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HomeMy WebLinkAboutRFP - 8851 POWER PLANT FOR TELECOMMUNICATION EQUIPMENT HUTS FOR A MUNICIPAL GIGABIT BROADBAND NETWORKRFP 8851 Power Plant for Telecommunication Equipment Huts REQUEST FOR PROPOSAL #8851 POWER PLANT FOR TELECOMMUNICATION EQUIPMENT HUTS FOR A MUNICIPAL GIGABIT BROADBAND NETWORK The City of Fort Collins is requesting proposals from qualified firms to purchase and install an AC and DC power solution, including battery backup, necessary for four (4) pre-fabricated telecommunications huts which will used to house the network electronics for Fort Collins Connexion’s gigabit broadband network. 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 a hard copy proposal we require one (1) hard copy and one (1) electronic copy on a jump drive to 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) on January 18, 2019 and referenced as Proposal No. 8851. 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. All questions should be submitted, in writing via email, to Gerry Paul, Purchasing Director at gspaul@fcgov.com, with a copy to Project Manager, Brad Ward, at bward@fcgov.com, no later than 3:00 PM MST (our clock) on January 11, 2019. Please format your e-mail to include: RFP 8851 Power Plant for Telecommunication Equipment Huts in the subject line. Questions received after this deadline may not be answered. Responses to all questions submitted before the deadline will be addressed in an addendum and posted on the Rocky Mountain E-Purchasing System webpage. Rocky Mountain E-Purchasing System hosted by Bidnet A copy of the RFP may be obtained at http://www.bidnetdirect.com/colorado/city-of-fort-collins. This RFP has been posted utilizing the following Commodity Code(s): 031 Air Conditioning, Heating, and Ventilating: Equipment, Parts and Accessories 91230 Construction, Power Plant RFP 8851 Power Plant for Telecommunication Equipment Huts Public Viewing Copy: The City is a governmental entity subject to the Colorado Open Records Act, C.R.S. §§ 24-72-200.1 et seq. (“CORA”). Any proposals submitted hereunder are subject to public disclosure by the City pursuant to CORA and City ordinances. Firms may submit one (1) additional complete proposal clearly marked “FOR PUBLIC VIEWING.” In this version of the proposal, the Firm may redact text and/or data that it deems confidential or proprietary pursuant to CORA. Such statement does not necessarily exempt such documentation from public disclosure if required by CORA, by order of a court of appropriate jurisdiction, or other applicable law. Generally, under CORA trade secrets, confidential commercial and financial data information is not required to be disclosed by the City. Proposals may not be marked “Confidential” or ‘Proprietary’ in their entirety. All provisions of any contract resulting from this request for proposal will be public information. New Firms: The City requires new Firms 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 Firm Direct Deposit Authorization Form can be found on the City’s Purchasing website at www.fcgov.com/purchasing under Firm Reference Documents. Please do not submit with your proposal. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision-making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Collusive or Sham Proposals: Any proposal deemed to be collusive or a sham proposal will be rejected and reported to authorities as such. Your authorized signature of this proposal assures that such proposal is genuine and is not a collusive or sham proposal. The City of Fort Collins reserves the right to reject any and all proposals and to waive any irregularities or informalities. Utilization of Award by Other Agencies: The City of Fort Collins reserves the right to allow other state and local governmental agencies, political subdivisions, and/or school districts to utilize the resulting award under all terms and conditions specified and upon agreement by all parties. Usage by any other entity shall not have a negative impact on the City of Fort Collins in the current term or in any future terms. The selected firm will be required to sign the City’s standard Agreement attached hereto as Attachment 3 prior to commencing services. Sincerely, Gerry Paul Purchasing Director Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts City of Fort Collins Request for Proposals (RFP) #8851 for Power Plant for Telecommunication Equipment Huts For a Municipal Gigabit Broadband Network SECTION 1 – Project Background Fort Collins is nestled against the foothills of the Rocky Mountains and alongside the banks of the Cache La Poudre River. With an estimated population of 170, 000 (approximately 70,000 premises), Fort Collins is among the nation’s fastest growing metropolitan areas. The City includes many assets and amenities that provide a competitive advantage including: Colorado State University, abundant natural resources and agricultural land, highly educated and creative workforce, a historic downtown, and many miles of trails, parks and bike paths. Fort Collins has one of the highest rates of patents per capita in the world with a major research institution – Colorado State University – a cluster of federal laboratories and such high-tech companies as Hewlett-Packard, AMD, Intel and Broadcom. During the Budgeting for Outcomes (BFO) community outreach in 2014, the community prioritized and identified a need to address the lack of reliable, universal and affordable broadband services. The City of Fort Collins addressed the broadband situation by identifying the following strategic objective in the 2015/2016 & 2018 Strategic Plans: “Strategic Objective 3.7 –Deploy reliable, high-speed internet services throughout the community.” The overall objective is to bring reliable, high speed internet to the city of Fort Collins, while making an informed decision through evaluation of risk and opportunities. The FCC formally defines broadband as internet download speed of 25 megabits per second (Mbps) and upload of 3Mbps or faster. However, a popular benchmark of high-speed broadband is commonly known as gigabit speed (Gbps), and is seen in many cities across the country including Longmont, CO. More information about the City’s Strategic Plan can be found at: https://ourcity.fcgov.com/update-the-citys-2018-strategic-plan. In November 2017, the citizens of Fort Collins approved ballot measure 2B, giving the City the authority to provide high-speed broadband services to the community. In July 2018 Fort Collins Connexion was unveiled as the City’s answer to Strategic Objective 3.7 to provide gigabit broadband triple-play services. SECTION 2 - Project Assumptions The City of Fort Collins is soliciting proposals to purchase and install an AC and DC power solution, including battery backup, necessary for four (4) pre-fabricated telecommunications huts which will used to house the network electronics for Fort Collins Connexion’s gigabit broadband network. There are two sizes of huts, with each size being identical. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts Please see the official building plans included in this RFP as Attachments 1 and 2 for exact dimensions for each hut. General outside dimensions are as follows: • 2 x huts: 12’ x 16’ • 2 x huts: 8’ x 14’ The larger two huts are considered “core” locations and will contain the most equipment. All proposals must take into account the available floor space in each hut. Please refer to the attached technical floorplan drawings as a guideline for determining power plant sizing requirements. Proposals must be submitted in accordance with the conditions outlined in this Request for Proposals (RFP). SECTION 3 - Project Requirements The proposed solution will meet the following requirements. Requirements listed as optional refer to aspects the City encourages the vendor to include in their proposal, however such items are optional and not firm requirements. Please include a detailed response of the proposed solution’s capabilities and/or how the proposed solution will meet these requirements. 1. Hut Layout The proposed solution shall include suggested layouts of all proposed power, battery and related equipment. Such layouts should also include the City’s expected racks of equipment. Please see the “Racks & Cable Management for Power Solution and Network Electronics” section below. 2. AC and DC Power The proposed solution will include power necessary for expected current draw (reference Table 1) and future expansion (reference Table 2). Please provide details on how the proposed solution will meet the current expected draw requirements and can be efficiently and cost effectively expanded within the available space to meet future needs. Expected Current Draw – Table 1 DC Watts AC Watts Hut #1 (12’x16’) 15,500 8,000 Hut #2 (12’x16’) 15,500 8,000 Hut #3 (8’x14’) 7,500 2,000 Hut #4 (8’x14’) 7,500 2,000 Future Expansion (estimated) – Table 2 DC Watts AC Watts Hut #1 (12’x16’) 23,000 10,000 Hut #2 (12’x16’) 23,000 10,000 Hut #3 (8’x14’) 15,000 2,000 Hut #4 (8’x14’) 15,000 2,000 Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts 3. Battery Backup The proposed solution will include a Battery Backup system with the capacity to provide full power in the event of a power failure based on the expected current draw stated above in Table 1. Proposals should address two Battery Backup options including a four (4) hour and an eight (8) hour backup capabilities. Please provide details on how the proposed solution will meet these options, including the following requirements and information: a. Battery manufacturer(s). b. Manufacturers warranties. c. Estimated life span of batteries. d. Run-time specs during outage condition. e. Maintenance plans. f. Details on Battery Backup options and different battery technologies. g. Battery specifications including information such as gallons and type of electrolyte per unit. h. Details on the scalability of the proposed solution and how it will be able to meet future growth needs stated above in Table 2. i. Details on quality assurance. 4. Additional/Optional Power Features Please provide in the proposed solution optional pricing as appropriate on additional features and capabilities available. For example: a. Details on providing end-to-end circuit schematics, i.e., single/1-line diagrams. b. Power conditioning capability (i.e., power flowing though UPS) c. Provide power quality and status monitoring capabilities d. User-replaceable and hot-swappable battery capability e. Adjustable voltage sensitivity f. Auto restart and self-testing capability g. Alarm monitoring, notification and polling features h. Predictive failure notification capability i. Temperature-compensated charging features for batteries j. Power conditioner (i.e., power flowing though UPS). k. Ability to bypass UPS (not necessarily all items would go through UPS). l. Provide power quality and status monitoring capabilities (an interface to a What’s Up Gold monitoring system, for example). m. Interface to a portable generator. 5. Racks & Cable Management for Power Solution and Network Electronics In addition to any racks and cable management necessary for the proposed power solution, the City requires a proposed rack and cable management solution to meet our network electronics needs. Please include in the proposed solution a rack and cable management system that meets the following requirements: Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts a. Racks for Network Electronics 19” 4 post 19” 2 post 23” 2 post Hut #1 (12’x16’) 1 2 2 Hut #2 (12’x16’) 1 2 2 Hut #3 (8’x14’) N/A N/A 3-4 * Hut #4 (8’x14’) N/A N/A 3-4 * *The 4th rack in huts #3 and #4 are optional depending upon space available. b. All racks (for power and network electronics) shall be bolted to the concrete floor. c. Include options and suggestions for vertical cable management between racks. d. Overhead cable management will be handled by the City of Fort Collins, including fiber management. e. All racks must be grounded. A ground bus is included with each hut from the hut manufacturer. 6. Timeline Huts are scheduled to be delivered on January 25th, 2019 with the expectation of power/batteries/racks/etc. being installed by February 10th, 2019. Please provide a detailed description of the proposal’s schedule in order to meet this timeline. SECTION 4 - Response Format and Submittal Requirements The RFP response needs to address answers to the following questions in this order and format. A. Pricing 1. Provide pricing for the four (4) hour and eight (8) hour Battery Backup options. Provide any other options within the proposal and their price points. Please detail why each option should be considered (pros, cons, etc). 2. Provide a detailed list of all recurring, non-recurring, licensing, and maintenance charges that may be applicable to the City of Fort Collins for your solution. 3. The City reserves the right to purchase any, all, or none of the products and services offered in responses. The City of Fort Collins will not pay charges that are not specifically defined within the Bidder’s response. B. Describe all phases and timelines associated with implementation of your recommendation to include: 1. Detailed power solution design, including all requirements above. 2. Deployment phases from logistics to turn-up and hand-off. 3. Support, Maintenance, and Warranties Include timelines for each of the phases described above. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts C. Solution Description 1. Please describe in detail the system and related equipment. 2. What are the requirements for any equipment needed to implement your recommended solution? Include details of any necessary equipment for both City of Fort Collins’s facilities and customers’ premise. 3. Define in detail the implementation timeline upon contract acceptance including total time to in-service date. 4. Provide list of deployments of similar solutions deployed by responding bidder and describe their current deployment status (Evaluating, Testing, Production, etc.) 5. Describe all maintenance agreements and warranties. 6. Respondents will be responsible for any permitting and following all applicable City, state, and local codes including conformance to Americans with Disabilities Act (ADA). SECTION 5 – Other Details Anticipated Schedule The following represents the City’s target schedule for the RFP. The City reserves the right to amend the target schedule at any time. • RFP issuance: January 4, 2019 • Question deadline: 3:00 PM MST on January 11, 2019 • Proposal due date: 3:00 MST (our clock) on January 18, 2019 • Interviews via Webex: Week of January 21, 2019 • Award of Contract (tentative): January 2019 Interviews In addition to submitting a written proposal, the top-rated Firms may be interviewed by the project team and/or asked to meet with the team to obtain clarification on the details of the proposal, explore alternative capital structures, and the conditions or covenants proposed. Subcontractors Firms will be responsible for identifying any subcontractors in their proposal. Please note that the City will contract solely with the awarded Firm; therefore subcontractors will be the responsibility of the Firm. Laws and Regulations The Firm agrees to comply fully with all applicable local, State of Colorado and Federal laws and regulations and municipal ordinances. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts SECTION 6 – Review and Assessment Criteria Proposal and Interview Criteria Firms will be evaluated on the following criteria. These criteria will be the basis for review and assessment of the written proposals and optional interview session. At the discretion of the City, interviews of the top-rated Firms may be conducted. WEIGHTING FACTOR CRITERIA 30% Assessment of the proposed solution(s) 35% Ability to complete project by February 25, 2019 35% Proposed value including non-recurring cost, recurring cost, year-over-year cost escalators, hardware requirements, early termination penalties, etc. Reference Evaluation Criteria Prior to award, the City may check references and negative responses from references may impact the award determination. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts ATTACHMENT 1 8’ X 14’ COMMUNICATION HUT PLANS NOTES: A) PIER EMBEDMENT SHOWN IN TABLE IS REQUIRED LENGTH BELOW GRADE. CONTRACTOR SHALL ADJUST TOTAL PIER LENGTH AND REINFORCING LENGTH TO ACCOUNT FOR PIER REVEAL ABOVE FINAL GRADE. B) NOTIFY FOUNDATION DESIGN ENGINEER - ENGINEERING ANALYTICS - IF PIER REVEAL IS GREATER THAN 2'-0" ABOVE FINAL GRADE. C) ALL ANCHOR BOLTS BY PREFAB BUILDING MANUFACTURER. D) CONTRACTOR TO COORDINATE ANCHOR BOLT DETAILS WITH PREFAB BUILDING DRAWINGS TO ENSURE PROPER PLACEMENT AND LOCATION. CAISSON FOUNDATION SCHEDULE TYPE FOUNDATION DESIGNATION (DIS-TRAN STRUCTURE DESIGNATION) QUANTITY # OF PIERS DIAMETER (IN) MINIMUM PIER EMBEDMENT (FT) QUANTITY VERTICAL REINFORCING SIZE 1 TIMBERLINE FIBER HUT 6 24 25 6 #6 6" MIN FINISHED GRADE 24" DIA. PIER #4 TIES E E F F ELEVATION VARIES STAGGER SPLICES. MIN LAP 1'-4" 2" CLR FORM TOP 1'-6" OF PIER SQUARE (TO 6" BELOW FINISHED GRADE) (TYP ALL PIERS) T.O.C ELEV. = 101.00 SECTION E-E NOTE: VERT. REINF. NOT SHOWN SECTION F-F PIER EMBEDMENT SEE TABLE (SHEET 3) 4" CLR 2'-0" #4 TIES @ 12" PIER FOUNDATION DETAIL NTS 2'-0" 2'-0" EXISTING GRADE 100.00 CHAMFER ALL EXPOSED EDGES PROVIDE 4 ADD'L TIES AT TOP OF PIER FOR 4" SPACING 14'-0" 6'-0" 6'-0" 2'-0" (TYP) 2'-0" (TYP) 8'-0" BUILDING FOUNDATION PLAN NOTE: ALL COMPONENTS TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION 4'-0" TREAD WIDTH STAIR PLAN DETAIL SCALE: 1 1 2" = 1'-0" 1'-0" C10x15.3 L2x2x1/4 L2x2x1/4 C10x15.3 TYP L2x2x1/4 C10x15.3 5'-0" C8x11.5 C 4 B 4 A 4 D 4 E 4 STAIR CROSS-SECTION SCALE: 1 1 2" = 1'-0" A 4 1 1 2" SERRATED TOP 19-W-4 GALVANIZED GRADING EXTEND SLAB 4'-0" FROM STAIR 8" 8" 6" 4" 4" 1/4" SUPPORT ANGLE (SEE DETAIL THIS SHEET) 1 1 2" SERRATED TOP 19-W-4 GALVANIZED STAIR TREAD WITH NOSING TYP TYP 1/4" CONC SLAB FINISHED GRADE ELEV = 100.00 TOP OF SLAB ELEV = 100.17 TOP OF STAIR ELEV = 101.50 (MATCH BUILDING FFE) CONCRETE NOTES: 1.0 CONCRETE NOTES 1.1 ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI, 1.2 REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS, UNLESS NOTED OTHERWISE. BAR PLACEMENT TO BE IN ACCORDANCE WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND CRSI PUBLICATION "PLACING REINFORCING STEEL". 1.3 ALL EXPOSED CORNERS SHALL HAVE A 3/8" RADIUS UNLESS NOTED OTHERWISE. 1.4 CEMENT: ASTM C150, TYPE I/II 1.5 FLY ASH: ASTM C618, CLASS C OR F, 15-25% OF TOTAL CEMENTITIOUS MATERIAL 1.6 W/C RATIO: 0.45 (MAX) 1.7 CEMENT CONTENT: 564 LBS PER CUBIC YARD (MIN) 1.8 SLUMP: 6-8" 1.9 AIR CONTENT: 4.5-7.5% 1.10 AGGREGATES: A. ASTM C33, NON-POTENTIALLY ALKALI-SILICA REACTIVE PER ASTM C33, APP. X1. B. FINE AGGREGATE CONTENT: 40-50% BY TOTAL WEIGHT 1.11 ADMIXTURES: A. AIR ENTRAINING: ASTM C260 B. WATER REDUCING: ASTM C494, TYPE A OR D 1.12 CURING: COAT EXPOSED CONCRETE WITH CURING COMPOUND AND MAINTAIN TEMPERATURE OF CONCRETE ABOVE 50 DEG F FOR 5 DAYS. A. CURING COMPOUND: ASTM C309 1.13 EXPANSION JOINT MATERIAL: ASTM D994 OR D1751. 1.14 PREMOLDED JOINT FILLER: ASTM D1056, TYPE 2C5. 1.15 CONCRETE FINISH: A. PROVIDE LIGHT BROOM FINISH FOR EXTERIOR SLABS. B. SACK RUB ALL EXPOSED CONCRETE SURFACES. USE BONDING AGENT TO ENSURE GROUT ADHERENCE. 1.16 SUBMITTALS: 1.17 QUALITY ASSURANCE TESTING: A. QUALITY ASSURANCE TESTING: COMPLY WITH ACI 301. B. STRENGTH TEST: TEST AT LEAST ONE BATCH PER DAY AND ONCE PER 50 CUBIC YARDS. ADDITIONAL TESTS MAY BE PERFORMED AT THE DISCRETION OF THE ENGINEER. C. AIR CONTENT: TEST EACH BATCH. D. SLUMP: TEST EACH BATCH. 2.0 MINIMUM SPLICE FOR #6 BAR IS 30". 3.0 CLEARANCE FOR REINFORCEMENT BARS UNLESS SHOWN OTHERWISE SHALL BE A. WHEN PLACED ON GROUND 3". B. EXPOSED TO WATER, WEATHER, BACKFILL OR CONDENSATION 2". 4.0 PREPARE SLAB SUBGRADES IN ACCORDANCE WITH ACI 301. MOISTEN SUBGRADE BEFORE PLACEMENT. DO NOT CAUSE WATER TO POND, BECOME MUDDY, OR CAUSE SOFT SPOTS TO APPEAR. 5.0 BEFORE CONCRETE IS PLACED, FORMS, REINFORCEMENTS, ANCHOR BOLTS, AND EMBEDMENT SHALL BE RIGIDLY SECURED IN PROPER POSITION; ALL DIRT, MUD, WATER, AND DEBRIS SHALL BE REMOVED FROM THE SPACE TO BE OCCUPIED BY THE CONCRETE. 9.0 TOLERANCES FOR CONCRETE DIMENSIONS SHALL MEET ACI-117 AND AS NOTED BELOW. A. TOP OF PIERS MUST BE LEVEL WITHIN 1 4" B. TOP ELEVATION OF PIERS MUST BE WITHIN 1 4" OF ELEVATION INDICATED ON Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts ATTACHMENT 2 12’ X 16’ COMMUNICATION HUT PLANS 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 11.14.2018 Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts ATTACHMENT 3 SAMPLE SERVICES AGREEMENT – FOR REFERENCE ONLY – DO NOT SIGN 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 "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit A, consisting of ( ) page(s) and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Service Provider 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 , consisting of ( ) page(s), and incorporated herein by this reference. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated within ( ) days following execution of this Agreement. Services shall be completed no later than . Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. 4. Contract Period. This Agreement shall commence , 20 , and shall continue in full force and effect until , 20 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. Written notice of renewal shall be provided to the Service Provider and mailed no later than thirty (30) days prior to contract end. 5. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts 6. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be 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: Service Provider: City: Copy to: Attn: City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 7. Contract Sum. The City shall pay the Service Provider for the performance of this Contract, subject to additions and deletions provided herein, ($ ) as per the attached Exhibit " ", consisting of page(s), and incorporated herein by this reference. Payment terms are Net 30 days from the date of the invoice. 8. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 9. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 10. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts 11. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 12. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 13. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 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 thereof. 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. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts 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. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit , consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Purchasing Director, P. O. Box 580, Fort Collins, Colorado 80522, one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 18. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 19. 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. 20. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts Program”), an employment verification program established pursuant to Section 8- 17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 21. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit - Confidentiality, consisting of one (1) page, attached hereto and incorporated herein by this reference. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: APPROVED AS TO FORM: SERVICE PROVIDER'S NAME By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts EXHIBIT A SCOPE OF SERVICES Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts EXHIBIT (BID SCHEDULE/COMPENSATION) Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts EXHIBIT INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. Official Purchasing Document Last updated 10/2017 RFP 8851 Power Plant for Telecommunication Equipment Huts EXHIBIT CONFIDENTIALITY IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to this Agreement (the “Agreement”), the Service Provider hereby acknowledges that it has been informed that the City has established policies and procedures with regard to the handling of confidential information and other sensitive materials. In consideration of access to certain information, data and material (hereinafter individually and collectively, regardless of nature, referred to as “information”) that are the property of and/or relate to the City or its employees, customers or suppliers, which access is related to the performance of services that the Service Provider has agreed to perform, the Service Provider hereby acknowledges and agrees as follows: That information that has or will come into its possession or knowledge in connection with the performance of services for the City may be confidential and/or proprietary. The Service Provider agrees to treat as confidential (a) all information that is owned by the City, or that relates to the business of the City, or that is used by the City in carrying on business, and (b) all information that is proprietary to a third party (including but not limited to customers and suppliers of the City). The Service Provider shall not disclose any such information to any person not having a legitimate need-to-know for purposes authorized by the City. Further, the Service Provider shall not use such information to obtain any economic or other benefit for itself, or any third party, except as specifically authorized by the City. The foregoing to the contrary notwithstanding, the Service Provider understands that it shall have no obligation under this Agreement with respect to information and material that (a) becomes generally known to the public by publication or some means other than a breach of duty of this Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the request for such disclosure is proper and the disclosure does not exceed that which is required. In the event of any disclosure under (b) above, the Service Provider shall furnish a copy of this Agreement to anyone to whom it is required to make such disclosure and shall promptly advise the City in writing of each such disclosure. In the event that the Service Provider ceases to perform services for the City, or the City so requests for any reason, the Service Provider shall promptly return to the City any and all information described hereinabove, including all copies, notes and/or summaries (handwritten or mechanically produced) thereof, in its possession or control or as to which it otherwise has access. The Service Provider understands and agrees that the City’s remedies at law for a breach of the Service Provider’s obligations under this Confidentiality Agreement may be inadequate and that the City shall, in the event of any such breach, be entitled to seek equitable relief (including without limitation preliminary and permanent injunctive relief and specific performance) in addition to all other remedies provided hereunder or available at law. DRAWINGS. C. PIER FOUNDATIONS SHALL MEET ACI-336.1 REQUIREMENTS UNLESS NOTED OTHERWISE DRILLED PIER NOTES: 1. EACH PIER EXCAVATION SHALL BE MADE TO THE DEPTH INDICATED ON SHEET 3. DEPTH OF PIERS INDICATED IN THE DRAWINGS ARE ESTIMATES BASED ON SUBSURFACE INFORMATION. 2. BOTTOM OF CAISSON ELEVATION SHALL BE VERIFIED BY THE ENGINEER DURING DRILLING. AND MAY BE ADJUSTED IN FIELD BY ENGINEER FOR SITE CONDITION 3. OUT OF PLUMBNESS OF PIERS SHALL NOT EXCEED 1.5% 4. PROVIDE ADDITIONAL TIES AT TOP OF PIER AS REQUIRED BY EACH FOUNDATION DETAIL. 5. THE TOP 6 FEET (6') OF EACH DRILLED PIER SHALL BE VIBRATED TO PROVIDE A DENSE MASS FREE OF VOIDS. 6. CONCRETE SHALL NOT BE PERMITTED TO FALL MORE THAN FOUR FEET (4') UNLESS THE FLOW OF CONCRETE IS DIRECTED DOWN THE CENTER OF THE HOLE THROUGH THE USE OF A TREMIE, FUNNEL, PIPE, OR PUMP AND PREVENTED FROM STRIKING REINFORCEMENT, BRACING, OR OTHER OBJECTS IN THE HOLE. 7. ALL OPEN HOLES MUST BE KEPT BARRICADED FOR SAFETY PRIOR TO PLACEMENT OF CONCRETE. 8. REINFORCEMENT SHOWN IS THE MINIMUM STEEL REQUIRED FOR STRENGTH. THE CONTRACTOR SHALL SUPPLY AND INSTALL ANY ADDITIONAL STEEL REQUIRED FOR SAFE AND PROPER INSTALLATION AND HANDLING. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL FORMWORK AND/OR CASING REQUIRED FOR PIERS. PERMANENT CASINGS WILL BE ALLOWED ONLY BELOW GRADE. PROVIDE TEMPORARY CASINGS WHERE NEEDED TO STABILIZE DRILLED HOLES. 10. TEMPORARY CASINGS SHALL BE OF STEEL CONSTRUCTION AND SHALL BE OF AMPLE STRENGTH TO WITHSTAND HANDLING AND INSTALLATION STRESSES. A MINIMUM HEAD OF FOUR FEET (4') TO FIVE FEET (5') OF CONCRETE SHALL BE MAINTAINED ABOVE THE BOTTOM OF THE CASING DURING CASING EXTRACTION. 11. PIER EXCAVATION WORK SHALL BE PLANNED AND EXECUTED SO THAT PIER EXCAVATIONS ARE NOT OPEN MORE THAN TWENT-FOUR (24) HOURS. PREFERABLY, PIERS SHOULD BE CONCRETED THE SAME WORK SHIFT THE EXCAVATIONS ARE MADE. IN NO INSTANCE SHALL A PIER BE EXCAVATED WITHIN TEN FEET (10') OF AN ADJACENT PIER THAT HAS BEEN CONCRETED WITHIN A PERIOD OF TWENTY-FOUR (24) HOURS. 12. EACH PIER SHALL BE ACCURATELY LOCATED, SIZED, AND PLUMBED. THE MAXIMUM VARIATION OF ANY PIER FROM ITS DESIGNATED LOCATION SHALL NOT BE MORE THAN THREE INCHES (3"). VARIATION OF PIER LOCATION WITHIN SPECIFIED LIMITS SHALL NOT BE CAUSE FOR VARIATION OF CONCRETE CAP LOCATION. PIER LOCATIONS SHALL BE COORDINATED TO MATCH FLUSH WITH EDGES OF PREFAB BUILDING. 13. THE TOP ELEVATION OF EACH PIER SHALL NOT BE MORE THAN ONE QUARTER INCH ( 1 4") ABOVE OF BELOW THE ELEVATION INDICATED ON THE DRAWINGS. THE DIAMETER OF THE STEM OF THE DRILLED PIER SHALL BE NO LESS THAN ONE INCH (1") SMALLER THAN THE DIMENSION INDICATED ON THE DRAWINGS. THE BEARING AREA OF THE SHAFT SHALL BE AT LEAS AS LARGE AS THAT INDICATED ON THE DRAWINGS. IF THESE TOLERANCES ARE EXCEEDED, THE CONTRACTOR SHALL DESIGN AND FURNISH ADDITIONAL OR CORRECTIVE CONSTRUCTION TO COMPENSATE FOR THE VARIATION AT NO COST TO THE OWNER. 14. ALL LOOSE MATERIAL SHALL BE REMOVED FROM THE BOTTOM AND SIDES OF THE PIER EXCAVATIONS. PIER REINFORCING STEEL SHALL BE THOROUGHLY CLEANED BEFORE ANY CONCRETE IS PLACED. 15. THE BAR REINFORCEMENT SHALL BE CONCENTRICALLY SPACED AND SUPPORTED INSIDE THE DRILLED SHAFT. THE REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION PRIOR TO AND DURING CONCRETE PLACEMENT OPERATIONS. PROVIDE (3) 6" DIAMETER NON-CORROSIVE REBAR WHEEL SPACERS ON TIES AT 4'-0" O.C. ALONG LENGTH OF PIER REQUIRED TO MAINTAIN MINIMUM CLEARANCES. 16. ALL PIER EXCAVATIONS WILL BE INSPECTED BY THE ENGINEER PRIOR TO THE PLACEMENT OF REINFORCING STEEL AND CONCRETE. 17. CONCRETE SHALL NOT BE DEPOSITED UNDER WATER EXCEPT WITH SPECIFIC PERMISSION OF THE ENGINEER. FOR CONCRETE DEPOSITED UNDER WATER, THE MAXIMUM SLUMP SHALL BE SEVEN INCHES (7") OF SLUMP AND CEMENT CONTENT SHALL BE INCREASED BY ONE (1) SACK PER CUBIC YARD. 18. UNDERWATER CONCRETE SHALL BE PLACED THOUGH TREMIES OR BY PUMPING. AFTER THE FLOW OF CONCRETE IS STARTED, THE LOWER END OF THE TREMIE SHALL BE KEPT BELOW THE SURFACE OF THE DEPOSITED CONCRETE. THE TREMIE SHALL BE KEPT FULL OF CONCRETE AT ALL TIMES WHILE DEPOSITING. CONCRETE SHALL NOT BE DROPPED THROUGH THE WATER. EARTHWORK NOTES: 1. GEOTECHNICAL INVESTIGATION : TIMBERLINE SUBSTATION FORT COLLINS, COLORADO SMITH GEOTECHNICAL, PROJECT NO. 08.067T CONTACT ENGINEERING ANALYTICS FOR GEOTECHNICAL INFO 1600 SPECHT POINT RD. STE. 209 FORT COLLINS, CO 970-488-3111 2. NO FILL MATERIAL OR CONCRETE SHALL BE PLACED UNTIL THE SUBGRADE HAS BEEN PROPERLY PREPARED AND ACCEPTED BY THE ENGINEER. 3. BACKFILL AROUND THE OUTSIDE OF THE STRUCTURES WITH THE ON-SITE MATERIAL OR ENGINEER APPROVED LOW PERMEABILITY MATERIAL. BACKFILL SHALL BE CONSTRUCTED IN HORIZONTAL LAYERS NOT EXCEEDING 8-INCHES IN UNCOMPACTED THICKNESS. COMPACT TO 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY AT ±2% OF THE OPTIMUM MOISTURE CONTENT. 4. GRADE TO PROVIDE DRAINAGE AROUND AND AWAY FROM FOUNDATION. A. PROPOSED MIX DESIGN: 1. AGGREGATES: SUBMIT SOURCE, TYPE, GRADATION, DELETERIOUS SUBSTANCES, BULK SPECIFIC GRAVITY, REACTIVE AGGREGATE TEST REPORTS, AND OTHER INFORMATION TO DEMONSTRATE COMPLIANCE WITH ASTM C33 REQUIREMENTS FOR COARSE AND FINE AGGREGATES. 2. MIX PROPORTIONS INCLUDING AMOUNTS OF COARSE AND FINE AGGREGATES, CEMENT, FLY ASH, WATER, AND ADMIXTURES. 3. MATERIAL CERTIFICATIONS: SUBMIT MATERIAL DATA SHEETS DEMONSTRATING COMPLIANCE WITH REFERENCED STANDARDS. 4. MIX PROPERTIES: DESIGN SLUMP AND AIR ENTRAINMENT. 5. COMPRESSION TEST RESULTS: 28-DAY COMPRESSION TESTS COMPLYING WITH ASTM C31 CERTIFIED BY THIRD PARTY TESTING AGENCY. B. REINFORCEMENT SHOP DRAWINGS AND MILL CERTIFICATIONS DEMONSTRATING COMPLIANCE WITH REFERENCED STANDARD. C. PRODUCT DATA: MANUFACTURER'S DATA SHEETS INCLUDING RECOMMENDATIONS, REQUIREMENTS, AND INSTRUCTIONS FOR USE AND INSTALLATION. GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION. CALL COLORADO ONE CALL BEFORE YOU DIG (UTILITY LOCATES) 1-800-922-1987 OR 811. 2. CONTRACTOR MUST ENSURE THAT ALL EXISTING UTILITIES, ONSITE STRUCTURES, ADJACENT STRUCTURES AND SITES ARE PROTECTED DURING CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE ALL DAMAGE IS REPAIRED. 3. CONTRACTOR MUST ENSURE THAT ALL ENVIRONMENTAL CONDITIONS ARE PROTECTED THROUGHOUT CONSTRUCTION AND THE SITE IS RESTORED TO OR BETTER CONDITION ACCEPTABLE TO OWNER. 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL OBTAIN NECESSARY PERMIT(S). 5. CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIALS RELATING TO DESIGN, CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORM WORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN. PIER INSTALLATION RECORD: THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS WHICH SHALL CONTAIN THE FOLLOWING INFORMATION FOR EACH PIER. COMPLETE RECORDS AND DIMENSIONS SHALL BE FURNISHED TO THE ENGINEER AFTER COMPLETION OF EACH PIER UNIT. 1. CONTRACTORS NAME. 2. DRILL RIG OPERATOR'S NAME. 3. PIER NUMBER AND LOCATION. 4. SHAFT DIAMETER. 5. BELL DIAMETER. 6. GROUND ELEVATION. 7. TOP ELEVATION OF SHAFT. 8. TOP ELEVATION OF ROCK. 9. BOTTOM ELEVATION OF SHAFT. 10. GROUNDWATER ELEVATION. 11. CAVING OR SLOUGHING OF EXCAVATION. 12. DRILLING DIFFICULTIES. 13. SIZE AND LOCATION OF CAVITIES. 14. CASING INSERTION, SIZE, LENGTH, AND WHETHER OR NOT REMOVED. 15. DATE AND TIME OF START AND FINISH OF EXCAVATION. 16. INSPECTION REPORT. 17. LENGTH AND DIAMETER OF REINFORCING BAR CAGE. 18. DATE AND TIME CONCRETE PLACED. 19. CALCULATION VOLUME OF EXCAVATION BASED ON DIAMETER OF SHAFT AND BELL. 20. TOTAL QUANTITY OF CONCRETE PLACED. STEEL NOTES: 1. COMPLY WITH AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION. 2. MATERIALS: A. STEEL PIPE: ASTM A53 GRADE B. B. ALL OTHER STEEL SHAPES: ASTM A36. C. NUTS: HVY HEX, ASTM A563. D. WASHERS: ASTM F436. E. ANCHOR ROD: ASTM F1554, GRADE 36 OR 55, WELDABLE. 3. GALVANIZING: A. ASTM A123, A153, OR A385. B. PICKLE BEFORE GALVANIZING. C. HOT DIP AFTER FABRICATION. D. GALVANIZING REPAIR PAINT: HIGH ZINC CONTENT PAINT WITH DRY FILM CONTAINING NOT LESS THAN 94 PERCENT ZINC DUST BY WEIGHT. COMPLY WITH DOD-P-21035A 4. WELDING: A. ALL WELDING TO BE COMPLETED BY AWS CERTIFIED WILDER PER AWS D1.1 USING PREQUALIFIED PROCEDURES. B. FILLER METAL: COMPLY WITH AWS D1.1, 70 KSI MINIMUM TENSILE YIELD STRENGTH. DO NOT USE STAINLESS FILLER METAL WITH GALVANIZED BASE METAL. C. WELD CORNERS AND SEAM CONTINUOUSLY. GRIND EXPOSED WELDS SMOOTH AND FLUSH TO MATCH AND BLEND WITH ADJOINING SURFACES. D. WELD PRIOR TO GALVANIZING. 5. SUBMITTALS: A. SHOP DRAWINGS INDICATING ALL MATERIALS, COMPONENTS, DIMENSIONS, WELDS AND OTHER PERTINENT INFORMATION. B. SUBMIT MANUFACTURER'S DATA SHEETS FOR ALL COMPONENTS INDICATING COMPLIANCE WITH STANDARDS. 1 1 2" MAX B/W STAIR AND BLDG. TOP OF PIER ELEV = 101.00 FINISHED FLOOR ELEV = 101.50 CONNECTION PLATE AND ANCHOR BOLTS BY PREFAB BUILDING MANUFACTURER PIER 1/2" EXPANSION JOINT B/W SLAB AND PIER #5 @ 12" EW T&B 1'-0" 2" CLEARANCE 3" CLEARANCE PREFAB BUILDING BY MANUFACTURER STAIR CROSS-SECTION SCALE: 1 1 2" = 1'-0" C 3 1 1 2" Ø RAILING (TYP) 10" SCARIFY AND COMPACT TOP 8" TO 95% OF STD PROCTOR (ASTM D698) DENSITY AT +/- 2% OF OPTIMUM MOISTURE CONTENT. (TYP) 4" MIN TYP STAIR CROSS-SECTION SCALE: 1 1 2" = 1'-0" B 4 1/4" WEB STIFFENER CENTERED ON ANCHOR BOLTS 1" Ø ASTM F1554 GRADE 36 TREADED ROD WITH HVY HEX NUT AND WASHER T&B (GALV.) DRILL AND EPOXY WITH 10" EMBEDDED 6" 10" EXTEND SLAB 4'-0" FROM STAIR 1/4" CLOSURE PLATE ON EACH END OF C10 TYP 1/4" TYP 1/4" 4" MIN (TYP) 4" L4x4x1/4"x4"LONG WITH GUSSET ON EACH SIDE TYP 1/4" 4 1 2 " SUPPORT ANGLE DETAIL SCALE: 3" = 1'-0" STAIR RAIL DETAIL (ALONG SIDE AWAY FROM BUILDING) SCALE: 1" = 1'-0" 1'-0" 3'-0" 3'-0" 3'-0" 4 D STAIR RAIL DETAIL (ALONG SIDE ADJACENT TO BUILDING) SCALE: 1" = 1'-0" 1'-0" 3'-0" 3'-0" 3'-0" E 4 1'-0" SCALE: 1/2" = 1'0" PREFAB BUILDING BY MANUFACTURER CONNECTION BETWEEN PREFAB BUILDING AND PIER BY BUILDING MANUFACTURER, PROVIDE 6" MIN CLEARANCE FROM ANCHOR BOLTS TO NEAREST EDGE OF CONCRETE PIER (TYP ALL PIERS) 5'-0" 10'-0" C 4 1'-6" FROM EDGE OF LANDING TO DOOR OPENING CONCRETE STAIR LANDING GALV. STAIR AND RAILING. SEE DETAILS ON SHT. 4 1'-0" 1'-0" 6'-0" 1'-0" 1'-0" CENTER OF CONCRETE PIER (TYP OF 6)