products to be free of defects in manufacture and workmanship for a period of 60 months. Sensor Switch, Inc., upon prompt notice of such defect, will, at its option, provide a Returned Material Authorization number and repair or replace returned product. LIMITATIONS AND EXCLUSIONS: This Warranty is in full lieu of all other representation and expressed and implied ZDUUDQWLHV LQFOXGLQJ WKH LPSOLHGZDUUDQWLHVRIPHUFKDQWDELOLW\ DQG ¿WQHVV IRU XVH DQG XQGHU QR FLUFXPVWDQFHV VKDOO6HQVRU Switch, Inc. be liable for any incidental or consequential property damages or losses. TN-707-02 Revised 12.05.2012 © 2012 Sensor Switch INSTALLATION WIRING (DO NOT WIRE HOT) DESIGN / OPERATION NOTES Screw Holes Reset Button Power Status LED The nGWY2 CTRL and nGWY2 GFX units are powered via a PS 250 power supply wired via each unit’s power terminal connectors. Note: For 347 VAC powering, dual PS 150 347 power supplies are provided. Be sure to connect the red power output wires from the PS 150 347 supplies together and then wire to both the nGWY2 GFX and nGWY2 CTRL units. Control Unit and Power Supply 1. Mount both power supplies to a 4” x 4” square junction box (through a 1/2” knockout) 2. Connect the supplys’ class 1 line voltage wires 3. Mount nGWY2 CTRL unit to top of same junction box 4. Connect the power supplys’ class 2 low voltage wires to the nGWY2 CTRL’s terminal connectors (polarity insensitive) 5. 8QLW¶V/('VZLOOÀDVKLQGLFDWLQJSRZHUXS Series 2 nLight Gateways (nGWY2) can operate under the same SensorView as Series 1 nLight Gateways (nGWY) )RUZDUGLQJRI2Q'HPDQGSUR¿OHVLVVXSSRUWHGEHWZHHQnGWY2 devices only. Global channels are supported by nGWY2 managed devices only. &RQ¿JXUDWLRQDQGWLPHEDVHGFRQWURORIQ:L)LGHYLFHVLVVXSSRUWHGE\nGWY2 only SensorView version 7.x.x or newer is required for nGWY2 QRWHXSJUDGLQJWR6HQVRU9LHZ[[ZLOODOVRUHTXLUHD¿UPZDUHXSGDWHRQDOOGHYLFHV for compatibility). A Gateway Touch Screen (nGWY2 GFX) can not be substituted for a Graphic WallPod (nPOD GFX), and vice versa. nGWY2 CTRL PS 150 1 2 3 RED BLK N BLK WHT BLK WHT H PS 150 347 PS 150 347 BLK RED CAT-5 Low Voltage Line Voltage BLK RED nGWY2 GFX nGWY2 CTRL BACK FRONT NLIGHT NETWORK PORTS (RJ-45) POWER TERMINALS Gateway Touch Screen 1. Before mounting Gateway Touch Screen (nGWY2 GFX), connect Class 2 low voltage wires from power supplies to unit’s power terminal connections (polarity insensitive) 2. Verify unit has power by observing screen and/or LED 3. Connect CAT-5 cable(s) from nGWY2 CTRL to one of the RJ-45 port(s) on rear of nGWY2 GFX unit 4. Verify units are communicating (indicated by on-screen blinking heart icon) 5. Mount unit to standard single gang switch box (screws provided) 6. Pressing reset button twice is equivalent to repowering unit Note - to reset touch screen calibration, press reset button (located on left side of unit) three times to restart unit in screen-calibration mode 1 2 3 RED BLK N PS 250 BLK WHT Low Voltage Line Voltage H CAT-5 nGWY2 GFX nGWY2 CTRL 120-277 VAC Wiring 347 VAC Wiring NLIGHT: GATEWAY SERIES 2 CLOCK AND NETWORK INTERFACE CONTROLLER CONTROL NARRATIVE All luminaires in the square will be controlled using a simple and cost effective dimming system. The control system will be capable of providing on/off and continuous dimming. The luminaires will be able to be controlled from a wall station in the Downtown Development Authority ofﬁ ces and from an authorized smart phone or tablet device using a secure WiFi internet connection. LIGHTING NARRATIVE A quality lighting system is a critical design element which supports visitors’ enjoyment of the nighttime environment while enhancing safety and security. The various areas of Old Town Square will have unique visual needs and the lighting must be ﬂ exible enough to be able to respond to those needs. Putting light where and when it is needed will improve the visual quality while reducing lighting energy consumption. When people can see better at night, they frequently report that an area feels safe. Achieving this goal requires that the lighting system provide the correct lighting levels, minimize glare, balance surface brightness and enhance landscape features. A quality lighting design will use layers of ambient, task and accent lighting and combine those layers at varied levels as the program requires. It cannot be understated that while light levels are important, glare control and use of good color rendering light sources play important roles in successful nighttime lighting in public spaces. A successful lighting design relies on balanced brightness between luminaires and surfaces coupled with appropriate contrast of light and dark, contributes to creating a warm, welcoming, and secure place, complements the landscape design, creates focus on feature elements, and deﬁ nes the circulation paths. The luminaires selected will be used in concert to achieve the desired effect. Ambient and Task Lighting: Ambient and task illumination is provided by various techniques and luminaires. - Attached to poles, warm white LED festoon lighting (type F1) is strung above the event space, at the central ﬁ replace and along the Whitten Court Alley. These continuous strings of low-wattage bulbs will provide a warm and welcoming environment, an element of sparkle and provide some visual deﬁ nition of place. - Warm white LED adjustable area lights (type F3A) are mounted to the systems poles in the event space to provide soft, wide pools of light on the ground for circulation and task illumination, while remaining a discrete element in the square. The same luminaires (type F6) are mounted to poles at the central kiosk and cafe seating at the south end of the square for general illumination. - South of the event space, decorative warm white LED pole luminaires (type F8) are mounted in the existing planters, providing illumination for circulation. The luminaires have no uplight to help minimize light pollution and are transitional or traditional in style to complement the surrounding historic architecture. - When the stage is not being lighted by theatrical lighting during events, surface mounted warm white LED downlights (type F5) are located on the canopy structure for ambient illumination. Accent Lighting: Featuring some of the landscape and architectural elements with light enlivens the park at night. Different levels of brightness will create a visual hierarchy, supporting the focal points of the design. - Existing trees in raised planters are highlighted using adjustable power pipe mounted warm white LED landscape lights (type F4). Lighting the tree canopies in this way helps increase the sense of brightness and security along the circulation paths. - Linear warm white LED tape light (type F9) is concealed under the stone caps of the planters and seat walls to illuminate them and the ground below. This halo lighting effect encourages passage through the square, providing vertical brightness and interest along the walking path. The same tape light is used under the stairs at the stage to create a ‘ﬂ oating’ appearance’ and help enhance this focal point in the square. - Key features and elements of the historic building facades are highlighted using warm white linear LED grazing luminaires (type F2). Discussions with the building owners will be required to coordinate the power and mounting needs. - The ‘Old Town Square’ signs on the low walls at the two ends of the square are highlighted using warm white LED tape light (type F7) mounted under the stone caps providing a wash of light vertically onto the letters. Events For special events or during holidays gobos are projected into the event space with adjustable LED luminaires (type F3B). The light can be warm white or color changing. The luminaires are mounted to the system poles along with the general area lights. Security All proposed lighting will be dimmable to create various levels of light throughout the evening hours. The illumination level can be increased after businesses close to encourage pedestrian disbursement and assist with law enforcement. Decorative elements of the lighting design can be switched off after hours, saving energy, while keeping key luminaires on for general circulation illumination. Autotransformer type. 70 and 100 watt MH units are available only with High Power Factor High Reactance type ballast. All Mercury Vapor (MV) ballasts are High Power Factor Constant Wattage Autotransformer (CWA) type. FINISH The luminaire is finished with polyester powder paint applied after a seven stage pretreatment precess to insure maximum durability. UL LISTING The luminaire is UL listed as suitable for wet locations at a maximum 40 degrees C ambient temperature. EAGLE FINIAL BALLAST TYPE (MOGUL BASE) 050HP = 50W HPS 070HP = 70W HPS 100HP = 100W HPS 15AHP = 150W 55V HPS 175MH = 175W MH 100MV = 100W MV 175MV = 175W MV 250MV = 250W MV BALLAST TYPE (MEDIUM BASE) 50DHP = 50W HPS 70DHP = 70W HPS 10DHP = 100W HPS 15DHP = 150W 55V HPS 70DMH = 70W MH (NOT AVAIL. W/ 480V) 10DMH = 100W MH (NOT AVAIL. W/ 480V) 17DMH = 175W MH An cuityBrandsCompany LEADER IN LIGHTING SOLUTIONS 214 OAKWOOD AVENUE - NEWARK, OHIO 43055 THIS DRAWING, WHEN APPROVED, SHALL BECOME THE COMPLETE SPECIFICATION FOR THE MATERIAL TO BE FURNISHED BY HOLOPHANE ON THE ORDER NOTED ABOVE. A UNIT OF SIMILAR DESIGN MAY BE SUPPLIED, BUT ONLY AFTER APPROVAL BY THE CUSTOMER IN WRITING. ON POLE ORDERS AN ANCHOR BOLT TEMPLATE PRINT WILL BE SUPPLIED WITH EACH ANCHOR BOLT ORDER TO MATCH THE POLE PROVIDED. THIS PRINT IS THE PROPERTY OF HOLOPHANE AND IS LOANED SUBJECT TO RETURN UPON DEMAND AND UPON EXPRESS CONDITION THAT IT WILL NOT BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO OUR INTERESTS, AND ONLY IN CONNECTION WITH MATERIAL FURNISHED BY HOLOPHANE. ARCHITECTURAL OUTDOOR ORDER #: OPTIONS PS = PROTECTED STARTER FOR HPS UNITS ONLY H = PHOTOCONTROL RECEPTACLE T = BOTH NEMA TWISTLOCK RECEPTACLE AND PROTECTED STARTER TOGETHER (HPS UNITS ONLY) APP'D: DATE: 04-29-03 DRAWN: BHH TYPE: FINIAL N = NONE C = 3" CLEAR S = 5" STANDARD F = FLOWER B = BALL E = EAGLE P = PAWN DECORATIVE S = SYRACUSE TOP WITH RIBS AND BANDS TRIM FINISH U = NO TRIM USED B = BLACK Z = BRONZE G = GOLD N = GREEN A = AS SPEC. SLIPFITTER FOR NOMINAL 3" DIA. TENON SET SCREWS ORDERING INFORMATION HOUSING COLOR B = BLACK Z = BRONZE N = GREEN A = AS SPEC GVU VOLTAGE 12 = 120 VOLT 20 = 208 VOLT 24 = 240 VOLT 27 = 277 VOLT 34 = 347 VOLT 48 = 480 VOLT MT = MULTITAP (120, 208 240, 277 VOLT) SCALE: N/A DRAWING NO: US-3476 FINIAL CLEAR STANDARD FINIAL FINIAL BALL FLOWER FINIAL 15-3/4" PRISMATIC GLASS REFLECTOR ELECTRICAL MODULE WITH TWISTLOCK RECEPTACLE (OPTIONAL) PRISMATIC GLASS REFRACTOR CAST ALUMINUM RIBS SPUN COVER WITH LUNAR OPTICS UTILITY SYRACUSE SERIES LUMINAIRE Maximum weight - 47 lbs Maximum effective projected area - 1.38 sq. ft. Specifications LUNAR OPTICS OPTICAL TYPE 6 = IES TYPE II DIST. WITH LUNAR OPTICS (IES) CUTOFF 7 = IES TYPE III DIST. WITH LUNAR OPTICS (IES) CUTOFF 8 = IES TYPE V DIST. WITH LUNAR OPTICS (IES) CUTOFF TM OPTIC SET SCREW 55QL12B 6S CB 055QL = 55W INDUCTION (120, 230 VOLT) 085QL = 85W INDUCTION (120, 230 VOLT) 165QL = 165W INDUCTION (200, 240 VOLT) 1058193 C1 TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS 21⁄64 " 21⁄64 " 7⁄16 " 3⁄16 " Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com TYPE: PROJECT: CAT: FEET: Static IP68 LED tape light strip emits sharp, pure color for unique effects in outdoor niche, cove and architectural applications PROFILES LED DATA WATTAGE LED LIFE* / COLOR TEMP VIEWING ANGLE Tivotape SB 3.0 Outdoor Tapelight 0.085W per LED 40,000 hrs Delux Warm White 2400°K +/-100°K Delux Warm White 2700°K +/-100°K Warm White 3000°K +/-100°K Neutral White 3500°K +/-100°K 120° *LEDs operate at 70% of LED manufacturers maximum current spec rating SPECIFICATIONS TIVOTAPE SB 3.0 WATT OUTDOOR TAPELIGHT EFFICACY LM/WT CRI LM/FT WT/FT Delux Warm White 2400°K 55.00 75.7 165 3.0 Delux Warm White 2700°K 47.34 79.4 142 3.0 Warm White 3000°K 49.00 80.5 147 3.0 Neutral White 3500°K 57.34 79.8 172 3.0 Items in bold denote Title 24 High efficacy rating. Measurements are based on 24V DC power design calculations will vary based on power supply and run lengths 1. Spacing−LED spacing: 21 /64” OC 2. LEDs−36 LEDs per foot 3. Mounting−Includes installation-ready 3M tape adhesive for simplified installation directly to mounting channel or application surface 4. Installation−Optional clear Polycarbonate and Aluminum Channels (for damp weather protected areas only) may be used separately or with decorative, protective covers 5. End Preps−Factory attached end preps available (see Page 2) 6. Field Trimmable−2” cuttable sections (See page 3 for cut zones) 7. Power Supply−Listed Class II 24V DC power supply required 8. Listing−cETLus listed file #4008134 9. Compliance−ROHS compliant 10. Warranty−3 year warranty TIVOTAPE SB 3.0 OUTDOOR TAPELIGHT ORDER SPECIFICATION GUIDE EXAMPLE: TPL-SB-3.0-O-24-C-24 PRODUCT CODE INTENSITY WATTAGE INSTALL LED COLOR CONTINUOUS VOLTAGE REQUIRED POWER SUPPLY TPL – SB – 3.0 – O –– C24 + PSU TivotapeTM SB=Standard Brightness 3.0 =3.0 watts per foot O=Outdoor IP66 24 = Delux Warm White (2400°K +/-100°K) C = Continuous 24=24V DC See power supply & dimmer selection guide on page 4 27 = Delux Warm White (2700°K +/-100°K) 30 = Warm White (3000°K +/-100°K) 35 = Neutral White (3500°K +/-100°K) FEATURES • Flexible flat conductor strip with closely spaced LEDs encased in rectangular IP68 molded jacket allows for wide range of installation possibilities • Ideal for exterior cove, under-bar/cabinet, landscape lighting accents • Sold per foot manufactured in continuous lengths and shipped manufactured to specified lengths with factory attached end preps • Max continuous lengths: up to 22’ per run • Smooth 0% to 100% range dimming capability with commercially available 0V-10V dimming protocol or MLV (magnetic) and ELV (electronic) low voltage dimming control. (See page 4) Copyright © 2014 Tivoli 08.22.14−Page 1 of 4 REQUIRED POWER SUPPLY OPTIONS ADNM-120-1-4-24-D ADNM-240-2-4-24-D ADNM-320-3-4-24-D JTH-100-1-4-24-D JTH-100-1-4-24-D JT-300-3-4-24-D JTH-300-3-4-24-D MT-100-1-4-24-D MW-120-1-4-24-D See power supply specifications for more information OPTIONAL DIMMERS N-600 NH-600 N-1000 NH-1000 DIM-OT-1-4-D See power dimming specifications for more information IP68 TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com WIRING END PREP OPTIONS TPL-SB-3.0-O-LEAD-C Lead/Dead End 24” 2 conductor 18ga jacketed lead wire factory attached to one end of tape with field trimmable dead end at other. Sold per each. TPL-SB-3.0-O-LEAD-D Lead/Lead 24” 2 conductor 18ga jacketed lead wire factory attached to both ends of tape. Sold per each. TPL-SB-3.0-O-XEP Extra lead wire Additional factory attached jacketed lead wire to extend lengths of LEAD-C and LEAD-D up to 20ft max. Sold per foot (not shipped as spooled wire). TPL-SB-3.0-O-CONN 18ga UL wet listed butt connectors. Used to interconnect factory attached lead wires. Sold per each (2 each required per connection). L PL Copyright © 2014 Tivoli 08.22.14−Page 2 of 4 MOUNTING ACCESSORIES 5/8” 3/4” 5/8” 1 / 2 ” 7/16” 1/2” 7/16” 1/2” TPL-O-45-MCH-8 Tivotape 45˚ Mounting Channel. White PVC in 8’ length 3/4 " 1/2 " 11/16 " 5/16 " TPL-I-MCHAN-8 Mounting Channel Clear Polycarbonate in 8’ lengths. Can be used as Tivotape Mounting Channel with tape mounted directly ALUMINUM CHANNELS WITH BASE AND COVER (FOR DAMP WEATHER PROTECTED AREAS ONLY) TPL-AL-CHAN-1-6 AL Series Aluminum Channel with Mounting Carrier Base and Domed Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-1-EC1 End Cap with no hole TPL-AL-CHAN-1-EC2 End Cap with hole TPL-AL-CHAN-1-LNSC Lens, Clear TPL-AL-CHAN-1-LNSF Lens, Frosted TPL-AL-CHAN-1-LNSO Lens, Opal TPL-AL-CHAN-2-6 AL Series 45° Aluminum Channel with Narrow Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-2-MCLP Mounting Clip TPL-AL-CHAN-2-EC1 End Cap with no hole TPL-AL-CHAN-2-EC2 End Cap with hole TPL-AL-CHAN-2-LNSC Lens, Clear TPL-AL-CHAN-2-LNSF Lens, Frosted TPL-AL-CHAN-2-LNSO Lens, Opal TPL-AL-CHAN-3-6 AL Series small square profile Aluminum Channel with Flush Lens. Available in 6 ft standard lengths TPL-AL-CHAN-3-MCLP Mounting Clip TPL-AL-CHAN-3-EC1 End Cap with no hole TPL-AL-CHAN-3-EC2 End Cap with hole TPL-AL-CHAN-3-LNSC Lens, Clear TPL-AL-CHAN-3-LNSF Lens, Frosted TPL-AL-CHAN-3-LNSO Lens, Opal TPL-AL-CHAN-4-6 AL Series Recessed Profile Aluminum Channel with Flush Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-4-EC1 End Cap with no hole TPL-AL-CHAN-4-EC2 End Cap with hole TPL-AL-CHAN-4-LNSC Lens, Clear TPL-AL-CHAN-4-LNSF Lens, Frosted TPL-AL-CHAN-4-LNSO Lens, Opal TPL-INF-C-CHAN-8 Clear TPL-INF-F-CHAN-8 Frosted Infinity Mounting Channel 8’ standard lengths, two piece channel is recommended for uneven mounting surfaces or for adding protection from physical access. TPL-INF-EC Infinity Channel End Cap 5/16 " 5/8 " 5/8 " NOTE: Reverse channels for Outdoor Tivotape™. Install Tivotape™ in Cover Channel. Cover for Outdoor Base for Outdoor TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com LIGHT SOURCE MAX CONTINUOUS RUN LENGTH* All color temperatures 22 ft PRODUCT SPECIFICATION GUIDE MTBF Mean Time Between Failures (MTBF) for LEDs: While Tivoli utilizes LEDs provided by industry leading vendors, these are electrical components with calculated manufacturers mean time between failures (MTBF). MTBF is rated as the average point at which ½ of color LEDs will lose 50% of their original brightness. MTBF for White LEDs is based on when ½ are reduced to 70% of their original brightness. Typically, LED product failures occur within fixture construction, interdependent component failure, or operation under adverse conditions. Tivoli operates LEDs at a derated current to insure that LED MTBF values are based on product fixture construction and real application standards. Still, conditions such as excessive voltage, vibration, heat, and other adverse conditions may negatively effect the life of LEDs. Copyright © 2014 Tivoli 08.22.14−Page 4 of 4 RECOMMENDED POWER SUPPLIES CAT NO APPLICATION PRIMARY AND SECONDARY VOLTAGE TOTAL WATTAGE / AMPERAGE PER BREAKER LISTING DIMENSIONS ELECTRONIC OR AC MAGNETIC DIMMABLE (Y OR N; TYPE) ADNM-120-1-4-24-D Outdoor 120-277V AC / 24V DC 96W / 1X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F ADNM-240-2-4-24-D 120-277V AC / 24V DC 192W / 2X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F ADNM-320-3-4-24-D 120-277V AC / 24V DC 288W / 3X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F JT-100-1-4-24-D Indoor/ Outdoor 120V AC / 24V DC 96W / 1X4A CETLUS 4.25”W X 11.00”L X 4.00”D Magnetic Y: A, C & E JTH-100-1-4-24-D 277V AC / 24V DC 96W / 1X4A CETLUS 4.25”W X 11.00”L X 4.00”D Magnetic Y: B & D JT-300-3-4-24-D 120V AC / 24V DC 288W / 3X4A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: A, C & E JTH-300-3-4-24-D 277V AC / 24V DC 288W / 3X4A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: B & D MT-100-1-24-DD 120-240, 277V AC 96W / 1X4A CULUS 8.50”W X 16.00”L X 4.50”D Electronic Y: SELF DIMMING MW-120-1-4-24-D 120-277V AC / 24V DC 96W / 1X4A UL/CE 8.66”W X 2.67”L X 1.53”D Electronic Y: F DIMMERS SELECTOR DIMMER TYPE CONTROL SIGNAL INPUT VOLTAGE OUTPUT VOLTAGE MAX LOAD BREAKER RATING DIMENSIONS A N-600 AC Magnetic N/A 120V AC 120V AC 450W N/A Recessed Single Gang Box B NH-600 AC Magnetic N/A 277V AC 277V AC 450W N/A Recessed Single Gang Box C N-1000 AC Magnetic N/A 120V AC 120V AC 800W N/A Recessed Dual Gang Box D NH-1000 AC Magnetic N/A 277V AC 277V AC 800W N/A Recessed Dual Gang Box E N-1500 AC Magnetic N/A 120V AC 120V AC 1200W N/A Recessed Dual Gang Box F DIM-OT-1-4-D Control Interface 0-10V DC 24V DC 24V DC 96W 4A* 7"L X 1½"W X ¾"H *DIM-OT applications require 1 each DIM-OT per 4 amp circuit DIM-OT is a full range control interface that receives dimming signal from various controllers (0-10V DC). Consult factory for more information. *Max continuous run based on 3.0A max load TIVOLI 24V DC POWER SUPPLY Standard UL listed J-Box by Others Primary Wiring Input Wiring from Transformer to J-Box must be to Class II standards. Refer to NEC and local code requirements. Tivotape HOLOPHANE: GVU-55QL-12-B-7-S-C-B WITH POLE FW1722-CIS/BK QUANTITY = 15 TIVOLI: TPL-SB-3.0-O-30-C-24 WITH TPL-I-MCHAN-8 WITH ADNM-120-1-4-24-D WITH DIM-OT-1-4-D QUANTITY = TO BE CONFIRMED, ALLOW 750FT HOLOPHANE® | Outdoor Lighting DECORATIVE | Historical Style Posts 135 DECORATIVE Product Catalog BF 2 POLE STYLE B BF BL C CH CP CO D DW FM FW H K M MR NO NP NY OS P PT RF RH S SP W 8S420 3 POLE/BASE SIZE See Charts Z 1 PACKAGE Z CA 4 MATERIAL CA CI CIS BKH 5 FINISH BKH DGH DBH CMH CSH FG-SXXH 6 OPTIONS/ACCESSORIES FG-SXXH FGIUS-SXXH FGIUL-SXXH RB/GFI/WPC How to Construct a Catalog Number Example: Ordering Information Cast Aluminum, Cast Iron, Cast Iron & Steel STEP 1: PACKAGE STEP 2: POLE STYLE STEP 2: POLE STYLE STEP 2: POLE STYLE STEP 2: POLE STYLE STEP 4: MATERIAL CA Cast aluminum CI Cast iron CIS Cast iron and steel STEP 5: FINISH BKH Black DGH Dark green DBH Dark bronze CMH1 Custom color CSH1 RAL number 1 Special order FG-SXXH Receptacle with wet location while cover closed FGIUS-SXXH Receptacle with small, in-use wet location cover FGIUL-SXXH Receptacle with large, in-use wet location cover RB/GFI/WPC Receptacle with weatherproof box and cover for use in base Catalog Number Information Z 1 Complete pole package including anchor bolts 1 To order without any anchor bolts omit the Z prefix STEP 6: OPTIONS AND ACCESSORIES Cast Aluminum Only BF Bradford BL Burlington CH Charleston CO Colorado DW Dunwoody FM Freemont K Kentwood M Mount Vernon MR Manchester NO Norwich OS Oslow P Plymouth PT Princeton RH Rockford Harbor S Salem SP Southport W Wadsworth Cast Iron Only NP Nicoma Park SA San Antonio WP Winter Park Cast Aluminum and Cast Iron B Barrington CP Chesapeake H Hamilton NY North Yorkshire Cast Iron and Cast Iron & Steel C Columbia D Delaware FW Fort Washington NY North Yorkshire RF Ridgefield Park BBFBL CH See the charts on pages 133-131 CP CO DW FM HKW MR M NY NO OS P For ordering information on the decorative composite and concrete pole options, contact your local Holophane factory sales representative Notes: Orientation sheets must be filled out on receptacles and signed by the distributor For compatible cross-arms and postop luminaires, see “decorative brackets and crossarms for postop luminaires” For compatible signage, see “signage for decorative posts” section For banner arms, finials, flagpole holders, ladder rests, custom cast logos, and ground fault interrupter weather proof receptacles, see “accessories for decorative cast aluminum, cast iron, and cast iron and steel posts” section Cast Aluminum PT (fluted) PT (smooth) RH SSPW Cast Aluminum Continued CDFW NY RF Cast Iron and Steel B C CP D FW H NP NY RF SA WP Cast Iron STEP 3: TOP TYPE/DIMENSIONS HOLOPHANE® | Outdoor Lighting DECORATIVE | Historical Style Posts 139 DECORATIVE Product Catalog Cast Iron and Cast Iron & Steel STEP 3: TOP TYPE/DIMENSIONS Catalog Number Information STEP 3 WEIGHT CAT. NO. HEIGHT KG (LBS) 16” Base 816R7 7’11” 135 (297) 1016R7 9’11” 148 (327) 20” Base 1220R7 11’11” 221 (488) 17” Base 617 5’8” 127 (279) 717 6’8” 137 (302) 917 9’2” 174 (384) 1217 11’8” 214 (472) 20” Base 1020 9’6” 197 (434) 1220 12’ 237 (522) 1320 13’2” 266 (587) 1520 14’6” 277 (610) 24” Base 1024 9’6” 239 (526) 1224 12’ 279 (614) 1324 13’2” 308 (679) 1524 14’6” 318 (702) 18” Base 918 8’6” 151 (332) 1218 12’ 173 (381) 1418 14’ 247 (545) 20” Base 920 8’6” 174 (383) 1020 12’ 195 (431) 1220 14’ 269 (594) 15” Base 515 4’8” 95 (279) 615 5’8” 106 (302) 815 8’2” 143 (384) 1115 10’8” 183 (472) 1215 11’10” 212 (468) 1315 13’2” 222 (491) Fluted Tapered, 18” Base 618 6’ 168 (370) 718 7’ 178 (393) 1018 9’6” 215 (475) 1218 12’ 255 (563) 1318 13’2” 285 (628) 1518 14’6” 295 (651) Fluted Tapered, 22” Base 1022 9’10” 269 (592) 1222 12’4” 309 (681) 1422 13’6” 338 (745) 1522 14’10” 349 (769) Octagonal Tapered, 18” Base 12E18 11’9” 225 (496) Octagonal Tapered, 22” Base 12E22 12’1” 279 (674) STEP 3 WEIGHT CAT. NO. HEIGHT KG (LBS) 16” Base 1016 10’ 167 (369) 1216 12’ 186 (409) 1416 14’ 204 (449) 15” Base 1015 9’6” 122 (269) 17” Base 717 6’6” 134 (296) 817 7’6” 145 (319) 1017 10’ 182 (401) 1317 12’6” 222 (489) 1417 13’8” 251 (554) 1517 15’ 262 (577) 20” Base 1120 10’6” 204 (450) 1320 13’ 344 (538) 1420 14’2” 274 (603) 1620 15’6”” 284 (626) Fluted Tapered, 16” Base 516 5’ 134 (296) 616 6’ 145 (319) 916 8’6” 182 (401) 1116 11’ 222 (489) 1216 12’2” 251 (554) 1416 13’6” 262 (577) Octagonal Tapered, 16” Base 11E16 10’9” 192 (423) 19” Base 1219 12’3” 248 (546) Octagonal, 18” Base 1118R7 11’ 222 (489) Octagonal, 20” Base 1220R7 12’ 309 (681) B | Barrington STEP 3: TOP TYPE/DIMENSIONS STEP 3 WEIGHT CAT. NO. HEIGHT KG (LBS) 17” Base S 1217 11’8” 123 (271) 1317 12’10” 129 (285) 1417 14’2” 134 (296) 1717 12’ 146 (321) 20” Base 1220 12’ 146 (321) 1320 13’2” 152 (335) 1520 14’6” 152 (335) 1720 17’ 156 345) 2020 20’ 168 (370) 2220 21’10” 186 (410) 24” Base 1224 12’ 166 (365) 1324 13’2” 166 (365) 1524 14’6” 176 (389) 1724 17’ 187 (413) 2024 20’ 199 (438) 2224 21’10” 206 (454) 15” Base 1115 10’8” 102 (224) 1215 11’10” 108 (238) 1315 13’2” 112 (248) 1615 15’8” 123 (272) 1915 18’8” 135 (297) 2115 20’6” 142 (313) F 18” Base 1218 12’ 164 (361) 1318 13’2” 170 (375) 1518 14’6” 175 (385) 1718 17’ 186 (409) 2018 20’ 197 (434) 2218 21’10” 204 (450) 22” Base 1222 12’4” 234 (515) 1422 13’6” 240 (529) 1522 14’10” 244 (539) 1722 17’4” 255 (563) 2022 20’ 266 (587) 2222 22’2” 274 (604) N 17” Base 1317 12’6” 121 (266) 1417 13’8” 127 (280) 1517 15’ 132 (290) 1817 17’6” 142 (314) 2117 7’6” 154 (339) 20” Base 1320 13’ 153 (337) 1420 14’2” 159 (351) 1620 15’6”” 164 (361) 1820 18’ 175 (385) 2120 21’ 186 (410) 2320 22’10” 193 (426) R 16” Base 1116 11’ 131 (289) 1216 12’2” 137 (303) 1416 13’6” 142 (313) 1616 16’ 153 (337) 1916 19’ 164 (361) 2116 20’10” 171 (377) C | Columbia D | Delaware W | Fort Washington NY | North Yorkshire F | Ridgefield C | Columbia CP | Chesapeake D | Delaware FW | Fort Washington H | Hamilton NP | Nicoma Park NY | North Yorkshire RF | Ridgefield SA | San Antonio WP | Winter Park TM21 L70 Life: 60,500 hours Drive Current: 350mA Optic: Proprietary Awen™ Optic Lens: Diffused Power Supply: 110V-277V LED Driver: 1 Dimmable TRC-075S210DT BUG Rating: B0U1G1 IP Rating: IP66 Weight: 170 lbs (complete assembly) 800.521.2546 269.381.3455 fax 431 Lawndale Avenue, Kalamazoo, MI 49048 www.landscapeforms.com specify@landscapeforms.com Alcott Light Distribution and Spacing Alcott meets or exceeds the IESNA DG-5 standard for Park walkways, Class I bikeways, and Residential sidewalks at 80' pole spacing, Intermediate sidewalks at 60' pole spacing, and Commercial sidewalks at 50' pole spacing. Alcott, at 50' pole spacing, also meets the “Special Conditions” criteria where increased vertical illuminance levels are needed for safety by improving facial recognition. Outside of North America, Alcott meets CIE-136-2000 standard for Residential parks at 60' pole spacing, and City Center/Arcades at 50'. Concord Alcott Pedestrian Lighting Dimensions 21" 144" 12" Type 3 2 fc 0.5 fc 0.1 fc Grid spacing equals pole height Alcott Type Structure: Housing 5 and cabinet are cast aluminum, pole is aluminum extrusion. Lamp: 96 Cree XP-E TM21 L70 Life: 60,500 hours Drive Current: 350mA Optic: Proprietary Awen™ Optic Lens: Diffused Power Supply: 110V-277V LED Driver: 2 Dimmable TRC-075S210DT BUG Rating: B2U1G1 IP Rating: IP66 Weight: 170 lbs (complete assembly) 2 fc 0.5 fc 0.1 fc Grid spacing equals pole height RoHS COMPLIANT 1468 1101 730 367 1563 1172 782 391 ARCHITECTURAL AREA LIGHTING ® | 1 | Providence® MicroCore™ – Large Housing PROL ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. | City of Industry | CA 91745 P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2014 June 2014 TYPE JOB TYPE NOTES • DLC Qualified • Reliable, uniform, glare free illumination • Types II, III, IV, V and custom distributions 1. LIGHT ENGINE MicroCore Precision aimed optics T2-56LED T3-56LED T4-56LED T5-56LED TL-56LED TR-56LED 2. COLOR TEMPERATURE 3K 4K 5K 3. DRIVE CURRENT 700 450 Light Engine CCT Drive Current Color Options Controls Mounting SPECIFICATIONS • 3000K, 4200K, 5100K CCT • 0-10V dimming ready • Integral surge suppression • LifeShield™ thermal protection • 13 standard powder coat finishes • Upgrade Kits FEATURES 4. COLOR AWT CRT BLK MAL MTB MDG DGN ATG DBZ LGY WRZ RAL/PREMIUM COLOR BRM CUSTOM COLOR VBL 5. OPTIONS SPK (Decorative spike) BPS (Struts painted brass) LDL (Lightly diffused lens. ) CLR (Clear ﬂat lens) HSS (House side shield) PFN (Finial painted brass) EPA-C (Egress-Contemporary) EPA-T (Egress-Traditional) PCA-C (Rotatable photocell-Contemporary) PCA-T (Rotatable photocell-Traditional) PT4 (Post top ﬁtter for a 4"/100mm O.D. pole) 6. CONTROL WIH (Integral HBA w iHUBB IFM transceiver and antenna) SCP9 (Programmable motion control, factory default is 50%) 7. MOUNTING Standard conﬁguration slips over a 5” DIA open top pole or may choose one. Wall Mount Arm WMA55 WMA56 Pole Mount Arm TRA55 SLA1 TRA56 SLA1-2 Pier Mount PM1 PM2 PM3 ORDERING INFORMATION • Diameter: 23.6” / 599 mm • Height: 38.95” / 989 mm • Weight: 47 lbs • EPA: 1.33 • IP Rating: 65 MODEL PROL 1 2 3 4 5 6 7 18.7 in / 475 mm 31.5 in / 800 mm 23.6"/599mm 38.95/989mm | 2 | Providence® MicroCore™ – Large Housing PROL ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. | City of Industry | CA 91745 P 626.968.5666 | F 626.369.2695 | www.aal.net Copyright © 2014 June 2014 TYPE JOB TYPE NOTES LUMINAIRE PERFORMANCE Optical System Secondary Lens or Shield Distribution Ordering Code LightWatts Engine System 3K (WW) 4K (NW) 5K (BW) Drive DeliveredCurrent Lumens Efﬁcacy (Lm/W) BUG Rating Delivered Lumens Efﬁcafcy (Lm/W) BUG Rating Delivered Lumens Efﬁcafcy (Lm/W) BUG Rating BUG BUG B UG MicroCore No Lens (Standard) TYPE 2 T2-56LED 6556 50 2 0 2 8283 63 2 0 2 8860 67 2 0 2 700 132 TYPE 3 T3-56LED 6591 50 2 0 2 8240 62 2 0 2 8907 67 2 0 2 TYPE 4 T4-56LED 6370 48 1 0 2 8048 61 1 0 2 8603 65 1 0 2 TYPE 5 T5-56LED 6620 50 3 0 1 8318 63 3 0 1 8318 63 3 0 1 45° Left TL-56LED 6048 46 1 0 2 7163 54 1 0 2 7959 60 1 0 2 45° Right TR-56LED 6048 46 1027163 54 1027959 60 1 02 HSS TYPE 4 T3-56LED 5275 40 0026316 48 0026687 51 0 02 No Lens (Standard) TYPE 2 T2-56LED 4196 49 1015273 62 2025670 67 2 02 450 85 TYPE 3 T3-56LED 4218 50 1015301 62 1015700 67 1 02 TYPE 4 T4-56LED 4077 48 0015151 61 1025506 65 1 02 TYPE 5 T5-56LED 4236 50 2015324 63 3015275 62 3 01 45° Left TL-56LED 3871 46 1014584 54 1025094 60 1 02 45° Right TR-56LED 3871 46 1014584 54 1025094 60 1 02 HSS TYPE 4 T4-56LED 3376 40 0 0 2 4042 48 0 0 2 4280 50 0 0 2 ELECTRICAL CHARACTERISTICS Optical System Ordering Code Driver Dimming LED Drive mA System Watts Line Voltage Amps AC Min. Power Factor Max THD (%) Operating Temp. Range Dimming Range Source current out of 0-10V purple wire Absolute voltage range on 0-10V (+) purple wire Min Typical Max Min Typical Max VAC HZ 120 277 MicroCore 56LED 700 700 132 120-277 50/60 1.1 0.5 *.9 20 -30°C TO +40°C 10% TO 100% 0 MA - 2 MA -2.0 V - +15 V 450 450 85 0.7 0.3 Ordering Code 3K 4K 5K CCT Average 3000K 4200K 5100K CCT Range 2800K – 3175K 3800K – 4600K 4600K – 5600K CRI Minimum * 80 * 70 * 70 LED COLOR Consult factory for Amber, Turtle Friendly, Gulf Coast and Observatory applications. WIRING LEADS Luminaires not conﬁgured with wiHUBB or photo-control shall be provided with 0-10 purple and gray dimming leads. TM-21 LIFETIME CALCULATION * DesignLights Consortium® Qualified Product Optical System Ordering Code Ambient Environment °C Projected Lumen Maintenance (% vs. Khrs) Reported L70 15 25 50 TM-21* 60 100 MicroCore 56LED 15 95 93 88 86 80 25 93 91 97 85 79 * 60 40 93 91 87 85 78 LANDSCAPE FORMS: ALCOTT - TYPE 5 - (FINISH) QUANTITY = 15 AAL: PROL-T5-56LED-3K-450- (FINISH)-LDL-PCA-T-PT4 WITH POLE DB6-4R14-226- 14FT-(FINISH) QUANTITY = 15 I.6149 - 24 X 1,2W LED, WARM WHITE 3100K, FLOOD - 32° (F) I.6150 - 24 X 1,2W LED, NEUTRA L WHITE 4200K, ASYMMETRICAL LONGITUDINAL (ALO) I.6151 - 24 X 1,2W LED, WARM WHITE 3100K, ASYMMETRICAL LONGITUDINAL VOLTAGE 120V METAL FINISH 15 - GREY I.BZE6- PROTECTION GRID I.BZE8- DIRECTIONAL FLAP 15 - GREY I.BZE9- VISOR I.BZF0- GROUND FIXING SYSTEM IP 67 IK 07 +/-115° (ALO) 71 MAXIWOODY SYSTEM design Mario Cucinella MultiWoody page 82 Public spaces increasingly demand useful lighting to satisfy the technical requirements of lighting without disturbing the visual, perceptive and design value of spaces and architecture. The MultiWoody system was created to produce light effects on vertical surfaces. Exploiting the flexibility of optics and accessories, the multiple MaxiWoody assembly makes it possible to express the lighting of architecture in its own language, defining the various elements, codes and profiles in the most appropriate Pole not included. terms. TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS 21⁄64 " 21⁄64 " 7⁄16 " 3⁄16 " Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com TYPE: PROJECT: CAT: FEET: Static IP68 LED tape light strip emits sharp, pure color for unique effects in outdoor niche, cove and architectural applications PROFILES LED DATA WATTAGE LED LIFE* / COLOR TEMP VIEWING ANGLE Tivotape SB 3.0 Outdoor Tapelight 0.085W per LED 40,000 hrs Delux Warm White 2400°K +/-100°K Delux Warm White 2700°K +/-100°K Warm White 3000°K +/-100°K Neutral White 3500°K +/-100°K 120° *LEDs operate at 70% of LED manufacturers maximum current spec rating SPECIFICATIONS TIVOTAPE SB 3.0 WATT OUTDOOR TAPELIGHT EFFICACY LM/WT CRI LM/FT WT/FT Delux Warm White 2400°K 55.00 75.7 165 3.0 Delux Warm White 2700°K 47.34 79.4 142 3.0 Warm White 3000°K 49.00 80.5 147 3.0 Neutral White 3500°K 57.34 79.8 172 3.0 Items in bold denote Title 24 High efficacy rating. Measurements are based on 24V DC power design calculations will vary based on power supply and run lengths 1. Spacing−LED spacing: 21 /64” OC 2. LEDs−36 LEDs per foot 3. Mounting−Includes installation-ready 3M tape adhesive for simplified installation directly to mounting channel or application surface 4. Installation−Optional clear Polycarbonate and Aluminum Channels (for damp weather protected areas only) may be used separately or with decorative, protective covers 5. End Preps−Factory attached end preps available (see Page 2) 6. Field Trimmable−2” cuttable sections (See page 3 for cut zones) 7. Power Supply−Listed Class II 24V DC power supply required 8. Listing−cETLus listed file #4008134 9. Compliance−ROHS compliant 10. Warranty−3 year warranty TIVOTAPE SB 3.0 OUTDOOR TAPELIGHT ORDER SPECIFICATION GUIDE EXAMPLE: TPL-SB-3.0-O-24-C-24 PRODUCT CODE INTENSITY WATTAGE INSTALL LED COLOR CONTINUOUS VOLTAGE REQUIRED POWER SUPPLY TPL – SB – 3.0 – O –– C24 + PSU TivotapeTM SB=Standard Brightness 3.0 =3.0 watts per foot O=Outdoor IP66 24 = Delux Warm White (2400°K +/-100°K) C = Continuous 24=24V DC See power supply & dimmer selection guide on page 4 27 = Delux Warm White (2700°K +/-100°K) 30 = Warm White (3000°K +/-100°K) 35 = Neutral White (3500°K +/-100°K) FEATURES • Flexible flat conductor strip with closely spaced LEDs encased in rectangular IP68 molded jacket allows for wide range of installation possibilities • Ideal for exterior cove, under-bar/cabinet, landscape lighting accents • Sold per foot manufactured in continuous lengths and shipped manufactured to specified lengths with factory attached end preps • Max continuous lengths: up to 22’ per run • Smooth 0% to 100% range dimming capability with commercially available 0V-10V dimming protocol or MLV (magnetic) and ELV (electronic) low voltage dimming control. (See page 4) Copyright © 2014 Tivoli 08.22.14−Page 1 of 4 REQUIRED POWER SUPPLY OPTIONS ADNM-120-1-4-24-D ADNM-240-2-4-24-D ADNM-320-3-4-24-D JTH-100-1-4-24-D JTH-100-1-4-24-D JT-300-3-4-24-D JTH-300-3-4-24-D MT-100-1-4-24-D MW-120-1-4-24-D See power supply specifications for more information OPTIONAL DIMMERS N-600 NH-600 N-1000 NH-1000 DIM-OT-1-4-D See power dimming specifications for more information IP68 TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com WIRING END PREP OPTIONS TPL-SB-3.0-O-LEAD-C Lead/Dead End 24” 2 conductor 18ga jacketed lead wire factory attached to one end of tape with field trimmable dead end at other. Sold per each. TPL-SB-3.0-O-LEAD-D Lead/Lead 24” 2 conductor 18ga jacketed lead wire factory attached to both ends of tape. Sold per each. TPL-SB-3.0-O-XEP Extra lead wire Additional factory attached jacketed lead wire to extend lengths of LEAD-C and LEAD-D up to 20ft max. Sold per foot (not shipped as spooled wire). TPL-SB-3.0-O-CONN 18ga UL wet listed butt connectors. Used to interconnect factory attached lead wires. Sold per each (2 each required per connection). L PL Copyright © 2014 Tivoli 08.22.14−Page 2 of 4 MOUNTING ACCESSORIES 5/8” 3/4” 5/8” 1 / 2 ” 7/16” 1/2” 7/16” 1/2” TPL-O-45-MCH-8 Tivotape 45˚ Mounting Channel. White PVC in 8’ length 3/4 " 1/2 " 11/16 " 5/16 " TPL-I-MCHAN-8 Mounting Channel Clear Polycarbonate in 8’ lengths. Can be used as Tivotape Mounting Channel with tape mounted directly ALUMINUM CHANNELS WITH BASE AND COVER (FOR DAMP WEATHER PROTECTED AREAS ONLY) TPL-AL-CHAN-1-6 AL Series Aluminum Channel with Mounting Carrier Base and Domed Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-1-EC1 End Cap with no hole TPL-AL-CHAN-1-EC2 End Cap with hole TPL-AL-CHAN-1-LNSC Lens, Clear TPL-AL-CHAN-1-LNSF Lens, Frosted TPL-AL-CHAN-1-LNSO Lens, Opal TPL-AL-CHAN-2-6 AL Series 45° Aluminum Channel with Narrow Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-2-MCLP Mounting Clip TPL-AL-CHAN-2-EC1 End Cap with no hole TPL-AL-CHAN-2-EC2 End Cap with hole TPL-AL-CHAN-2-LNSC Lens, Clear TPL-AL-CHAN-2-LNSF Lens, Frosted TPL-AL-CHAN-2-LNSO Lens, Opal TPL-AL-CHAN-3-6 AL Series small square profile Aluminum Channel with Flush Lens. Available in 6 ft standard lengths TPL-AL-CHAN-3-MCLP Mounting Clip TPL-AL-CHAN-3-EC1 End Cap with no hole TPL-AL-CHAN-3-EC2 End Cap with hole TPL-AL-CHAN-3-LNSC Lens, Clear TPL-AL-CHAN-3-LNSF Lens, Frosted TPL-AL-CHAN-3-LNSO Lens, Opal TPL-AL-CHAN-4-6 AL Series Recessed Profile Aluminum Channel with Flush Lens. Available in 6 ft standard lengths. TPL-AL-CHAN-4-EC1 End Cap with no hole TPL-AL-CHAN-4-EC2 End Cap with hole TPL-AL-CHAN-4-LNSC Lens, Clear TPL-AL-CHAN-4-LNSF Lens, Frosted TPL-AL-CHAN-4-LNSO Lens, Opal TPL-INF-C-CHAN-8 Clear TPL-INF-F-CHAN-8 Frosted Infinity Mounting Channel 8’ standard lengths, two piece channel is recommended for uneven mounting surfaces or for adding protection from physical access. TPL-INF-EC Infinity Channel End Cap 5/16 " 5/8 " 5/8 " NOTE: Reverse channels for Outdoor Tivotape™. Install Tivotape™ in Cover Channel. Cover for Outdoor Base for Outdoor TIVOTAPETM OUTDOOR SB STANDARD BRIGHTNESS Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com LIGHT SOURCE MAX CONTINUOUS RUN LENGTH* All color temperatures 22 ft PRODUCT SPECIFICATION GUIDE MTBF Mean Time Between Failures (MTBF) for LEDs: While Tivoli utilizes LEDs provided by industry leading vendors, these are electrical components with calculated manufacturers mean time between failures (MTBF). MTBF is rated as the average point at which ½ of color LEDs will lose 50% of their original brightness. MTBF for White LEDs is based on when ½ are reduced to 70% of their original brightness. Typically, LED product failures occur within fixture construction, interdependent component failure, or operation under adverse conditions. Tivoli operates LEDs at a derated current to insure that LED MTBF values are based on product fixture construction and real application standards. Still, conditions such as excessive voltage, vibration, heat, and other adverse conditions may negatively effect the life of LEDs. Copyright © 2014 Tivoli 08.22.14−Page 4 of 4 RECOMMENDED POWER SUPPLIES CAT NO APPLICATION PRIMARY AND SECONDARY VOLTAGE TOTAL WATTAGE / AMPERAGE PER BREAKER LISTING DIMENSIONS ELECTRONIC OR AC MAGNETIC DIMMABLE (Y OR N; TYPE) ADNM-120-1-4-24-D Outdoor 120-277V AC / 24V DC 96W / 1X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F ADNM-240-2-4-24-D 120-277V AC / 24V DC 192W / 2X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F ADNM-320-3-4-24-D 120-277V AC / 24V DC 288W / 3X4A CULUS 12.00”W X 12.00”L X 4.00”D Electronic Y: F JT-100-1-4-24-D Indoor/ Outdoor 120V AC / 24V DC 96W / 1X4A CETLUS 4.25”W X 11.00”L X 4.00”D Magnetic Y: A, C & E JTH-100-1-4-24-D 277V AC / 24V DC 96W / 1X4A CETLUS 4.25”W X 11.00”L X 4.00”D Magnetic Y: B & D JT-300-3-4-24-D 120V AC / 24V DC 288W / 3X4A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: A, C & E JTH-300-3-4-24-D 277V AC / 24V DC 288W / 3X4A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: B & D MT-100-1-24-DD 120-240, 277V AC 96W / 1X4A CULUS 8.50”W X 16.00”L X 4.50”D Electronic Y: SELF DIMMING MW-120-1-4-24-D 120-277V AC / 24V DC 96W / 1X4A UL/CE 8.66”W X 2.67”L X 1.53”D Electronic Y: F DIMMERS SELECTOR DIMMER TYPE CONTROL SIGNAL INPUT VOLTAGE OUTPUT VOLTAGE MAX LOAD BREAKER RATING DIMENSIONS A N-600 AC Magnetic N/A 120V AC 120V AC 450W N/A Recessed Single Gang Box B NH-600 AC Magnetic N/A 277V AC 277V AC 450W N/A Recessed Single Gang Box C N-1000 AC Magnetic N/A 120V AC 120V AC 800W N/A Recessed Dual Gang Box D NH-1000 AC Magnetic N/A 277V AC 277V AC 800W N/A Recessed Dual Gang Box E N-1500 AC Magnetic N/A 120V AC 120V AC 1200W N/A Recessed Dual Gang Box F DIM-OT-1-4-D Control Interface 0-10V DC 24V DC 24V DC 96W 4A* 7"L X 1½"W X ¾"H *DIM-OT applications require 1 each DIM-OT per 4 amp circuit DIM-OT is a full range control interface that receives dimming signal from various controllers (0-10V DC). Consult factory for more information. *Max continuous run based on 3.0A max load TIVOLI 24V DC POWER SUPPLY Standard UL listed J-Box by Others Primary Wiring Input Wiring from Transformer to J-Box must be to Class II standards. Refer to NEC and local code requirements. Tivotape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¿HG $QFKRU%ROWV$QFKRUEROWVFRQIRUPWR$670)*UDGHDQGDUH SURYLGHGZLWKWZRKH[QXWVDQGWZRÀDWZDVKHUV%ROWVKDYHDQ³/´EHQGRQ RQHHQGDQGDUHJDOYDQL]HGDPLQLPXPRI´RQWKHWKUHDGHGHQG )LQLVK7KHVWDQGDUG¿QLVKIRUWKHSROHDVVHPEO\DQGFRPSRQHQWVLVVDWLQ EUXVKHGQDWXUDODQRGL]HGXUDQRGLFRUSRO\HVWHUSRZGHUDSSOLHGFRDWLQJLQDF FRUGDQFHZLWK9DOPRQW¶V6SHFL¿FDWLRQV$GGLWLRQDO¿QLVKRSWLRQVDYDLODEOHXSRQ UHTXHVW 'HVLJQ&ULWHULD3OHDVHUHIHUHQFH'HVLJQ&ULWHULD6SHFL¿FDWLRQIRUDSSURSULDWH GHVLJQFRQGLWLRQV 9$/0217,1'8675,(6,1&,'$675((732%2;9$//(<1(86$9$/02176758&785(6&20 WR 5281'1217$3(5(' $/80,180 +LQJHG%DVH -RE1DPH -RE/RFDWLRQ&LW\ 6WDWH 3URGXFW 4XRWH &OLHQW1DPH &UHDWHG%\ 'DWH &XVWRPHU$SSURYDO 'DWH 1RPLQDO0RXQWLQJ+HLJKW 7HQRQ7RS +LQJHG%DVH 5RXQG+LQJHG%DVH +DQGKROH 2SWLRQDO &URVV6HFWLRQ IGUZZINI: (4) I.61-I.6149-I.BZE6 WITH VALMONT POLE R200060606SH-(FINISH) QUANTITY = 2 TIVOLI: TPL-SB-3.0-O-30-C-24 WITH TPL-I-MCHAN-8 WITH ADNM-120-1-4-24-D WITH DIM-OT-1-4-D QUANTITY = TO BE CONFIRMED, ALLOW 100FT DS A - 45° B - 90° D - 45° less Weep Hole E - 90° less Weep Hole ( Interior Use Only) ( Interior Use Only) Option Shielding 11 - Honeycomb Baffle 12 - Soft Focus Lens 13 - Rectilinear Lens LED NSP - Narrow Spot (Red Indicator) SP - Spot (Green Indicator) MFL - Medium Flood (Yellow Indicator) WFL - Wide Flood (Blue Indicator) TYPE: CATALOG NUMBER: SOURCE: NOTES: LED Type BK No. CCT (Typ.) Input Watts (Typ.) CRI (Typ.) H 2700K 90 e22 . 90 H . 75 e27 $PEHU QP 7.9 ~ LM79 DATA Beam Type Angle Visual Indicator 1DUURZ6SRW Red Dot 6SRW Green Dot 0HGLXP)ORRG Yellow Dot :LGH)ORRG %OXH'RW *OPTICAL DATA Minimum Rated Life (hrs.) 70% of initial lumens (L70 ) L70 DATA B-K LIGHTING DELTA STAR™ Adjust-e-Lume® Output Intensity** (Choose factory setting) A9 (Standard), A8, A7, A6, A5, A4, A3, A2, A1 **Please see Adjust-e-Lume® photometry to determine desired intensity. Source LED - ‘e’ Technology with Integral Dimming Driver (25W min. load when dimmed) *Requires magnetic Low Voltage dimmer TECHNOLOGY with e36 - 8WLED/2.7K e22 - 8WLED/3K e23 - 8WLED/4K e27 - 8WLED/Amber Input Volts InRush Current Dimmable Operation Ambient Temperature 9$&'&+] $ QRQGLPPHG 0DJQHWLF/RZ9ROWDJH'LPPHU )) DRIVER DATA Powder Coat Color Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP — Verde — VER Aluminum Finish Machined MAC Polished POL MitiqueTM MIT Machined MAC Polished POL Brushed BRU Interior use only. Brass Finish Stainless Finish Premium Finish ABP Antique Brass Powder CMG Cascade Mountain Granite RMG Rocky Mountain Granite AMG Aleutian Mountain Granite CRI Cracked Ice SDS Sonoran Desert Sandstone AQW Antique White CRM Cream SMG Sierra Mountain Granite BCM Black Chrome HUG Hunter Green TXF Textured Forest BGE Beige MDS Mojave Desert Sandstone WCP Weathered Copper BPP Brown Patina Powder NBP Natural Brass Powder WIR Weathered Iron CAP Clear Anodized Powder OCP Old Copper Also available in RAL Finishes See submittal SUB-1439-00 DOWNLIGHT ™ l 8"55t77 Does your next project call for a ﬁxture that truly makes a statement? Look no further than the Denali Surface Downlight™. This architectural surface mounted product, now available with BKSSL™ ‘X’ technology, is designed to eﬀectively illuminate a vast array of exterior and interior spaces. Select from three cap styles for complete lighting control. Visit www.bklighting.com for ordering logic. Keyword SM-DE-LED DENALI SURFACE 4.%& Shown with ‘C Cap in White Satin (WHP) finish ‘E’ CAP ‘C’ CAP ‘D’ CAP 3/8" (10mm) 7 3/16" (183mm) 5" (127mm) 3" Dia. (76mm) DRM/RM PM2RM PM2DRM DRIVER HOUSINGS: 92 WWW.BKSSL.COM ARCHITECTURAL SURFACE Wide Flood Flood Spot OPTICS Rectilinear Wide Flood MATERIAL ALU VOLTAGE t 7 t t 2.7K CCT 3K 4K Minimum Rated Life (hrs.) 70% of initial lumens (L70 ) 50,000 50,000 50,000 50,000 50,000 50,000 L70 DATA BK No. CCT (Typ.) CRI (Ra. Typ.) Color Consistency Input Watts (Typ.) x21 2700K >80 ±40K 15 x22 3000K >80 ±50K 15 x23 4000K >80 ±70K 15 x24 2700K >80 ±40K 25 x25 3000K >80 ±50K 25 x26 4000K >80 ±70K 25 Beam Type Angle Spot 20° Flood 40° Wide Flood 60° LM79DATA DATA OPTICAL SUBMITTAL DATE 6-23-14 DRAWING NUMBER SUB001227 %ULFN\DUG'ULYH0DGHUD&$86$ )$; B-K LIGHTING ZZZENOLJKWLQJFRPLQIR#ENOLJKWLQJFRP PROJECT: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. Example SM - DE - LED - x25 - WFL - BZP - 12 - 11 - C CATALOG NUMBER LOGIC SM SURFACE DOWNLIGHT DENALI™ TYPE: CATALOG NUMBER: SOURCE: NOTES: Series SM - Surface Downlight Fixture DE - Denali™ Floodlight Source LED - ‘X’ Module with Cold Phosphor Technology LED Type x21 - 15WLED/2700K x24 - 25WLED/2700K x22 - 15WLED/3000K x25 - 25WLED/3000K x23 - 15WLED/4000K x26 - 25WLED/4000K Optics SP - Spot (20°) FL - Flood (40°) WFL - Wide Flood (60°) Finish Lens Type 9 - Clear (Standard) 10 - Spread Lens* 12 - Soft Focus Lens* 13 - Rectilinear Lens* Shielding 11 - Honeycomb Baffle* *Accommodates up to 2 Lens/Shielding media Cap Style C - Flush D - 45° without Weep Hole E - 90° without Weep Hole DE LED Configure Driver Housing Separately Driver Housing Required REMOTE DRIVER HOUSINGS: PM2RM - Universal Power Module 2 Remote PM2DRM - Universal Power Module 2 Dual Remote RM - Remote Wall Mount DRM - Dual Remote Wall Mount Powder Coat Color Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP — Verde — VER Standard Finish Premium Finish ABP Antique Brass Powder CMG Cascade Mountain Granite RMG Rocky Mountain Granite AMG Aleutian Mountain Granite CRI Cracked Ice SDS Sonoran Desert Sandstone AQW Antique White CRM Cream SMG Sierra Mountain Granite BCM Black Chrome HUG Hunter Green TXF Textured Forest BGE Beige MDS Mojave Desert Sandstone WCP Weathered Copper BPP Brown Patina Powder NBP Natural Brass Powder WIR Weathered Iron CAP Clear Anodized Powder OCP Old Copper Also available in RAL Finishes See submittal SUB-1439-00 SUBMITTAL DATE 12-21-12 DRAWING NUMBER SUB001124 %ULFN\DUG'ULYH0DGHUD&$86$ )$; B-K LIGHTING ZZZENOLJKWLQJFRPLQIR#ENOLJKWLQJFRP PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: NEMA 3R Remote Driver Housing Constant Current Driver CATALOG NUMBER LOGIC Example RM - D25 - MT - SAP THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. RM REMOTE WIRING LED Driver Remote driver installations require inter-connected wiring between the LED and driver (by others). Drivers have specific wiring requirements between these components. Driver manufacturers regularly recommend the following wiring details for such installations: t %POPUFYDFFEGPPUPWFSBMMXJSJOHEJTUBODF VTJOHHBVHFDPQQFSXJSF Failure to comply with specific wiring requirements will void product warranty. DRIVER ELECTRICAL DATA TYPE AC INPUT RANGE Frequency Hz DIMMING POWER FACTOR THD OPER. AMBIENT TEMPERATURE DIMMER TYPE DIMMER RANGE D15 120/208/240/277 50/60 NO >0.92 &a& —— ',1& 120 50/60 YES >0.96 &a& Incandescent D25 120/208/240/277 50/60 NO >0.92 &a& —— ',1& 120 50/60 YES >0.96 &a& Incandescent Powder Coat Color Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP — Verde — VER Standard Finish Remote Driver Housing Input Voltage RM 3FNPUF.PVOU /&."3 Finish Driver Type Premium Finish ABP Antique Brass Powder MDS Mojave Desert Sandstone AMG Aleutian Mountain Granite NBP Natural Brass Powder AQW Antique White OCP Old Copper BCM Black Chrome RMG Rocky Mountain Granite BGE Beige SDS Sonoran Desert Sandstone BPP Brown Patina Powder SMG Sierra Mountain Granite CAP Clear Anodized Powder TXF 5FYUVSFE'PSFTU CMG Cascade Mountain Granite WCP Weathered Copper CRI Cracked Ice WIR Weathered Iron CRM Cream HUG Hunter Green Also available in RAL Finishes See submittal SUB-1439-00 D15 8%SJWFS (non-dimming) D15INC 8%JNNJOH%SJWFS GPSVTFXJUI*ODBOEFTDFOU%JNNFS 7POMZ D25 8%SJWFS (non-dimming) D25INC 8%JNNJOH%SJWFS GPSVTFXJUI*ODBOEFTDFOU%JNNFS 7POMZ 120 7"$*OQVU GPSVTFXJUI%*/$BOE%*/$POMZ MT 7"$*OQVU POWER PIPE™ SYSTEM Specify Fixture Separately SUBMITTAL DATE 8-15-13 DRAWING NUMBER SUB-1104-07 %ULFN\DUG'ULYH0DGHUD&$86$ )$; B-K LIGHTING ZZZENOLJKWLQJFRPLQIR#ENOLJKWLQJFRP PROJECT: TYPE: CATALOG NUMBER: LAMP(S): NOTES: THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. CATALOG NUMBER LOGIC Example B - PP - J - 18 - T-L75E - C - MIT - 120 - SF Input Voltage Blank - Less Transformer or For use with TRe20 Electronic Transformer (105-300 VAC. 50/60 Hz. Non-Dimming) 120 - 120 VAC Input (For use with L75E ) 230 - 230 VAC Input (Non-Dimming, For use with L75E ) 277 - 277 VAC Input (Non-Dimming, For use with L75E ) SF - Stability Flange Options PP Powder Coat Color Satin Wrinkle Bronze BZP BZW Black BLP BLW White (Gloss) WHP WHW Aluminum SAP — Verde — VER Aluminum Finish Machined MAC Polished POL MitiqueTM MIT Machined MAC Polished POL Brushed BRU Interior use only. Brass Stainless Premium Finish ABP Antique Brass Powder CMG Cascade Mountain Granite RMG Rocky Mountain Granite AMG Aleutian Mountain Granite CRI Cracked Ice SDS Sonoran Desert Sandstone AQW Antique White CRM Cream SMG Sierra Mountain Granite BCM Black Chrome HUG Hunter Green TXF Textured Forest BGE Beige MDS Mojave Desert Sandstone WCP Weathered Copper BPP Brown Patina Powder NBP Natural Brass Powder WIR Weathered Iron CAP Clear Anodized Powder OCP Old Copper Also available in RAL Finishes See submittal SUB-1439-00 Power Pipe Length Material Series PP - Power Pipe™ System Type Transformer Housing Cap Style Blank - Less Transformer T-L75E - Transformer housing with 75VA Electronic Transformer* T-TRe20 - Transformer housing with TRe20 Electronic Transformer* (105-300 VAC. 50/60 Hz. Non-Dimming . For use with fixtures) *Not available with Adjustable Stem (Type ‘A’) S - Stake J - Junction Box A - Adjustable 18" Stem* (requires 18" Power Pipe) *Not available with Transformer Housing Blank - Less Cap (Adjustable Stem only) B - Single Hole Cap C - Solid Cap 12 - 12” Power Pipe Length 18 - 18” Power Pipe Length Finish Blank - Aluminum B - Brass S - Stainless BK LIGHTING: DS-LED-E22-MFL-A9- (FINISH)-11-B-360SL WITH PP-A-12-B-(FINISH)-SF WITH RM-D25INC-120- (FINISH) QUANTITY = 22 BK LIGHTING: SM-DE-LED-X25-WFL- (FINISH)-12-11-E WITH RM-D25INC-120- (FINISH) QUANTITY = 7 I.6149 - 24 X 1,2W LED, WARM WHITE 3100K, FLOOD - 32° (F) I.6150 - 24 X 1,2W LED, NEUTRA L WHITE 4200K, ASYMMETRICAL LONGITUDINAL (ALO) I.6151 - 24 X 1,2W LED, WARM WHITE 3100K, ASYMMETRICAL LONGITUDINAL VOLTAGE 120V METAL FINISH 15 - GREY I.BZE6- PROTECTION GRID I.BZE8- DIRECTIONAL FLAP 15 - GREY I.BZE9- VISOR I.BZF0- GROUND FIXING SYSTEM IP 67 IK 07 +/-115° (ALO) 71 MAXIWOODY SYSTEM design Mario Cucinella MultiWoody page 82 Public spaces increasingly demand useful lighting to satisfy the technical requirements of lighting without disturbing the visual, perceptive and design value of spaces and architecture. The MultiWoody system was created to produce light effects on vertical surfaces. Exploiting the flexibility of optics and accessories, the multiple MaxiWoody assembly makes it possible to express the lighting of architecture in its own language, defining the various elements, codes and profiles in the most appropriate Pole not included. terms. 344 [BL] – ZP Part ID Light source lm lbs FLC254-CC 667-5761 CMH150/T-6/G-12 base 14000 55.0 ProƂ le projector for zoom projection. [BL] – GP Part ID Light source lm lbs FLC254-CC 667-5762 CMH150/T-6/G-12 base 14000 55.0 Color changing proƂ le projector for gobo projection onto a surface. Gobo (D = 86 mm): Gobo can be either stainless steel or glass. Gobo by others: Refer to www.rosco.com. [BL] – FP Part ID Light source lm lbs FLC254-CC 667-5763 CMH150/T-6/G-12 base 14000 55.0 Color changing proƂ le projector for framing projection, polygon shape. Accessories: [DMX] – HH1 hand held programmer. for FLC254-CC 667-9401 Including RS232 serial cable. Individual programming via PC or the optional WE-EF handheld programmer: - RS232 serial cable supplied with HH1 handheld - Storage of up to 999 scenes and 999 sequences - Storage of up to 99 daily, weekly, monthly or special day programs - DMX interface. Ordering guide: Specify 7 digit part ID together with voltage and finish. Example: 667-5761 – 120 V – Black RAL 9004 Profile projector for zoom, gobo or framing applications. 342 ProƂ le projector with a twin aspheric convex lens system. IP66. Marine-grade, die-cast aluminum alloy. 5CE superior corrosion protection including PCS hardware. Powdercoat Ƃ nish in black RAL 9004, grey metallic RAL 9007 or white RAL 9016. Specify Ƃ nish. Consult WE-EF color chart for other options. Clear tempered glass lens. Anodized alumi- num reƃ ector. Silicone rubber gasket. Integral [ECG] electronic CMH ballast in 120, 277 or 347 volt. Specify voltage. FLC254-CC [BL] Version: CMY dichroic color changing Ƃ lters for subtractive color mixing reset function and test programs storage of up to 99 scenes and 99 sequences, stor- age of up to seven daily programs, or one weekly program stand alone function and master/slave function four cross fading sequences integrated calendar with timer function and integrated operation hour counter DMX/512 in-and output and RJ45 in- terface WE-EF CONTROL CMY-DMX PC based software supplied. Light source: CMH 70-150 W Beam distributions: [BL]-ZP, [BL]-GP, [BL]-FP Accessories: Mounting page 346-349 Optical page 350-351 UL, cUL: Suitable for wet locations FLC200 BL SERIES Front de mer. Mers-les-Bains (F). Lighting design: Xavior Boymond, Frouzins. 348 MOUNTING ACCESSORIES – FLC200 SERIES Surface mount canopy and multiple pole top brackets for FLC200 series yoke mounted projectors. Marine-grade, all-aluminum construction. 5CE superior corrosion protection including PCS hardware. Powdercoat Ƃ nish in black RAL 9004, grey metallic RAL 9007 or white RAL 9016. Specify Ƃ nish. Consult WE-EF color chart for other color options. Surface mounted canopy D/D1 lbs for FLC230/240/250/254 683-9329 SMC-200 (ø 10.83)/(ø 9.25) 7.0 for FLC260 683-9330 SMC-260 (ø 10.83)/(ø 9.25) 7.0 Multiple pole top brackets H D E.P.A. Insert depth Pole top tenon lbs for (2) FLC230/240/250/254 667-9350 MPT-2-200 24.0 7.38 0.64 7.88 ø 4.0 x 7.88 long 17.0 for (3) FLC230/240/250/254 667-9352 MPT-3-200 72.0 7.38 1.50 7.88 ø 4.0 x 7.88 long 39.0 for (4) FLC230/240/250/254 667-9354 MPT-4-200 48.0 7.38 1.07 7.88 ø 4.0 x 7.88 long 29.0 for (6) FLC230/240/250/254 667-9356 MPT-6-200 72.0 7.38 1.70 7.88 ø 4.0 x 7.88 long 39.0 for (2) FLC260 667-9351 MPT-2-260 24.0 7.38 0.64 7.88 ø 4.0 x 7.88 long 17.0 for (3) FLC260 667-9353 MPT-3-260 72.0 7.38 1.50 7.88 ø 4.0 x 7.88 long 39.0 for (4) FLC260 667-9355 MPT-4-260 48.0 7.38 1.07 7.88 ø 4.0 x 7.88 long 29.0 for (6) FLC260 667-9357 MPT-6-260 72.0 7.38 1.70 7.88 ø 4.0 x 7.88 long 39.0 Multiple pole top conƂ gurations of FLC200 series projectors on 'specially adapted WE-EF poles'. Assembly includes pole top extension, pole clamps and pole top Ƃ tter. Allows for projector to be rotated horizontally or vertically. Consideration must be given by designer to assure adequacy of pole design. Pole design must meet all Ƃ eld conditions, including wind zone, height, and loading. WE-EF is not responsible for compatibility for use with poles supplied by others. Ordering guide: Specify 7 digit part ID together with finish. Example: 683-9329 – Black RAL 9004 SMC MPT-2-200/260 MPT-3-200/260 MPT-4-200/260 MPT-6-200/260 IGUZZINI: I.61-I.6149-I.BZE6 WITH POLE CLAMP QUANTITY = 32 WE-EF LIGHTING: 667-5762 FLC254-CC-EZ WITH POLE CLAMP QUANTITY = 2 applications 11. Weight - Litesphere product weighs 1.25 oz/ft (24” OC), 1.33 oz/ft (18” OC), 1.58 oz/ft (12” OC) & 2.05 oz/ft (6” OC) 12. Rating - IP65 Rated for outdoor use 13. Warranty - 3 Year Warranty B = Black W = White LED COLOR BL = Blue GR = Green RD = Red YL = Yellow WH = White WW = Warm White LED DATA WATTAGE LED LIFE / COLOR TEMP VIEWING ANGLE Litesphere LED 0.48W per LED* 40,000 hrs. Green or Blue 100,000 hrs. Red, or Yellow 40,000 hrs. Warm White or White 180° *Ultra Bright Triple Chip LEDs operate at 52% of LED manufacturers maximum current spec rating. See power supply specsheets REQUIRED POWER SUPPLY OPTIONS Energy-efficient, low voltage LED strand using wedge base LED lamps protected by clear, frosted or colored polycarbonate globes. OPTIONAL DIMMERS 23 /16" Diameter 31 /8" 1" IP65 g socket ercially nic low See power supply specifications for more information ADNM-80-1-5-12-D ADNM-150-2-5-12-D ADNM-240-3-5-12-D ADNM-320-4-5-12-D ADNM-240-1-15-12-D JT-60-1-5-12-D JTH-60-1-5-12-D JT-240-4-5-12-D JTH-240-4-5-12-D MW-80-1-5-12-D MW-150-1-10-12-D MW-240-1-15-12-D MW-320-1-20-12-D N-600 NH-600 N-1000 NH-1000 N-1500 DIM-OT-1-5-D See dimming specification sheet for more information Copyright © 2014 Tivoli 08.26.14 - Page 1 of 3 TYPE F2: LINEAR LED TAPE LIGHT TO HIGHLIGHT HISTORIC BUILDING FACADE FEATURES TOKTokIiSLuTmAR TOKISTAR LIGHTING Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com LITESPHERE™ LED ACCESSORIES Copyright © 2014 Tivoli 08.26.14 - Page 2 of 3 WIRING ACCESSORIES ACLS SERIES ARCHITECTURAL CHANNEL: Required for outdoor building facade or borderline upright mounting applications. Shown with 2" x 2" channel, 2" x 1" channel also available. PROFILES For more detail, please see AC-LS Series specification sheet. LITESPHERE ARCHITECTURAL CHANNEL SERIES FOR OUTDOOR UPRIGHT INSTALLATIONS REPLACEMENT GLOBES LS-CG Clear LS-FG Frosted LS-YG Yellow LS-RG Red LS-OG Orange LS-GG Green LS-BG Blue LS-PG Purple LS-EC-BK Black end cap LS-EC-WH White end cap 2 1 /8" 1 /2" 2 1 /8" 1¼" 1 /2" 2 1 /8" STANDARD PROFILE CHANNEL MEDIUM PROFILE CHANNEL LS-HANG-CLIP Hanger clip for installa- tion from 8 gauge stainless steel aircraft cable REPLACEMENT LEDS LSL-BL-F-12 0.48W, 12V Wedge base Frosted LED - Blue LSL-GR-F-12 0.48W, 12V Wedge base Frosted LED - Green LSL-RD-F-12 0.48W, 12V Wedge base Frosted LED - Red LSL-YL-F-12 0.48W, 12V Wedge base Frosted LED - Yellow LSL-WH-F-12 0.48W, 12V Wedge base Frosted LED - White LSL-WW-F-12 0.48W, 12V Wedge base Frosted LED - Warm White 0.48W Triple Chip LED PRODUCTCOLOR CODE LAMP SPACING GLOBE LS C = Clear F = Frosted Y = Yellow R = Red O = Orange G = Green B = Blue P = Purple Z = Varied Colors* WIRE REQUIRED POWER SUPPLY PSU Example: AC-LS-B-06-WH-WW-F LS = Litesphere Socket LED COLOR BL = Blue GR = Green RD = Red YL = Yellow WH = White WW = Warm White See power supply AC = Standard specsheets Architectural Channel AM = Medium Architectural Channel SOCKET B = Black W = White FINISH PA = Polished Aluminum SA = Satin Aluminum BK = Black Powder Coat WH = White Powder Coat 06 = 6" OC 12 = 12" OC 18 = 18" OC 24 = 24" OC Tivoli, LLC • 15602 Mosher Ave, Tustin, CA 92780 • ph 714 957-6101 fx 714 427-3458 • www.tivolilighting.com / sales@tivolilighting.com LITESPHERETM LED Copyright © 2014 Tivoli 08.26.14 - Page 3 of 3 RECOMMENDED POWER SUPPLIES PRODUCT SPECIFICATION GUIDE DIMMERS CAT NO PRIMARY AND SECONDARY TOTAL WATTAGE / AMPERAGE PER BREAKER LISTING DIMENSIONS ELECTRONIC OR AC MAGNETIC DIMMABLE (Y OR N) ADNM-80-1-5-12-D 120-277V AC / 12V DC 60W / 1X5A CULUS 12"W X 12"L X 4"D Electronic Y: F ADNM-150-2-5-12-D 120-277V AC / 12V DC 120W / 2X5A CULUS 12”W X 12”L X 4”D Electronic Y: F ADNM-240-3-5-12-D 120-277V AC / 12V DC 180W / 3X5A CULUS 12”W X 12”L X 4”D Electronic Y: F ADNM-320-4-5-12-D 120-277V AC / 12V DC 240W / 4X5A CULUS 12”W X 12”L X 4”D Electronic Y: F ADNM-240-1-15-12-D 120-277V AC / 12V DC 180W / 1X15A CULUS 12”W X 12”L X 4”D Electronic Y: F JT-60-1-5-12-D 120V AC / 12V DC 60W / 1X5A CETLUS 4.25”W X 8.50”L X 3.25”D Magnetic Y: A, C & E JTH-60-1-5-12-D 277V AC / 12V DC 60W / 1X5A CETLUS 4.25”W X 8.50”L X 3.25”D Magnetic Y: B & D JT-240-4-5-12-D 120V AC / 12V DC 240W / 4X5A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: A, C & E JTH-240-4-5-12-D 277V AC / 12V DC 240W / 4X5A CETLUS 8.50”W X 16.00”L X 4.50”D Magnetic Y: B & D MW-80-1-5-12-D 120-277V AC / 12V DC 60W / 1X5A UL/CE 7.75”W X 2.50”L X 1.63”D Electronic Y: F MW-150-1-10-12-D 120-277V AC / 12V DC 120W / 1X10A UL/CE 9.00”W X 2.75”L X 1.63”D Electronic Y: F MW-240-1-15-12-D 120-277V AC / 12V DC 180W / 1X15A UL/CE 9.75”W X 2.75”L X 1.63”D Electronic Y: F MW-320-1-20-12-D 120-277V AC / 12V DC 240W / 1X20A UL/CE 10.00”W X 3.63”L X 1.75”D Electronic Y: F SELECTOR DIMMER TYPE CONTROL SIGNAL INPUT VOLTAGE OUTPUT VOLTAGE MAX LOAD BREAKER RATING DIMENSIONS A N-600 AC Magnetic N/A 120V AC 120V AC 450W N/A Recessed Single Gang Box B NH-600 AC Magnetic N/A 277V AC 277V AC 450W N/A Recessed Single Gang Box C N-1000 AC Magnetic N/A 120V AC 120V AC 800W N/A Recessed Dual Gang Box D NH-1000 AC Magnetic N/A 277V AC 277V AC 800W N/A Recessed Dual Gang Box E N-1500 AC Magnetic N/A 120V AC 120V AC 1200W N/A Recessed Dual Gang Box F DIM-OT-1-5-D Control Interface 0-10V DC 12V DC 12V DC 60W 5A* 7"L X 1½"W X ¾"H *DIM-OT applications require 1 each DIM-OT per 5 amp circuit DIM-OT is a full range control interface that receives dimming signal from various controllers (0-10V DC). Consult factory for more information. SPACING WATTS PER FOOT PRODUCT MAX CIRCUIT LIMITATIONS (FT/LED’S PER SECONDARY CIRCUIT) MAX INTERCONNECTABLE RUN LENGTHS 6” O.C. .96W/ft 150’ 300 LEDs per 15A Class I circuit 57’ 115 LEDs per 5A Class II circuit 90’ 57’ 12” 0.C. .48W/ft 300’ 300 LEDs per 15A Class I circuit 115’ 115 LEDs per 5A Class II circuit 150’ 115’ 18” O.C. .36W/ft 450’ 300 LEDs per 15A Class I circuit 150’ 115 LEDs per 5A Class II circuit 150’ 150’ 24” O.C. .24W/ft 600’ 300 LEDs per 15A Class I circuit 220’ 115 LEDs per 5A Class II circuit 150’ 150’ Flexible Conductors are #18 AWG Light Sources are 0.48 Watt/6 VDC LEDs LED Modules are permanently sealed to cable Insulation is flexible PVC with flammability rating UL 94V-0 TokiLum™ 2 | TOKISTAR LIGHTING Specifications All plastic components are resistant to Ultraviolet Light in accordance with standard UL 746C. TokiLum uses high-output LEDs to provide an indirect wash of light on building facades, underneath step-nosings and from within very shallow ceiling coves. In exposed applications, the LEDs create distinct points of vibrant light. TokiLum LED modules are tightly sealed within an all-environment package and approved for use in wet-location settings. The system operates efficiently at 6 VDC. This lower voltage produces very little heat, adding to TokiLum’s reliability. This product is protected under U.S. and Foreign Patents. Wet-Location Listed 0.32" (8.2 mm) 0.71" (18 mm) 1.14" (29 mm) How to Specify TokiLum is available in LED module spacings of 2" and 4". LEDs can be specified 3000K, 6500K or Blue. LUM - 50 - IW LED Spacing LED Code Spacing Code Kelvin Watts/Volts 50 100 2" (50 mm) 4" (100 mm) IW WH BL 3000K 6500K Blue 0.48 W / 6 VDC 0.48 W / 6 VDC 0.48 W / 6 VDC LED Driver 6SHFLÀFDWLRQV Input Range: 100~240 VAC Frequency Range: 50/60 Hz Output: 6 VDC (Adjustable +40% / -5%) Max. Output Current: 5.0A x 2 channels Max. Output Power: 30W x 2 channels Protection: Overload, Overcurrent, Short Circuit Operating Temperature: -30ºC to +60ºC 0HFKDQLFDO6SHFLÀFDWLRQV Dimensions: 3.6" x 11" x 2.25" Weight: 4 lbs Enclosure Rating: Nema 3/IP65 Mounting: Flange Mount Connection: Knockouts for 1/2" Conduit Compliance/Safety UL 1310 Class 2 CAN/CSA 22.2#9 EN60950 TokiLum Capacity 0.48 Watt LEDs: 124 pieces Tokistar’s LDR6-60 is a 60 Watt UL Recognized Class 2 LED Driver used to convert an AC input into a 6 VDC output. It may be operated from a wide range of input voltages. The enclosure is suitable for wet locations. TokiLum is Wet-Location Listed when operated from our LED Drivers. 11" (280 mm) 3.6" (92 mm) 2.25" (57 mm) © 2012 TOKISTAR LIGHTING INC. / V1.2 LED Dimmers Part #: LC-DMR The remote wall dimmer has a rotary dial and on/off switch. Power to the wall dimmer is provided from the LED Driver powering the first Dimmer Pack. A 50 foot CAT5 cable is provided with each unit. Part #: LC-1CH-DP Each dimmer pack receives one of the two 6 VDC outputs from an LDR6-60 LED Driver. A CAT5 cable is provided with each unit. Size: 1-1/2" x 3-1/2" x 4-1/16”" Fixture LED Driver 0-6VDC 0-6VDC 6VDC 6VDC (EXE (EXE (EXE (MQQIV4EGO (MQQIV4EGO (1<SV:(' (MQQIV Fixture LED Driver 0-6VDC 6VDC 6VDC LC-DMR Signal Out Signal Out 0-6VDC (MQQIV4EGO (MQQIV4EGO Part #: LC-1CH-MULTI Max. Load: 30 Watts @ 6 VDC Environmental Rating: Dry Location/IP20 Dimensions: 3/4" x 1-3/4" x 3-1/2" Weight: 50g / 0.11 lbs Listing: ETL Listed/CE Certified Operating Temperature: 0~+50ºC LC Dimming System This proprietary Dimming System provides full-range dimming of TokiLum LEDs. The system components connect with CAT5 cable. Up to 25 dimmer packs may be connected in series if the total length of all CAT5 cable does not exceed 165 feet from the wall dimmer to the last dimmer pack. CAT5 cables are included with units. DMX Dimming System Tokistar’s LC-1CH-MULTI Dimmer Pack is compatible with industry-standard dimmers working on DMX or 0/1-10 VDC protocol. DMX Mode - Each unit is independently addressable. Up to 36 dimmer packs may be connected in series. For applications exceeding 36 dimmer packs, an additional feed from the DMX dimmer is required. The additional feed(s) can be sent directly from the dimmer, or you may specify DMX Splitters. Consult factory on details of DMX Splitters. Analog Modes - For operation from devices using 0/1-10VDC protocol, up to 10 dimmer packs may be connected in series. For applications exceeding 10 dimmer packs, an additional feed from the analog dimming device is required. Manual Mode - You may select a light intensity at which the fixtures will operate. In this case, no external dimming device is required. TOKISTAR® LIGHTING INC. & %JTDPWFSZ-BOFt"OBIFJN $" 5FMt'BYt5PMMGSFFJO64" &NBJMJOGP!UPLJTUBSDPNt8FCTJUFXXXUPLJTUBSDPN Part #: LDR6-60 AT SYSTEMS POLES (F1A): TIVOLI: LSL-B-18-WW-F-12 WITH ADNM-320-4-5-12-D WITH DIM-OT-1-5-D QUANTITY = TO BE CONFIRMED, ALLOW 1000FT TOKISTAR: LUM-50-IW-TRI-MT WITH LDR6-60 WITH LC-ICH-MULTI QUANTITY = TO BE CONFIRMED, ALLOW 500FT Renovation Project TREE GRATE DETAILS L4.04 TREE PLANTING IN PLAZA 1 SCALE: 1/2 " = 1' - 0" TREE PLANTING AT CURBLINE 2 SCALE: 1/2 " = 1' - 0" PAVER GRATE INFORMATION 3 NTS IRRIGATED BLDG EDGE EXISTING BOULDER FOUNTAIN SLOPE PAVER SYSTEM TO DRAIN TO TRENCH DRAIN TRENCH DRAIN EXISTING FOUNDATION TO REMAIN 252'-10" CIP SEAT WALL SANDBLASTED FINISH WITH LED ROPE LIGHT 36" CIP FOOTER UNIT PAVERS RE: SITE PLAN CONC SUBASE RE: DETAILS 3'-0" 2'-0" 3" 1 1/2" Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project SITE DETAILS L4.01 STAGE STORAGE AND ELECTRICAL CLOSET 3 SCALE: 1/2 " = 1' - 0" STAGE SECTION 1 SCALE: 1/2 " = 1' - 0" STAGE STAIRS SECTION 2 SCALE: 1/2 " = 1' - 0" PLANTER SECTION BY STAGE 4 SCALE: 1/2 " = 1' - 0" SEATWALL SECTION 5 SCALE: 1/2 " = 1' - 0" SAWN CONTROL JOINT. FULL DEPTH BACKER ROD. CONT RE: SPECS VOID Fort Collins, CO 80524 01 January, 2000 PROJECT INFORMATION PROGRESS PRINTS NOT FOR CONSTRUCTION Old Town Square PROJECT RECORD DRAWINGS Sheet Number Drawing Title No. Date Description Revisions NK/ET ET 10/24/14 14.014.1 XXXXXXXXXXXXXX 10/24/14 30% DD REVIEW SET CONSULTANTS Renovation Project HARDSCAPE DETAILS L4.00 CIP CONC PAVING SCALE: 1 1/2 " = 1' - 0" TYP CONCRETE UNIT PAVER SCALE: 1 1/2 " = 1' - 0" UNIT PAVERS ON CONC. SLAB 1 2 3 SCALE: 1 1/2 " = 1' - 0" STONE PAVERS SCALE: 1 1/2 " = 1' - 0" STONE PAVER AT FOUNTAIN SCALE: 1 1/2 " = 1' - 0" STONE JOINTS 4 5 6 SCALE: 3 " = 1' - 0" FINISH: TBD MANUFACTURER: FORMS + SURFACES NOTE: PRODUCT IS SUBJECT TO CHANGE OTS LOGO ON SIDE - OPTIONAL JOINTING 2.1 SAWN CONTROL JOINT 2.2 SEALED EXPANSION JOINT CURBS, EDGES, STEPS 3.1 CIP COLORED CONC STEPS 3.2 CIP COLORED CONC BAND WALLS 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 3 5.7 3 5.7 5 5.7 5 5.7 5.7 11 5.7 11 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.2 5.9 5.8 5.9 5.9 5.9 5.9 5.9 4 5.9 4 5.4 2 5.9 2 5.4 5.10 3 5.9 4 5.9 5.2 5.5 5.5 5.5 3 5.2 10 5.4 2 5.4 5.4 4 5.2 5.10 2 5.4 8 5.2 8 5.2 4 5.6 4 5.3 3 5.9 5.10 9 5.3 5 5.2 5.10 5.9 5.4 5.4 5.2 3 5.2 4 5.10 5.10 5.3 4 5.3 4 5.2 6 5.6 5 5.9 4 5.10 5.10 5.1 5.1 4 5.1 5.10 5 5.1 5.1 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T E R I A L K E Y N O T E S LAYOUT SITE PLAN - NORTH 1 SCALE: 1 " = 10' - 0" EDGE OF SHELTER ROOF 12'-2 1/2" 22'-10" +6" +12" +18" PA PA PA PA PA ELECTRICAL / STORAGE CLOSET BRICK RETAINING WALL LOW VOLTAGE LIGHT RE: LIGHTING PLAN CONC. HC RAMP MOVABLE 3' WIDE PLANTER POTS 12" RAISED PLATFORM FOR GROUND SPEAKERS 9'-7" 21'-7" 35'-3" 18" CIP RETAINING WALL FOR RAMP 18" CIP RETAINING WALL FOR RAMP LED LIGHTING UNDER STAIR TREAD RE: LIGHTING PLAN STAGE STRUCTURAL SUPPORTS RE: STRUCTURAL 8X8 STEEL SUPPORT COLUMN STAGE CAN LIGHT RE: LIGHTING 1.2 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.5 CONCRETE UNIT PAVER #3 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL 1.6 SANDSTONE PAVING, TO MATCH 1.4 CONCRETE UNIT PAVER #2 1.7 GRANITE PAVER, BLACK 1 L4.01 3 L4.01 PA SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T C H L I N E L 2 . 0 2 M A T C H L I N E L 2 . 0 1 M A T C H L I N E L 2 . 0 3 1.2 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.5 CONCRETE UNIT PAVER #3 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL 1.6 SANDSTONE PAVING, TO MATCH 1.4 CONCRETE UNIT PAVER #2 1.7 GRANITE PAVER, BLACK 1.6 1.5 1.6 PA CLEAN EXISTING CONCRETE PAVING & REPAIR AS NEEDED REPLACE PAVERS KEEP EXISTING TRENCH DRAIN CONFIRM DRAINAGE IS OPERABLE REPLACE PAVERS IN BAND 1.1 1.5 RE: FURNISHINGS PLAN L3.00 SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T C H L I N E L 2 . 0 4 M A T C H L I N E L 2 . 0 1 PA 1.2 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.5 CONCRETE UNIT PAVER #3 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL 1.6 SANDSTONE PAVING, TO MATCH 1.4 CONCRETE UNIT PAVER #2 1.7 GRANITE PAVER, BLACK 1.6 1.3 1.5 1.1 11'-4" EXISTING PAVERS REPAIR AS NEEDED PAVER TRANSITION AT GRADE PAVERS TO PEDESTAL FOLLOW ELEC. BOX PAVERS TO EXISTING WALL TAKE PAVERS TO EDGE OF EXISTING CONCRETE RE: FURNISHING PLAN L3.00 PAVER BAND WITH TO MATCH EXISTING AT COOPER SMITH'S ALLEY PAVER GEOMETRY TO BE CONFIRMED BY LANDSCAPE ARCHITECT ON SITE PRIOR TO INSTALLATION SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T C H L I N E L 2 . 0 1 PA PA PA PA PA PA 5.4 1.7 5.4 1.3 1.6 1.5 PA PA 0.2 0.2 0.2 0.2 0.2 1 L4.02 5 L4.01 4.2 4.2 1.2 1.1 6" THK CIP CONC PVMT, GRAY, SAWN JTS 6" THK CIP CONC PVMT, COLORED W/ SANDSCAPE TEXTURE FINISH, SAWN JTS, TBD 1.3 CONCRETE UNIT PAVER #1 1.5 CONCRETE UNIT PAVER #3 4.1 BRICK VENEER STAGE WALL 4.2 BRICK VENEER SEATWALL 1.6 SANDSTONE PAVING, TO MATCH 1.4 CONCRETE UNIT PAVER #2 1.7 GRANITE PAVER, BLACK 20'-0" 2'-0" 5'-8 1/2" 15'-2" 3.2 4.2 13'-7" 7'-7" 5'-0" 22'-1 1/2" 13'-10 1/2" 43'-1 1/2" 29'-10" 1 A1.1 RESTROOM LOCATION NEW RUBBERIZED PLAY SURFACE ON CONCRETE SLAB WITH UNDER DRAIN CHILDREN'S PLAY ELEMENT TBD 6" CONCRETE STEP FROM EXISTING WALL TO NEW WALL CONCRETE BAND NO STEP GRADE PER CIVIL KEEP EXISTING PAVERS. REPLACE DAMAGED PAVERS AS NEEDED RE- GRADING OF SUBSURFACE IS NECESSARY TO CREATE POSITIVE DRAINAGE TO EXISTING STORM INLETS RE: CIVIL KEEP EXISTING PAVERS. REPLACE DAMAGED PAVERS AS NEEDED RE- GRADING OF SUBSURFACE IS NECESSARY TO CREATE POSITIVE DRAINAGE TO EXISTING STORM INLETS RE: CIVIL KEEP EXISTING PAVERS. REPLACE DAMAGED PAVERS AS NEEDED RE- GRADING OF SUBSURFACE IS NECESSARY TO CREATE POSITIVE DRAINAGE TO EXISTING STORM INLETS RE: CIVIL RE: FURNISHINGS PLAN L3.00 PAVERS TO BLEND INTO EXISITNG PAVERS 4.2 BRICK VENEER SEATWALL SITE FURNISHINGS & SITE ELEMENTS 5.1 MULTI-PURPOSE POLE 5.2 BISTRO TABLE AND CHAIRS 5.3 ADIRONDACK CHAIRS 5.4 BENCH - MOVABLE 5.5 BENCH - WALL MOUNT 5.6 BENCH - CUSTOM WOOD 5.7 BIKE RACK / BOLLARD 5.8 CUSTOM BIKE RACK / ART 5.9 PLANTER POT 5.10 LITTER / RECYCLE SITE LIGHTING 6.1 PED LIGHT AND POLE 6.2 PED LIGHT 6.3 STAGE DOWN LIGHT 6.4 LOW VOLTAGE LIGHT 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T E R I A L K E Y N O T E S LAYOUT SITE PLAN - NORTH 1 SCALE: 1 " = 10' - 0" PA LIMIT OF WORK 146'-8" PA PA PA PA PA PA M A T C H L I N E L 2 . 0 2 26'-2 1/2" 2'-6" 15'-0" 11'-8 1/2" 11'-6 1/2" EXISTING TREE WELL TO REMAIN PAVERS UP TO EDGE 5 L4.01 1 L4.04 4 L4.01 1.6 1.7 1.6 5'-0" 15'-0" 1.4 1.4 1.3 3.2 1.6 1.7 1.6 1.6 1.3 1.5 5.4 1.5 5.4 1.3 5.4 1.3 5.4 1.4 1.6 1.6 1.6 1.5 PA 5.4 1.7 24'-11 1/2" 90'-8 1/2" 8'-0" 39'-6 1/2" 30'-0" 34'-4" 2'-0" 1.6 5'-0" 1'-8" 18'-3 1/2" 63'-4" 12'-8" 2'-0" 18'-1 1/2" 27'-3" 23'-3" 9'-5" 10'-7 1/2" 5.4 1.2 1.7 GRANITE PAVER, BLACK 3.2 3.2 M A T C H L I N E L 2 . 0 4 1 2.05 3 L4.02 2 L4.02 6.5 ARCHITECTURAL LIGHTING PLANTING 7.1 DECIDUOUS TREE 7.2 PLANTING 7.3 WOOD MULCH 4.0 3.0 2.0 1.0 0.0 5.0 6.0 7.0 M A T E R I A L K E Y N O T E S OVERALL SITE PLAN 1 SCALE: 1 " = 20' - 0" M O U N T A I N A V E N U E W A L N U T S T R E E T LIMITS OF WORK L 2 . 0 1 L 2 . 0 2 L 2 . 0 3 L 2 . 0 4 LIMITS OF WORK LIMITS OF WORK 13. PATIO RAILINGS TO REMAIN (REPAIR WHERE NEEDED) 14. PAVERS TO BE REMOVED (SALVAGE USABLE MATERIAL) 15. PAVERS TO REMAIN 16. CONCRETE PAVING TO BE REMOVED 17. CONCRETE PAVING TO REMAIN 18. LIGHT FIXTURE TO REMAIN 19. LIGHT FIXTURE TO BE REMOVED, POLE AND HEAD TO BE KEPT FOR REUSE 20. STORM DRAIN INLET TO BE REMOVED AND MANHOLE 21. STORM DRAIN TO REMAIN, VERIFY EXISTING DRAIN IS OPERATIONAL 22. REMOVE VAULT 23. WATER LINE TO BE REMOVED 24. WATER LINE TO REMAIN 25. ELECTRICAL TO REMAIN 26. ELECTRICAL TO BE REMOVED 27. GAS LINE TO BE REMOVED 28. GAS LINE TO REMAIN 29. IRRIGATION LINE TO BE REMOVED 30. IRRIGATION LINE TO REMAIN CAPS TO BRICK COLUMNS. GREASE TRAP TO BE RELOCATED TO ANOTHER LOCATION. COORDINATE WITH OWNER. CONC. PAVING TO BE REMOVED. 1 1 4 3 14 REMOVE CONCRETE TREE RING AND SUBSURFACE STRUCTURES IF NEEDED. CONCRETE BAND AROUND BUILDING TO REMAIN GAS LINES TO REMAIN. ENSURE NOT TO DAMAGE DURING REMOVAL OF WALL HISTORIC SIGN IN LANDSCAPE BE TO BE RELOCATED COORDINATE WITH OWNER. TRANSFORMERS TO REMAIN. VERIFY HEIGHT OF CONCRETE PAD FOR REPLACEMENT OF ADJACENT PAVERS 21 19 17 1 7 1 19 1 15 PAVERS TO BE REMOVED UP TO EDGE OF BLDG. 15 14 REMOVE PAVERS TO EDGE OF CONCRETE BAND. CORRDINATE EXACT LOCATION WITH OWNER AND TEAM. 14 REMOVE PAVERS TO EDGE OF CONCRETE BAND. CORRDINATE EXACT LOCATION WITH OWNER AND TEAM. 1 1 4 1 4 1 4 20 20 19 PLAY SURFACE TO BE REMOVED AND NEW SURFACE INSTALLED PER PLANS. REMOVE ART AND STORE IN A SAFE PLACE FOR REUSE. LIMITS OF WORK D E M O L I T I O N K E Y N O T E S 1. TREE TO REMAIN (PROTECT ROOT ZONE) 2. TREE TO BE REMOVED 3. PLANTER WALL AND FOUNDATION TO BE REMOVED 4. PLANTER WALL TO REMAIN 5. PLANT MATERIAL TO BE REMOVED 6. PLANT MATERIAL TO REMAIN 7. TREE WELL TO REMAIN 8. BOLLARD TO BE REMOVED 9. STAIRS TO BE REMOVED 10. STAIRS TO REMAIN 11. HANDRAIL TO BE REMOVED 12. PATIO RAILINGS TO BE REMOVED 13. PATIO RAILINGS TO REMAIN 14. PAVERS TO BE REMOVED (SALVAGE USABLE MATERIAL) 15. PAVERS TO REMAIN 16. CONCRETE PAVING TO BE REMOVED 17. CONCRETE PAVING TO REMAIN 18. LIGHT FIXTURE TO REMAIN 19. LIGHT FIXTURE TO BE REMOVED, POLE AND HEAD TO BE KEPT FOR REUSE 20. STORM DRAIN INLET TO BE REMOVED AND MANHOLE 21. STORM DRAIN TO REMAIN, VERIFY EXISTING DRAIN IS OPERATIONAL 22. REMOVE VAULT 23. WATER LINE TO BE REMOVED 24. WATER LINE TO REMAIN 25. ELECTRICAL TO REMAIN 26. ELECTRICAL TO BE REMOVED 27. GAS LINE TO BE REMOVED 28. GAS LINE TO REMAIN 29. IRRIGATION LINE TO BE REMOVED 30. IRRIGATION LINE TO REMAIN 10. STAIRS TO REMAIN 11. HANDRAIL TO BE REMOVED 12. PATIO RAILINGS TO BE REMOVED 13. PATIO RAILINGS TO REMAIN 14. PAVERS TO BE REMOVED (SALVAGE USABLE MATERIAL) 15. PAVERS TO REMAIN 16. CONCRETE PAVING TO BE REMOVED 17. CONCRETE PAVING TO REMAIN 18. LIGHT FIXTURE TO REMAIN 19. LIGHT FIXTURE TO BE REMOVED, POLE AND HEAD TO BE KEPT FOR REUSE 20. STORM DRAIN INLET TO BE REMOVED AND MANHOLE 21. STORM DRAIN TO REMAIN, VERIFY EXISTING DRAIN IS OPERATIONAL 22. REMOVE VAULT 23. WATER LINE TO BE REMOVED 24. WATER LINE TO REMAIN 25. ELECTRICAL TO REMAIN 26. ELECTRICAL TO BE REMOVED 27. GAS LINE TO BE REMOVED 28. GAS LINE TO REMAIN 29. IRRIGATION LINE TO BE REMOVED 30. IRRIGATION LINE TO REMAIN 19 5 19 3 19 19 19 19 22 19 19 3 9 14 19 22 22 20 20 22 29 10 11 1 1 4 19 21 4 FOUNTAIN ROCKS AND FOUNDATIONS TO REMAIN. COORDINATE REMOVAL OF STAIRS AND FOUNTAIN BASIN WITH FOUNTAIN DESIGNER LIMITS OF WORK. REPLACE AND REPAIR PAVERS DAMAGED OR REMOVED FOR UTILITY CONNECTIONS 9 14 14 2 PAVERS TO BE REMOVED UP TO CONCRETE BAND. REPLACEMENT SCHEDULE TOO COORDINATE WITH BUSINESS OWNERS 20 21 22 22 21 19 M A T C H L I N E L 1 . 0 3 REMOVE CONCRETE BANDING AND PAVERS REMOVE CURB AND GUTTER LIMITS OF WORK LIMITS OF WORK CAREFULLY AND NOTIFY LANDSCAPE ARCHITECT AND REQUEST CLARIFICATION OF ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK. ALL SYMBOLS ARE SHOWN DIAGRAMMATICALLY ILLUSTRATING APPROXIMATE LOCATION OF EXISTING AND PROPOSED MATERIALS. ANY DISCREPANCIES OR CONFLICTS BETWEEN EXISTING AND PROPOSED CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. LIMIT OF WORK LINE FOR CONSTRUCTION IS SHOWN DIAGRAMMATICALLY AND OCCURS AT BACK OF CURB , EDGE OF ROAD, FACE OF BUILDING WALL OR PROPERTY LINE EXCEPT WHERE OTHERWISE NOTED. WHERE LIMIT OF WORK IS SHOWN IN LANDSCAPE AREAS, LIMIT DISTURBANCE TO UNDISTURBED AREAS AND REINSTATE LANDSCAPE AS SHOWN ON PLANS. ALL LAYOUT DIMENSIONS ARE TO BACK OF CURB, (BOC), FACE OF WALL, (FOW) OR FACE OF BUILDING(FOB) UNLESS OTHERWISE NOTED. ALL LAYOUT DIMENSIONS ARE FROM PLAN VIEW CALCULATIONS. ACTUAL FIELD DIMENSIONS MAY VARY FROM PLAN DUE TO ACTUAL LENGTHS ALONG A SLOPED SURFACE. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS MARKED "VERIFY" ARE TO BE FIELD MEASURED. ANY FIELD DISCREPANCIES FROM THE NOTED DIMENSIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO EXECUTING FURTHER WORK. SPECIAL CONSIDERATION HAS BEEN GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEEN LANDSCAPE MATERIALS, FINISHES AND LAYOUT IN RELATIONSHIP TO THE ARCHITECTURE AND/OR STREET, CURB & GUTTER AND SIDEWALK SYSTEMS. PAVEMENT JOINTING, FINISHES, COLOR AND GRADES HAVE BEEN STRICTLY COORDINATED. CONSTRUCTION OF THESE SYSTEMS SHALL ALSO BE STRICTLY COORDINATED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE PROJECT MATERIALS, PROCEDURES AND INSTALLATION. WORK INSTALLED NOT IN COMPLIANCE WITH THE SPECIFICATIONS IS SUBJECT TO REMOVAL AND REPLACEMENT W/O ADDITIONAL COST TO THE OWNER . THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE. ALL SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES, GRAPHICALLY SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE. ARCHITECTURAL ELEMENTS ARE SHOWN ON LANDSCAPE PLANS FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL ARCHITECTURAL INFORMATION. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. NOTHING IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE LANDSCAPE ARCHITECT AND THE CONTRACTOR OR ANY SUBCONTRACTOR. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS OR PROCEDURES UTILIZED IN CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1 L0.00 COVER SHEET 2 L1.00 OVERALL DEMO PLAN 3 L1.01 DEMO PLAN 4 L1.02 DEMO PLAN 5 L1.03 DEMO PLAN 6 L1.04 DEMO PLAN 7 L2.00 OVERALL SITE PLAN 8 L2.01 HARDSCAPE LAYOUT PLAN 9 L2.02 HARDSCAPE LAYOUT PLAN 10 L2.03 HARDSCAPE LAYOUT PLAN 11 L2.04 HARDSCAPE LAYOUT PLAN 12 L2.05 STAGE PLAN ENLARGEMENT 13 L3.00 FURNISHING PLAN 14 L3.01 FURNISHING ELEMENTS 15 L3.02 FURNISHING ELEMENTS 16 L4.00 HARDSCAPE DETAILS 17 L4.01 SITE DETAILS 18 L4.02 SITE ELEVATIONS/SECTIONS 19 L4.03 STAGE SHELTER IMAGES 20 L4.04 TREE WELL/GRATE DETAILS 21 C0.1 CIVIL GENERAL NOTES 22 CO.2 LEGEND AND ABBREVIATIONS 23 C1.0 GRADING AND DRAINAGE PLAN 24 C1.1 GRADING AND DRAINAGE PLAN 25 C2.0 UTILITY PLAN 26 C2.1 UTILITY PLAN SHT# DWG# TITLE (landscape sheets only) MATERIAL MAXIMUM MECHANICAL MANHOLE MINIMUM MISCELLANEOUS NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OPPOSITE PLANTING AREA POINT OF CURVATURE PERFORATE(D) PEDESTRIAN PERIMETER PROPERTY LINE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT, POINT OF TANGENCY POLYVINYL CHLORIDE PAVEMENT PAVER(S) QUANTITY RADIUS REFERENCE REINFORCE(D), (ING) REQUIRED REVISION(S), REVISED RIM ELEVATION RIGHT-OF-WAY RADIUS POINT SANITARY SCHEDULE STORM DRAIN SECTION SQUARE FOOT (FEET) SHEET SIMILAR SPECIFICATIONS SQUARE STATION STANDARD STEEL STRUCTURAL SYMMETRICAL TOP AND BOTTOM TOP OF BACK OF CURB TO BE DETERMINED TOP OF CURB THICK TOP OF LIGHT FOOTING TOP OF TOP OF CONCRETE TOPOGRAPHY TOP OF RAMP TRANSFORMER TOP OF STEP TOP OF WALL TYPICAL UNFINISHED VARIES VERTICAL VEHICLE VOLUME WITH WITHOUT WEIGHT WELDED WIRE FABRIC YARD MATL MAX MECH MH MIN MISC NIC NOM NTS OC OD OPP PA PC PERF PED PERM PL PSF PSI PT PVC PVMT PVR QTY R RE REINF REQ'D REV RIM ROW RP SAN SCH SD SEC SF SHT SIM SPECS SQ STA STD STL STRUCT SYM T&B TBC TBD TC THK TLF TO TOC TOPO TR TRANS TS TW TYP UNFIN VAR VERT VEH VOL W/ W/O WT WWF YD APPROXIMATE ARCHITECT AVERAGE BALLED AND BURLAPPED BUILDING BENCHMARK BACK OF CURB BOTTOM OF RAMP BOTTOM OF STEP BETWEEN BOTTOM OF WALL CALIPER CUBIC FEET CAST-IN-PLACE CONTROL JOINT CENTERLINE CLEAR(ANCE) COMPACTED CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CUBIC DOUBLE DEGREE DEMOLISH, DEMOLITION DIAMETER DIMENSION DOWN DETAIL DRAWING EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ENGINEER EQUAL ESTIMATE EACH WAY EXISTING FINISHED GRADE FINISH FLOW LINE FACE OF BUILDING FACE OF WALL FINISH SURFACE FOOT (FEET) FOOTING GAUGE GALLON GALVANIZED GRADE BREAK GENERAL CONTRACT(OR) GALLON PER MINUTE HORIZONTAL HIGH POINT HEIGHT INSIDE DIAMETER INVERT ELEVATION INCHES INCLUDE(D) IRRIGATION JOINT(S) LINEAR LIMIT OF DISTURBANCE LIMIT OF WORK LOW POINT LIGHT APROX ARCH AVG B&B BLDG BM BOC BR BS BTWN BW CAL CF CIP CJ CL CLR COMP CONC CONSTR CONT CONTR CU DBL DEG DEMO DIA DIM DN DTL DWG EA EF EJ ELEV ELECT ENG EQ EST EW EXIST FG FIN FL FOB FOW FS FT FTG GA GAL GALV GB GC GPM HORIZ HP HT ID INV IN INCL IRR JT(S) LIN LOD LOW LP LT A B B R E V I A T I O N S G E N E R A L N O T E S S H E E T I N D E X 27 LE1.00 LIGHTING PLAN 28 LE1.01 LIGHTING CUT SHEETS 29 LE1.02 LIGHTING CUT SHEETS 30 LE1.03 LIGHTING CUT SHEETS 31 LE1.04 LIGHTING CUT SHEETS 32 LE1.05 LIGHTING CUT SHEETS 33 LE1.06 LIGHTING CUT SHEETS 34 LE1.07 LIGHTING CUT SHEETS 35 S1.00 STRUCTURAL NOTES 36 S1.01 STRUCTURAL SITE PLAN 37 S1.02 FOUNDATION PLAN - NORTH 38 S2.00 ENLARGED STAGE FOUNDATION PLAN 39 S2.01 ENLARGED STAGE ROOF FRAMING PLAN 40 S3.00 STRUCTURAL DETAILS 41 WF1.00 WATER FEATURE SITE PLAN AND NOTES 42 WF1.01 WATER FEATURE COORDINATION/VAULT 43 WF2.01 WATER FEATURE PLAN AREAS 44 WF3.01 FOUNTAIN DETAILS 45 WF3.02 FOUNTAIN DETAILS 46 WF4.01 FOUNTAIN PLUMBING SCHEDULE 47 WF4.02 FOUNTAIN INTERLOCK SCHEMATIC 48 A1.1 RESTROOM FLOOR PLAN AND SPECS 49 P0.00 PLUMBING COVER SHEET 50 P1.01 PLUMBING SITE PLAN NE 51 P1.02 PLUMBING SITE PLAN NW 52 E0.00 ELECTRICAL COVER SHEET 53 E1.01 ELECTRICAL SITE PLAN NE 54 E1.02 ELECTRICAL SITE PLAN NW 55 E1.03 ELECTRICAL SITE PLAN SE 56 E1.04 ELECTRICAL SITE PLAN SW 57 E6.01 ELECTRICAL DIAGRAMS AND SCHEDULE SHT# DWG# TITLE 3 0% DESIGN DEVELOPMENT DRAWINGS 251 LINDEN STREET SUITE 200 FORT COLLINS, 80524 WATER FEATURE DESIGN: OLC AQUATICS 616 EAST SPEER BOULEVARD DENVER, CO 80203 F O R T C O L L I N S C O L O R A D O