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Home My WebLink AboutCONTRACT - 8263 SOUTHEAST COMMUNITY PARKADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 8263: Southeast Community Park OPENING DATE: 3:00 PM (Our Clock) March 30, 2016 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1. The Opening Date has been changed to March 30, 2016 at 3:00 PM 2. Additional Information Exhibit 1 – Revised Bid Schedule Exhibit 2 – Clarifications, Questions & Answers Exhibit 3 – Revised Specs Exhibit 4 – Revised Drawings Exhibit 5 – Prebid Attendance & PowerPoint Please contact Elliot Dale, Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 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 EXHIBIT 1 – REVISED BID SCHEDULE ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 Demolition, Temporary Controls, Traffic Control LS 1 $ - 2 Earthwork and Utilities LS 1 $ - 3 Park Architecture and Structures LS 1 $ - 4 Installation of Playground Material and Equipment (Force Account)* LS 1 $175,000.00 $ 175,000.00 5 Baseball Fields LS 1 $ - 6 Basketball Court LS 1 $ - 7 BMX Park Material Staging LS 1 $ - 8 BMX Park Tuff Shed** LS 1 $25,000.00 $ 25,000.00 9 BMX Park Asphalt Supply LS 1 $ - 10 Hardscape LS 1 $ - 11 Site Paving and Pervious Paver System LS 1 $ - 12 Landscaping LS 1 $ - 13 Irrigation System LS 1 $ - 14 Site Furnishings LS 1 $ - IN WORDS TOTAL BASE BID SCHEDULE 1 - BASE BID AWARD OF THE CONTRACT SHALL BE BASED ON THE LOWEST RESPONSIVE AND RESPONSIBLE BASE BID LESS ALL DEDUCTIVE ALTERNATIVES. THE FINAL CONTRACT MAY INCLUDE ANY DEDUCTIVE ALTERNATIVES AT THE CITY'S SOLE OPTION. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 Connect to Existing 24" Waterline (includes FH removal) EA 1 $ ‐ 2 24" C905 PVC LF 1092 $ ‐ 3 24" BF Valve EA 3 $ ‐ 4 24" Plug EA 1 $ ‐ 5 Fire Hydrant Assembly EA 1 $ ‐ 6 26"x6" Tee EA 1 $ ‐ 7 24" 11-1/4 Bend EA 2 $ ‐ 8 36" Steel Casing & Bore Under Saber Cat LS 1 $ ‐ 9 Open Cut Saber Cat (includes demo, curb & gutter replacement, roadway patch) LS 1 $ ‐ 9 Connect to Existing 24" Waterline EA 1 $ ‐ 9 24" C905 PVC LF 1512 $ ‐ 10 Air & Vacuum Relief Valve EA 1 $ ‐ 11 24" 45 Bend w/ TB EA 2 $ ‐ 12 24" 90 Bend w/ TB EA 1 $ ‐ 13 PRV/Meter Vault (install only, vault provided by others) LS 1 $ ‐ 14 24"x16" Tee EA 2 $ ‐ 15 24"x16" Reducer EA 2 $ ‐ 16 16" C905 PVC LF 74 $ ‐ 17 16" 90 Bend EA 2 $ ‐ 18 16" BF Valve EA 3 $ ‐ 19 16" Romack Coupling EA 2 $ ‐ TOTAL ALTERNATE BID $ - Phase 1 Waterline Bid Alternate Phase 2 Waterline SCHEDULE 2 - ALTERNATE BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL D-1 Concrete Band Scope Deduction LS 1 $ - D-2 Gabion Wall Substitute LS 1 $ - D-3 Dog Park Corral Trellis Reduction LS 1 $ - D-4 Dog Park Trellis Reduction LS 1 $ - D-5 Sports Lighting Reduction LS 1 $ - D-6 Hops Trellis Replacement LS 1 $ - D-7 Silo Roof Elimination LS 1 $ - D-8 Zip Grow Towers LS 1 $ - D-9 Orchard Trellis Structure Reduction LS 1 $ - D-10 Ipe Decking Substitute LS 1 $ - D-11 Baseball Restroom Elimination LS 1 $ - D-12 Eliminate Farmhouse Pavilion LS 1 $ - D-13 Owner Supplied Organic Mulch LS 1 $ - D-14 Eliminate Pervious Pavers and Substitute with Concrete Paving LS 1 $ - D-15 Replace Concrete Paving with Asphalt Paving LS 1 $ - D-16 Eliminate Pervious Pavers and Substitute with Asphalt Paving LS 1 $ - D-17 Eliminate West Baseball Field LS 1 $ - D-18 Eliminate Basketball Court LS 1 $ - D-19 Eliminate Supply of BMX Asphalt LS 1 $ - D-20 Eliminate Community Garden LS 1 $ - D-21 Eliminate Dog Park LS 1 $ - D-22 Eliminate Harvest Room LS 1 $ - D-23 Eliminate Ipe Deck, Harvest Room and Orchard LS 1 $ - $ - IN WORDS TOTAL DEDUCTIVE ALTERNATE BID SCHEDULE 3 - DEDUCTIVE ALTERNATE BIDS TOTAL BASE BID LESS TOTAL DEDUCTIVE ALTERNATE BID ITEM DESCRIPTION UNIT UNIT PRICE U-1 Standard Grey Concrete Pavement (5” thick) SY U-2 Parking Lot Concrete Pavement SY U-3 Asphalt Pavement TON U-4 Pervious Pavers SF U-5 Concrete Curb and Gutter LF U-6 Cast-in-Place Concrete Retaining Wall CY U-7 Gabion Seatwall with Wood Seat LF U-8 Gabion Seatwall with No Top LF U-9 Free Standing Gabion Wall LF U-10 Wood Fence LF U-11 Garden Gate EA U-12 Maintenance Gate EA U-13 Fence at Playground LF U-14 Concrete Mow Strip at Fence LF U-15 Crusher Fines Walk SY U-16 Organic Mulch CY U-17 Picnic Table EA U-18 Café and Chairs EA U-19 Picnic Table - Aluminum EA U-20 Bench with Back EA U-21 Backless Bench EA U-22 Trash Receptacle EA U-23 Bicycle Rack EA SCHEDULE 3 - SCOPE ADJUSTMENT PRICES NOTE 2: ** BMX PARK TUFF SHED - THE FINAL PRICE FOR THIS ITEM SHALL BE PAID VIA TIME AND MATERIALS DOCUMENTED IN THE FILED BY THE CONTRACTOR AND APPROVED BY THE CITY OF FORT COLLINS CONSTRUCTION PROJECT MANAGER. NOTE 1: * INSTALLATION OF PLAYGROUND EQUIPMENT - THE FINAL PRICE FOR THIS ITEM SHALL BE PAID VIA TIME AND MATERIALS DOCUMENTED IN THE FILED BY THE CONTRACTOR AND APPROVED BY THE CITY OF FORT COLLINS CONSTRUCTION PROJECT MANAGER. THE PLAYGROUND EQUIPMENT AND PLAY BARN ARE OWNER SUPPLIER MATERIALS. U-24 Barbeque EA U-25 Drinking Fountain EA U-26 Log Bench A EA U-27 Log Bench B EA U-28 Log EA U-29 Concrete Play Log EA U-30 Garden Shed EA U-31 Compost Bin EA U-32 Creek Play Boulders EA U-33 2.5” Deciduous Tree EA U-34 3” Deciduous Tree (Clump) EA U-35 8’ Deciduous Tree (Clump) EA U-36 6-8’ Deciduous Tree EA U-37 8’ Evergreen Tree EA U-38 10-12’ Evergreen Tree EA U-39 5-Gal Shrub EA U-40 15-Gal Shrub EA U-41 1-Gal Perennial EA U-42 Concrete Landscape Edging EA U-43 Poly-Fiberboard Landscape Edging LF U-44 Turf Grass (Mix A) SF U-45 Native Turf (Mix B) SF U-46 Upland Mix (Mix C) SF U-47 Riparian Area (dirll seed Directionally (Mix D) SF U-48 Upland Mix - Special Zones (Mix E) SF U-49 Sod SF EXHIBIT 2 – CLARIFICATIONS, QUESTIONS & ANSWERS CLARIFICATIONS:  Only vendors who have been prequalified by the City of Fort Collins may bid on this project  The questions deadline is March 18, 2016, 5PM. All questions shall be emailed to Elliot Dale and Craig Kisling.  The City of Fort Collins has adopted a new Dust Prevention and Control Manual: http://www.fcgov.com/purchasing/pdf/dust_prevention_control_manual.pdf. All operations conducted under this Agreement shall be performed in accordance with the stated procedures and requirements. QUESTIONS AND ANSWERS FROM PRE-BID AND SITE WALK: 1. Do we require vendors to complete SECTION 00420 STATEMENT OF BIDDER’S QUALIFICATIONS? Yes, all submittals must respond to SECTION 00420 with concise answers. 2. What is the warranty for the sanitary sewer component? The warranty period for this component is the same as all City of Fort Collins infrastructure – 2 years. 3. Is a temporary street shut-down a possibility for mobilization purposes? Yes, the City is willing to discuss temporary street shut downs in coordination with our Traffic Department. 4. Who is responsible for water? The contractor is responsible for paying all water changes and fees. 5. Who is the owner of site utilities? The City of Fort Collins is the owner of all site utilities except water and sewer. The owner of water and sewer is the Fort Collins – Loveland Water District. 6. How should groundwater is discovered in foundations be considered? Groundwater discovered in foundations should be considered a change order. 7. What is the best site access? The site should be accessed either off Zeigler or Kechter roads 8. What is the warranty period? There is a 2-year warranty on all products. This includes plantings and grass establishment periods. 9. Is the existing BMX and Baseball equipment and site furnishings on site going to be removed prior to construction? Yes, some items will be removed by the Parks Maintenance Department. Any item left in these areas or elsewhere on site when the General Contractor is issued Notice to Proceed, will become the General Contractor’s property. 10. Baseball field electrical where does it come from? Electrical comes off of an electrical drop north along Saber Cat Dr. 11. How far should tree removals occur below grade? Trees should be removed minimum of 12” below grade. 12. Was the soil in the BMX Track tested and included in the Geotechnical Report? No, none of the soil in the BMX areas has been tested or included in the current Geotechnical Report. 13. What is the current quantity of soil at the BMX track? There is an approximate 4,000 CY of current soil that is in the constructed track area. There is also about 700 CY of un-constructed soil in the track area. Both will need to be moved to the new proposed BMX site and an additional 4,000 CY will also need to be supplied to the new proposed BMX area from existing on site earthwork. 14. Is the contractor responsible for submitting the City of Fort Collins Stormwater Floodplain Use Permit? The City Floodplain Use Permit will be submitted by the City of Fort Collins – Park Planning Department. 15. Who is the Playground Manufacturer and what is their contact information? The Playground manufacturer is Cre8Play. Their contact info is: Cre8Play, 5121 Winnetka Ave N. Suite 108, New Hope, MN 55428, Phone: 612.670.8195, Fax: 612.486.7740 16. Where should concrete and asphalt during onsite demolition be taken? All concrete and asphalt from demolition should be taken to: Fort Collins Crushing Operations, 1380 Hoffman Mill Rd, Fort Collins, CO 80524. 17. Is the General Contractor responsible to pay and obtain all building permits? The General Contractor shall submit and obtain all building permits that are required to for the park project. The City of Fort Collins – Park Planning Department will provide the Contractor with a charge number to pay for all associated City of Fort Collins permits. 18. Will the City of Fort Collins pull the SWMP? No, that permit is pulled, paid, and maintained by the General Contractor for the duration of the project until the State has given release of it. Southeast Community Park 02/25/2016 Civitas #2-13-0010 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS Section Number Section Title Pages in Section DIVISION 1 - GENERAL REQUIREMENTS 01 00 00 Project Summary ....................................................................................................................... 4 01 10 00 Summary of Work .................................................................................................................... 2 01 16 00 Site Conditions .......................................................................................................................... 3 01 29 00 Measurement and Payment ....................................................................................................... 1 01 30 00 Coordination and Project Meetings .......................................................................................... 1 01 33 00 Shop Drawings, Product Data and Samples............................................................................. 3 01 34 00 Survey Data ............................................................................................................................... 1 01 45 00 Quality Control and Testing ..................................................................................................... 3 01 50 00 Temporary Facilities and Controls ........................................................................................... 1 01 51 00 Temporary Utilities ................................................................................................................... 1 01 57 00 Traffic Control .......................................................................................................................... 2 01 60 00 Materials and Equipment .......................................................................................................... 3 01 70 00 Contract Closeout ..................................................................................................................... 6 TECHNICAL SPECIFICATIONS (note: some out-of-sequence section numbers will be corrected during the CD phase. Sections are in order as shown on Table of Contents.) 03 30 00 Cast In Place Concrete ............................................................................................................ 21 03 45 00 Precast Architectural Concrete ................................................................................................. 8 04 20 00 Unit Masonry .......................................................................................................................... 14 05 12 00 Structural Steel Framing ......................................................................................................... 16 05 12 13 AESS Framing ........................................................................................................................ 11 05 50 00 Metal Fabrications .................................................................................................................... 9 05 50 00.01 Metal Fabrications – Site .......................................................................................................... 6 05 52 13 Pipe and Tube Railings ............................................................................................................. 6 05 70 00 Decorative Metal ...................................................................................................................... 6 05 73 00 Steel Wire Rope Railing Systems ............................................................................................ 6 06 10 00 Rough Carpentry ....................................................................................................................... 8 06 10 63 Exterior Rough Carpentry ........................................................................................................ 4 06 15 33 Wood Patio Decking ................................................................................................................. 6 06 16 00 Sheathing ................................................................................................................................... 3 06 20 23 Finish Carpentry ....................................................................................................................... 5 07 11 13 Bituminous Dampproofing ....................................................................................................... 4 07 19 00 Water Repellents ....................................................................................................................... 5 07 21 00 Thermal Insulation .................................................................................................................... 5 07 41 13 Formed Metal Roof Panels ..................................................................................................... 11 07 63 00 Flashing ..................................................................................................................................... 4 07 92 00 Joint Sealants .......................................................................................................................... 10 08 11 13 Hollow Metal Doors and Frames ............................................................................................. 8 TABLE OF CONTENTS -1 EXHIBIT 3 - REVISED SPECIFICATIONS Southeast Community Park 02/25/2016 Civitas #2-13-0010 08 36 13 Sectional Doors ......................................................................................................................... 5 08 41 13 Aluminum – Framed Entrances and Storefront ..................................................................... 10 08 71 00 Door Hardware ....................................................................................................................... 15 08 80 00 Glazing ...................................................................................................................................... 8 09 67 00 Fluid Applied Flooring ............................................................................................................. 5 09 91 13 Painted ..................................................................................................................................... 10 10 73 46 Prefabricated Site Shelters ........................................................................................................ 2 10 21 13 Toilet Compartments ................................................................................................................ 5 10 28 00 Toilet, Bath, and Laundry Accessories .................................................................................... 4 10 73 46 Prefabricated Site Shelters ........................................................................................................ 2 11 65 00 Athletic Equipment ................................................................................................................... 3 12 93 00 Site Furnishings ...................................................................................................................... 11 22 00 00 Plumbing Special Conditions ................................................................................................... 8 22 05 00 Common Work Results for Plumbing ...................................................................................... 5 22 05 19 Meters and Gauges for Plumbing Piping ................................................................................. 3 22 05 23 General Duty Valves for Plumbing Piping .............................................................................. 3 22 05 29 Hangers and Supports for Plumbing Piping and Equipment ................................................... 3 22 05 53 Identification for Plumbing Piping and Equipment ................................................................. 4 22 07 00 Insulation for Plumbing Systems .............................................................................................. 5 22 11 10 Plumbing Piping........................................................................................................................ 4 22 40 00 Plumbing Fixtures ................................................................................................................... 10 23 00 00 HVAC Special Conditions ....................................................................................................... 5 23 05 00 Common Work Results for HVAC .......................................................................................... 2 23 05 13 Common Motor Requirements for HVAC Equipment ............................................................ 4 23 05 29 Hangers & Supports .................................................................................................................. 1 23 05 48 Vibration Isolation Equipment ................................................................................................. 1 23 05 93 Testing, Adjusting, and Balancing for HVAC ......................................................................... 3 23 09 00 Instrumentation and Controls for HVAC ................................................................................. 4 23 09 93 Sequence of Operations for HVAC Controls .......................................................................... 1 23 90 20 Heating and Ventilation ............................................................................................................ 8 26 05 00 Common Work for Electrical ................................................................................................... 5 26 05 19 Conductors ................................................................................................................................ 3 26 05 26 Grounding ................................................................................................................................. 3 26 05 33 Raceways .................................................................................................................................. 3 26 05 35 Underground Hand Holes ......................................................................................................... 3 26 05 53 Identification for Electrical Systems ........................................................................................ 5 26 22 00 Low-Voltage Transformers ...................................................................................................... 6 26 24 16 Panelboards ............................................................................................................................. 11 26 27 13 Electricity Metering .................................................................................................................. 5 26 27 26 Wiring Devices ......................................................................................................................... 2 26 28 13 Fuses .......................................................................................................................................... 4 TABLE OF CONTENTS -2 Southeast Community Park 02/25/2016 Civitas #2-13-0010 26 28 16 Enclosed Switches and Circuit Breakers ................................................................................ 4. 26 56 01 Exterior Lighting for Public Spaces ....................................................................................... 13 26 56 68 Exterior Athletic Lighting ...................................................................................................... 23 32 13 13 Shotcrete.................................................................................................................................... 3 32 14 00 Unit Paving ............................................................................................................................... 8 32 18 15 Skinned Infield Mix .................................................................................................................. 3 32 18 16 Playground Protective Surfacing .............................................................................................. 1 32 31 13 Chainlink Fence and Gates ....................................................................................................... 8 32 84 00 Irrigation System ..................................................................................................................... 21 32 91 00 Landscape Systems ................................................................................................................. 11 32 92 00 Turf and Grasses ..................................................................................................................... 13 32 93 00 Trees, Plants and Groundcovers ............................................................................................. 15 REPORT DOCUMENTATION Geotechnical Report, dated June 18, 2014, Terracon Consultants, Inc. APPENDIX: Lighting Cutsheets Ballfield Cutsheets Bridge Summary Note: Sections rendered in grey will be included in subsequent submittals. TABLE OF CONTENTS -3 DIVISION 1 SECTION 010000 – PROJECT SUMMARY PART 1 - GENERAL 1.01 Scope A. This section contains general requirements that are applicable to this project. 1.02 Description of Work A. The Contractor shall provide labor, materials and equipment necessary to perform the work items called for on the drawings and bid schedule. 1.03 City Furnished Materials A. City Furnished Materials include full supply of play area equipment including Play Barn, all play area materials including play barn, swing sets, custom climbing objects, silo interior play material packages, slides including the silo slide, netting, platforms, anchor bolts for foundation installation and play material assembly hardware and fasteners. Contractor shall be responsible for assembly and installation of all Owner Supplied Materials via Bid Item #4 – Installation of Playground Equipment, as directed by Owner. 1.04 Coordination of Other Work A. Contractor shall coordinate with Owner and other onsite contractors as described below: 1. BMX Contractor – Contractor shall provide all materials described in Bid Item #7 and install items described in Schedule Milestone #4. Owner shall contract directly with BMX Park installing contractor. BMX Park installing contractor shall utilize the General Contractors construction entrances and work within General Contractor’s BMP Measures. General Contractor shall remain responsible for BMP and SWMP Maintenance and shall adjust SWMP Plan as needed. 2. Silo Relocation Contractor - Contractor shall install all foundations as described in Schedule Milestone #7. Owner shall contract directly with Silo Relocation contractor. Silo Relocating contractor shall utilize the General Contractors construction entrances for transport of Silo Structures. General Contractor shall provide access and route to Silo Foundations location from public Right-of Way. General Contractor shall be responsible for affixing relocated Silos to Silo foundation pads as shown in the plans and specifications. 1.05 Conditions of Work B. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. C. Regulations: The Contractor shall comply with applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. D. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends and Federal holidays, unless otherwise approved by the City. E. Material Storage: The Contractor's material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter. The location of staging and material storage areas shall be approved by the Owner’s representative. F. Construction Fencing: The Contractor shall construct a fence around the entire project limits for the duration of the project to prevent pedestrian and automotive access to the construction site, and to prohibit access to protected areas. Fence height and materials shall be approved by the Owner’s Representative. Construction fences shall be maintained in good condition throughout the duration of the construction process. Southeast Community Park SECTION 01010 – PROJECT SUMMARY Page 1 of 3 1.06 Project Cleanup A. The Contractor is responsible to maintain the construction site in a clean and orderly condition from the start of the project to completion. Daily cleanups are required. 1. The City may require Contractor to perform cleanup within 100 feet of the progress of the work and perform cleanup of the site daily prior to work stoppage. B. Store volatile wastes in covered containers and dispose off-site. 1. Provide on-site covered containers for the collection of waste materials, debris and rubbish. 2. Neatly store construction materials, such as concrete forms, when not in use. C. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. D. At project completion the Contractor shall remove equipment, materials, and debris from the site including toilets and dumpsters. Areas around work sites shall be cleaned, with dirt and grass surfaces raked clean of any slag from the Contractor's operations. Broom clean exterior paved surfaces. Remaining dirt and fill material shall be removed, or may be scattered, with the approval of the City. 1.07 Trash Removal A. Non-salvageable items and trash shall be hauled off the site and disposed of in accordance with applicable state and local regulations. Items shall be transported in tarp-covered or closed vehicles. Materials dropped or blown off vehicles shall be picked up immediately by Contractor. Contractor to recycle appropriate materials. 1.08 Verification of Dimensions A. The Contractor shall he responsible for the coordination and proper relation of the work. He shall field verify dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.09 Fire Hydrants A. Fire Hydrant Connections: City’s or District’s permission is required for connection to fire hydrants. Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include back flow protection. Temporary connections to fire hydrants shall be disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will be used. 1.10 Outages A. Utility outages necessitated by the work shall be requested in writing at least fifteen (15) working days prior to the proposed outage. The request shall be directed to the City and shall stipulate the specific utility system(s) and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall he submitted as a group. 1.11 Fill Material A. Excess fill material (unless approved to remain on site) including rock, gravel, sod, broken concrete, asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 1.12 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. Southeast Community Park SECTION 01010 – PROJECT SUMMARY Page 2 of 3 1.13 Telephone A. Business Telephone: At the beginning of construction, the Contractor shall provide the City with a telephone number at which the Contractor or his representative may be contacted at any time during regular working hours. The Contractor shall also provide a phone number for after-duty hours contact. 1.14 Sanitary Provisions A. The Contractor shall provide temporary toilets for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the City prior to placing toilets. Temporary toilets shall be removed at the completion of construction and the adjacent area restored to the condition existing prior to the start of construction or as indicated on the plans. 1.15 Pollution Abatement A. Transporting materials to or from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be covered, wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. B. Prevent the deposit of dirt, mud or debris on improved streets and roads, and remove debris should such deposition occur. C. Burning of material on site is prohibited. D. Stream beds, lakes, ponds, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids, or other harmful materials. Surface drainage from the construction site, which contains harmful amounts of sediment, shall not be allowed to drain onto adjacent areas. Grading shall be accomplished to allow sedimentation to settle out prior to flowing onto adjacent areas. E. Flushing of concrete trucks is allowed only at the project site or the designated contractor storage area, with the responsibility of control and cleanup resting with the Contractor. F. Toxic, corrosive and flammable materials for construction other than specified shall not be used without prior approval of the City of Fort Collins. When approved, disposal of these materials or their containers will be off site and conform to state and federal regulations. 1.16 Protection of Property A. Initiate, maintain and supervise necessary protection to prevent damage, injury or loss to: 1. The Work and materials and equipment to be incorporated in the project, whether in storage on or off the site: and 2. Property at the site or adjacent thereto, including fences, patios, driveways, sidewalks, pavement, trees, shrubs, lawns, walks, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. B. Maintain, protect, and support existing utilities and other appurtenances against damage by shoring, bracing, or other means. C. Do not stockpile excavated material against existing appurtenances. 1.17 Survey Requirements A. Contractor shall perform surveying necessary to complete the work. 1.18 Construction Superintendent A. The construction superintendent shall be at the job site any time work is being accomplished by any of the trades. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) Southeast Community Park SECTION 01010 – PROJECT SUMMARY Page 3 of 3 END OF SECTION Southeast Community Park SECTION 01010 – PROJECT SUMMARY Page 4 of 3 DIVISION 1 SECTION 011000 - SUMMARY OF WORK PART 1 - GENERAL 1.01 Description of Work A. The City of Fort Collins Southeast Community Park improvements include, but are not limited to, construction/installation of the following: erosion control, parking lots, soft and hard paths, plazas, site lighting, baseball fields and lighting, basketball court, walls, storm drainage, pavilion, pedestrian bridges, restrooms, irrigation controls, irrigation distribution system, landscaping, utilities, play equipment installation and site furnishings. B. Protection and Restoration. 1. Replace to equal or better conditions items removed and replaced or damaged during construction. Restore areas disturbed to match surrounding surface conditions. 2. Contract Times and Completion Dates A. Notice-to-Proceed will be issued following execution of the Agreement, and Contractor Furnishing Performance and Payment Bonds, and Certificate of Insurance. Contractor shall furnish the Performance and Payment Bonds and Certificate of Insurance within ten (10) days of receipt of Notice of Award. Construction services performed in accordance with the Agreement and specifications are based on the following: B. Construction Period: 1. Milestones a. Substantial Completion will be 365 Calendar Days. b. McClelland Creek Work – may only occur between October 15, 2016 – April 15, 2017. c. Saber Cat Right Turn Lane and Saber Cat West Pull-In Parking Work- demolition and construction may only occur between May 30, 2016 – August 16, 2016, unless approved by Owner and Poudre School District. Refer to sheets DEMO-1-2, PP-2 and LG-01-02. d. The following required completion date items shall be indicated on the schedule with completion dates: 1. Earthwork - TBD - These items includes all non-floodplain earthwork. 2. Non-Irrigated seed installed – April 15, 2017 – This item includes installation of all non-irrigated seed in place. 3. Irrigated blue grass seed and sod installed – May 1, 2017 – This item includes installation of all blue grass irrigated seed with all amendment requirements in place. 4. BMX Staging - May 6, 2016 – This item includes all staging of material placed and ready for BMX Subcontractor. This milestone item also includes installation of 5- foot diameter snout-sump manhole in BMX area, installation of 200 LF of 18-inch RCP and tie-in to existing inlet as shown on sheet UT-7. 5. BMX Fencing and Maintenance Gate - June 30, 2016 - This item includes installation of perimeter fencing around BMX track as shown on plans and specifications. 6. BMX Tuff Shed - June 30, 2016 - This item includes the installation of the shed and the conduit for the sheds electrical system as shown on the plans and specifications. Southeast Community Park SECTION 011000 – SUMMARY OF WORK Page 1 of 6 7. Foundation Work for Silo’s – May 13, 2016 – This work includes excavation, sub- grade prep, placement of silo foundations and cure period prior to silo placement. 8. Utilities Complete - TBD – This item includes installation and acceptance by owner for all utilities including stormwater, sanitary, electrical, and potable water. Item excludes irrigation installed and accepted by Milestone Date. 9. Restrooms TBD – This item includes both restrooms completed on-site, tested, accepted, and ready for public use. This item also requires sanitary sewer servicing the restrooms to be complete and accepted. C. Liquidated Damages: Individual milestone requirements shall be governed by the liquidated damages amount for “Substantial Completion” as set in Article 3, Section 3.3 of the AGREEMENT. 1.03 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution of the work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact agencies at least 72 hours prior to start of construction. Notify agencies of the proposed scope of work, schedule and items that would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. Water – Fort Collins/Loveland Water District 226-3104 Storm Sewer - City of Fort Collins, Colorado 212-2900 Sanitary Sewer – South Fort Collins Sanitation District 226-3104 Electrical - City of Fort Collins, Colorado 212-2900 Gas – Xcel Energy 800-481-4700 Telephone - Qwest 800-222-0400 Roads - City of Ft. Collins, Colorado 221-6588, inspections only 221-6609 Cable Television – Comcast 800-824-4010 Utility Locates - One-call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non-Emergency 221-6570/ Emergency 911 Police - City of Fort Collins Police Department Non-Emergency 221-6540 / Emergency 911 Larimer County Sheriff's Department - Non-Emergency 416-1985 Postmaster - United States Postal Service 800-275-8777 Ambulance - Poudre Valley Hospital Non-Emergency 484-1227 / Emergency 911 Public Transportation - TransFort 221-6620 Traffic Control - Traffic Engineering 221-6815 Southeast Community Park SECTION 011000 – SUMMARY OF WORK Page 2 of 6 1.04 Field Engineering A. Employ a Land Surveyor registered in the State of Colorado and acceptable to the Engineer and Owner. B. Contractor to locate and protect survey control and reference points. C. Control datum for survey is that shown on Drawings. D. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. 1.05 Lines and Grades A. Construct all Work to the lines, grades, and elevations indicated on the drawings. 1. Remove and reconstruct improperly located Work. B. Engineer will establish or designate 1 basic horizontal and vertical control point 1. Use this point as datum for the Work. 2. Provide, without charge, such competent personnel and tools, stakes, and other materials as Engineer and Owner may require in establishing or designating control points, in establishing construction easement boundaries, or in checking layout survey, and measurement work performed by Contractor. C. Provide all additional survey, layout, and measurement work required. 1. Work performed by a qualified professional engineer or registered land surveyor acceptable to Engineer and Owner. 2. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction. a. Make no changes or relocations without prior written notice to Engineer. b. Report to Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. c. Require surveyor to replace Project control points which may be lost or destroyed. 1) Establish replacements based on original survey control 3. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means. a. Site improvements 1) Stakes for grading, fill and topsoil placement 2) Utility slopes and invert elevations 4. From time to time, verify layouts by the same methods. 5. Maintain a complete, accurate log of all control and survey work as it progresses. 6. On request of Engineer, submit documentation to verify accuracy or field engineering work. 1.06 Regulatory Requirements D. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work. E. Obtain and pay for all permits associated with this project including city and state demolition permits. The City of Fort Collins will pay the Building Permit Fees for the Contractor. Contractor is to provide all requirements to qualify for the building permit (i.e. Fort Collins GC License, Electrical license, etc.). F. Contractor will be required to procure and provide ROW Construction permit and CDPHE SWMP permit in addition to other required permits. G. Other standards and codes which apply to the Work are designated in the specifications. 1.07 Coordination Southeast Community Park SECTION 011000 – SUMMARY OF WORK Page 3 of 6 H. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. I. Coordinate completion and clean-up of Work of separate Sections. 1.08 Coordination of Regulatory Requirements A. United States Army Core of Engineer 401 and 404 Permits will be secured for all McClelland Creek Work by the City of Fort Collins as the permittee. Contractor will be required to comply with and accommodate permit conditions. 1. Contractor shall be responsible for SWMP Plan and documentation which shall be performed and documented at least every 14 days, and within 24 hours of any precipitation or snowmelt event that causes surface erosion. Inspection results must be documented and accurate and detailed records shall be maintained. Records shall be made available to the Water Quality Control Division or EPA if requested. 2. Contractor shall make the SWMP responsible person available for periodic meetings and site visits regarding permit compliance. 3. Contractor shall provide documentation of erosion control job schedule, records of BMP Maintenance, and general compliance documents when requested by the City of Fort Collins or other governing agency 4. Copies of the permits will be distributed to the Contractor following securing of the Permits. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Southeast Community Park SECTION 011000 – SUMMARY OF WORK Page 4 of 6 Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 1 SECTION 129300 - SITE FURNISHINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Tables. 2. Chairs 3. Benches 4. Bicycle racks. 5. Trash receptacles and Litter Receptacles. 6. Drinking Fountain. 7. Picnic Table – Metal 8. Picnic Table – Wood 9. Site Handrail Skate Deterrent 10. Site Wall Skate Deterrent 11. Manual Swing Fire Access Gate 12. Garden Shed 13. Greenscreen 14. Zipgrow Towers 15. Fabric Shade System B. Related Requirements: 1. Section 033000 "Cast-in-Place Concrete" for footings. 2. Section 312000 "Earth Moving" for excavation for installing concrete footings. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified. C. Samples for Initial Selection: For units with factory-applied finishes. D. Samples for Verification: For each type of exposed finish, not less than 6-inch- (152-mm-) long linear components and 4-inch- (102-mm-) square sheet components. E. Product Schedule: For site furnishings. Use same designations indicated on Drawings. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 2 1.4 CLOSEOUT SUBMITTALS A. Maintenance Data: For site furnishings to include in maintenance manuals. PART 2 - PRODUCTS 2.1 TABLES A. Products: Subject to compliance with requirements, provide the following: 1. Manufacturer: Landscape Forms, 431 Lawndale Ave., Kalamazoo, MI 49048, 800-521- 2546 a. Catena Table; 29” height. b. Size 1) Diameter: 24”; no umbrella hole; quantity: per the drawings 2) Diameter: 42”; with umbrella hole; quantity: per the drawings 3) Diameter: 42”; without umbrella hole; quantity: per the drawings 4) Finish: Powder coated: To be determined during submittal process. c. Table top: Catena: 16 gauge with rolled edge, reinforced steel channels beneath the top. Powder coated steel finish. d. Table supports: 1) 24” and 30” table tops: 2.5” outer diameter x 0.120” wall steel tubing welded to 18” diameter cast iron base. 2) 36” and 42” table tops: 3” outer diameter 0.120” wall steel tubing welded to 23” diameter cast iron base. e. Mounting: Catena freestanding with nylon glides. 2.2 CHAIRS 1. Manufacturer: Landscape Forms, 431 Lawndale Ave., Kalamazoo, MI 49048, 800-521- 2546 a. Parc Vue Bench / custom sized as Chair b. Style 1) Backed with arms 2) Depth: 25-3/4” 3) Overall height: 35-1/2” 4) Arm height: 27-1/4” c. Length: 24” d. Finish: Powder coated: To be determined during submittal process. e. Mounting: freestanding with nylon 6-6-400 glides. f. Quantity: per drawings. 2.3 BENCHES A. Products: Subject to compliance with requirements, provide the following: Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 3 1. Manufacturer: Forms+Surfaces, 30 Pine Street Pittsburgh, PA 15223, phone: 800-451- 0410, website: www.forms-surfaces.com a. Knight Bench – backless b. Materials: 1) Seat slats a) FSC 100% Ipé hardwood. 2) Bench frame: solid aluminum with invisible welds. 3) Slat fasteners: recessed stainless steel. 4) Finishes a) Seat slats: penetrating oil finish. b) Finish color: Penofin® hardwood formula “Transparent Natural.” c) Bench frame (outer frame edges): polished aluminum. d) Bench frame (inner surfaces): polyester powdercoat i. Premium Texture from Forms+Surfaces Powdercoat Chart. 5) Dimensions a) Backless bench, six foot, surface mount b) Overall dimensions: 72" long x 22.7" deep x 18” high. c) Seat dimensions: 19.7" deep x 18" high. 6) Mounting: Surface mount. Provide threaded anchors and stainless steel mounting screws. 2.4 BICYCLE RACKS A. Products: Subject to compliance with requirements, provide the following: 1. Manufacturer: Landscape Forms, 431 Lawndale Ave., Kalamazoo, MI 49048, 800-521- 2546 a. Ride Bike rack b. Size: 1) Depth: 3-1/2” 2) Height : 26 Inches 3) Length: 28 inches c. Mounting: 1) Embed d. Finish: Powder coated: To be determined during submittal process. 2.5 TRASH AND LITTER RECEPTACLES A. Products: Subject to compliance with requirements, provide the following: 1. Manufacturer: Forms+Surfaces, 30 Pine Street Pittsburgh, PA 15223, phone: 800-451- 0410, website: www.forms-surfaces.com a. Universal Litter Receptacle b. 36-gallon, side-opening receptacle with standard opening / standard opening lid. c. Materials: 1) Body: a) Stainless Steel. 2) Lid: a) Polyethylene with UL94HB fire rating. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 4 3) Base: a) Polyethylene with UL94HB fire rating. 4) Liners: black polyethylene with UL94HV fire rating. 5) Hardware: stainless steel. d. Finishes: 1) Body: a) Stainless Steel, Sandstone. 2) Lid: a) Polyethylene with Slate-colored light textured finish for 36-gallon receptacles. 3) Base: a) Polyethylene with Slate-colored light textured finish. e. Dimensions: a) 36-gallon, side opening, standard opening / standard opening: 21.5" diameter x 40.8" high. 2.6 DRINKING FOUNTAIN A. Products: Subject to compliance with requirements, provide the following: 1. Manufacturer: Most Dependable Fountain Inc., 5705 Commander Dr., Arlington , TN 38002, Phone: 800.552.6331, www.mostdependable.com a. Model 10155 SMSS (Pet Fountain Included) b. Finish: Stainless Steel model, with Chrome Powdercoat Color. 2.7 PICNIC TABLE – METAL A. Products: Subject to compliance with requirements, provide the following: 1. Manufacturer: ULINE, 12575 Uline Drive, Pleasant Prairie, WI 53158, Phone 800.295.5571, www.uline.com a. 6’ Aluminum Table - Model H-3745 b. Mounting Hardware – Model # H-3748 (sold separately) 2.8 PICNIC TABLE – WOOD 1. Manufacturer: Forms+Surfaces, 30 Pine Street Pittsburgh, PA 15223, phone: 800-451- 0410, website: www.forms-surfaces.com a. Knight Table Ensemble b. Materials: 1) Seat slats a) FSC 100% Ipé hardwood. 2) Bench frame: solid aluminum with invisible welds. 3) Slat fasteners: recessed stainless steel. 4) Finishes a) Seat slats: penetrating oil finish. b) Finish color: Penofin® hardwood formula “Transparent Natural.” c) Bench frame (outer frame edges): polished aluminum. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 5 d) Bench frame (inner surfaces): polyester powdercoat i. Premium Texture from Forms+Surfaces Powdercoat Chart. 5) Dimensions a) Knight Table Ensemble (bench): 72" length, 19.8" depth, 18" height. b) Knight Table Ensemble (ADA bench): 36" length, 19.8" depth, 18" height. c) Knight Table Ensemble (table): 72" length, 36" depth, 30.4" height. 6) Mounting: Surface mount. Provide threaded anchors and stainless steel mounting screws. 2.9 SITE HANDRAIL SKATE DETERRENT 1. Manufacturer: Skatestoppers, 1547 N Cuyamaca St, El Cajon, CA 92020, 619-477-6374, www.skatestoppers.com. a. HR Series PN#HR1.5, install per manufacturer’s specifications b. Materials: 1) Cast Aluminum with Clear Anodize coating 2) Outside Dimensions: Approximately 2” long 3) Spacing: Space equally along rail, approximately 3’ o.c. 4) Mounting: (2) stainless steel tamper resistant screws, and two-part epoxy. 2.10 SITE WALL SKATE DETERRENT 1. Manufacturer: Skatestoppers, 1547 N Cuyamaca St, El Cajon, CA 92020, 619-477-6374, www.skatestoppers.com. a. Gorilla 135, install per manufacturer’s specifications b. Materials: 1) 6061-T6 Extruded Aluminum with Type II Clear Anodize coating 2) Outside Dimensions: Approximately 8” long x 1.125” wide x 1.125” tall 3) Spacing: Space approximately 18” from end of wall, and space equally along wall, approximately 3’ o.c. 4) Mounting: (2) 3/8” x 1-1/2” stud G PIN anchors, and two-part epoxy. 2.11 MANUAL SWING GATE 1. Manufacturer: Hoover Fence Co., 4521 Warren Ravenna Rd., Newton Falls, OH 44444, 303-358-2335, www.hooverfence.com a. S-Series Tubular Barrier Gate, single swing gate, 14’ length b. Materials: 1) Galvanized SS40 or aluminum Sch40 frame 2) Powdercoat Color: to be determined from manufacturer’s standard colors 3) 2” O.D. (1-7/8” actual) 2.12 GARDEN SHED 1. Manufacturer: Studio Shed, 1500 Cherry Street, Louisville, CO 80027, 888-900-3933, www.studio-shed.com Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 6 a. Signature Series, 10’ x 6’ 1) Siding: Black/ Metal 2) Front: Left justified 72” door, double swing, metal 3) Siding Color: Cargo Pants 4) Door Color: Sundried Tomato 5) Eaves Color: Sable 6) Foundation: Site concrete slab 2.13 GREENSCREEN PANELS 1. Manufacturer: GreenScreen, 1743 La Cienego Blvd., Los Angeles, CA 90035, 800-450- 3494, www.greenscreen.com a. PANELS 1) Panels shall be rigid, three dimensional welded wire grid fabricated of 14 gage galvanized steel wire. a) Metallic-Coated Steel Wire: Welded-wire, galvanized in accordance with ASTM A641. 2) Face Grid: Wires shall be welded at each intersection to form a 2 x 2 inch face grid on the front and back of panels, 3) Trusses: Face grids shall be separated by bent wire trusses spaced at 2-inch centers and welded to front and back face grids at each truss apex. 4) Thickness: As shown on Drawings 5) Length and Width: As indicated on the Drawings. 6) Tolerance: 1/8 inch in width and 1/8 inch in length. b. ACCESSORIES 1) Trim: a) Fabricate from 20-gage ASTM A879 galvanized steel. b) Types Channel Trim: Thickness of panel x ½ inch legs. Angle Trim: ½ inch x ½ inch legs. c) Locations: As indicated on the Drawings. 2) Clips and Straps: Provide manufacturer’s standard types of clips and straps suitable for mounting conditions. Fabricate from ASTM A879 galvanized steel. Adjustable clips shall have ¼ inch diameter 18-8 stainless steel bolt, washer, and nut. 3) Plastic Spacers: Provide ½ inch thick black Ultra High Molecular Weight polyethylene (UHMW) washers [to hold clips away from mounting surface]. 4) Fence Posts: 3-inch [2-7/8” OD ASTM A500] [square ASTM A500, Grade B] steel tube. The steel strip used in the manufacture of the post shall conform to ASTM A1011. Minimum yield strength shall be 45,000 psi. [Provide steel post caps.] Overall post length shall be as indicated on the Drawings. 5) Fasteners for Mounting Clips to Fence Posts: Self drilling, self tapping hex washer head screws, with strength of Type 410 stainless steel, and corrosion resistance of Type 304 stainless steel. 6) Fasteners for Attachment to Structure Pull Out Value: 7) To Concrete or Masonry: [480 lbs.]. 8) To Structural Steel: [480 lbs.]. c. FABRICATION Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 7 1) Cut to size. 2) Weld trim to panels and grind smooth exterior surfaces of welds. 3) Curved Panels: All curved panels shall be fabricated in the factory using approved “Cut-to-Curve” or “Crimped-to-Curve” procedures as recommended by manufacturer for diameter of curve and conditions of use prior to application of powder coat finish to ensure that all wire edges are coated and protected. The use of “Cut-to-Curve” or “Crimped-to-Curve” fabrication technique is dependent on the specific radius and the direction of the curve relative to the flat panel layout. d. FINISH 1) Metal components (except fasteners) shall receive commercial grade finish system after fabrication. 2) Finish System: a) Pretreat with general purpose, alkaline, water based cleaner / degreaser applied at 240 degrees F. b) Prime with fusion bond epoxy powder coat. c) Topcoat with [TGIC] polyester or polyester-urethane powder coat with a minimum total dry film thickness of not less than [6 mils (0.15 mm)]. 3) Salt Spray Resistance: Finish shall remain rust free when tested 1680 hours in accordance with ASTM B117. 4) Finish and Color: Silver 5) Touch-Up Paint: Provide high quality, exterior-grade spray paint suitable for conditions of use. e. MISCELLANEOUS MATERIALS 1) Concrete: Refer to Section 03 30 00, CAST-IN-PLACE CONCRETE. 2) Concrete: Normal-weight, air-entrained, ready-mix concrete with a minimum 28-day compressive strength of 3000 psi (20 MPa), 3-inch (75- mm) slump, and 1-inch (25-mm) maximum aggregate size [ or dry, packaged, normal-weight concrete mix complying with ASTM C 387 mixed with potable water according to manufacturer's written instructions]. 2.14 ZIPGROW TOWERS 1. Manufacturer: Bright Agrotech, PO Box 1648, Laramie, WY, 82073, 307-288-1188, www.shop.brightagrotech.com a. 7’ Zipgrow Commercial Bundle (50 Towers) 1) Add: (4) side hanging holes 2) Add: (4) ZipGrow media pull hooks 2.15 FABRIC SHADE SAILS 1. Manufacturer: Shade Sails, 2216 Padre Blvd., Suite B, #77, South Padre Island, TX, 78597, www.shadesails.com a. Wave Shades – Retractable Shades, install per manufacturers specifications 1) Style A (cable at outer edge) 2) Material: Shadetex 300 3) Color: Terracotta Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 8 2.16 MATERIALS A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated; free of surface blemishes and complying with the following: 1. Rolled or Cold-Finished Bars, Rods, and Wire: ASTM B 211 (ASTM B 211M). 2. Extruded Bars, Rods, Wire, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). 3. Structural Pipe and Tube: ASTM B 429/B 429M. 4. Sheet and Plate: ASTM B 209 (ASTM B 209M). 5. Castings: ASTM B 26/B 26M. B. Steel and Iron: Free of surface blemishes and complying with the following: 1. Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Steel Pipe: Standard-weight steel pipe complying with ASTM A 53/A 53M, or electric- resistance-welded pipe complying with ASTM A 135/A 135M. 3. Tubing: Cold-formed steel tubing complying with ASTM A 500/A 500M. 4. Mechanical Tubing: Cold-rolled, electric-resistance-welded carbon or alloy steel tubing complying with ASTM A 513, or steel tubing fabricated from steel complying with ASTM A 1011/A 1011M and complying with dimensional tolerances in ASTM A 500/A 500M; zinc coated internally and externally. 5. Sheet: Commercial steel sheet complying with ASTM A 1011/A 1011M. C. Stainless Steel: Free of surface blemishes and complying with the following: 1. Sheet, Strip, Plate, and Flat Bars: ASTM A 666. 2. Pipe: Schedule 40 steel pipe complying with ASTM A 312/A 312M. 3. Tubing: ASTM A 554. D. Wood: Surfaced smooth on four sides with eased edges; kiln dried, free of knots, solid stock of species indicated. 1. Wood Species: Manufacturer's standard. 2. Finish: Manufacturer's standard E. Fiberglass: Multiple laminations of glass-fiber-reinforced polyester resin with UV-light stable, colorfast, nonfading, weather- and stain-resistant, colored polyester gel coat, and with manufacturer's standard finish. F. Plastic: Color impregnated, color and UV-light stabilized, and mold resistant. 1. Polyethylene: Fabricated from virgin plastic HDPE resin. G. Anchors, Fasteners, Fittings, and Hardware: Stainless steel commercial quality, tamperproof, vandal and theft resistant. H. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107/C 1107M; recommended in writing by manufacturer, for exterior applications. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 9 I. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic- controlled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound; resistant to erosion from water exposure without needing protection by a sealer or waterproof coating; recommended in writing by manufacturer, for exterior applications. J. Galvanizing: Where indicated for steel and iron components, provide the following protective zinc coating applied to components after fabrication: 1. Zinc-Coated Tubing: External, zinc with organic overcoat, consisting of a minimum of 0.9 oz./sq. ft. (0.27 kg/sq. m) of zinc after welding, a chromate conversion coating, and a clear, polymer film. Internal, same as external or consisting of 81 percent zinc pigmented coating, not less than 0.3 mil (0.0076 mm) thick. 2. Hot-Dip Galvanizing: According to ASTM A 123/A 123M, ASTM A 153/A 153M, or ASTM A 924/A 924M. 2.17 FABRICATION A. Metal Components: Form to required shapes and sizes with true, consistent curves, lines, and angles. Separate metals from dissimilar materials to prevent electrolytic action. B. Welded Connections: Weld connections continuously. Weld solid members with full-length, full-penetration welds and hollow members with full-circumference welds. At exposed connections, finish surfaces smooth and blended so no roughness or unevenness shows after finishing and welded surface matches contours of adjoining surfaces. C. Pipes and Tubes: Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components. D. Preservative-Treated Wood Components: Complete fabrication of treated items before treatment if possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. E. Exposed Surfaces: Polished, sanded, or otherwise finished; all surfaces smooth, free of burrs, barbs, splinters, and sharpness; all edges and ends rolled, rounded, or capped. F. Factory Assembly: Assemble components in the factory to greatest extent possible to minimize field assembly. Clearly mark units for assembly in the field. 2.18 GENERAL FINISH REQUIREMENTS A. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 10 2.19 ALUMINUM FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. 2.20 STEEL AND GALVANIZED-STEEL FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. B. PVC Finish: Manufacturer's standard, UV-light stabilized, mold-resistant, slip-resistant, matte- textured, dipped or sprayed-on, PVC-plastisol finish, with flame retardant added; complying with coating manufacturer's written instructions for pretreatment, application, and minimum dry film thickness. 2.21 IRON FINISHES A. Baked-Enamel, Powder-Coat Finish: Manufacturer's standard, baked, polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness. 2.22 STAINLESS-STEEL FINISHES A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches. 1. Run directional finishes with long dimension of each piece. 2. Directional Satin Finish: No 4. 3. Dull Satin Finish: No. 6. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. Southeast Community Park 02/09/2016 Civitas #2-13-0010 SITE FURNISHINGS 129300 - 11 3.2 INSTALLATION, GENERAL A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. B. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. C. Install site furnishings level, plumb, true, and positioned at locations indicated on Drawings. END OF SECTION 129300 TOP CHORD 65' VERTICAL DIAGONAL BOTTOM CHORD FLOOR BEAM BRIDGE ELEVATION CONCRETE ABUTMENT 12/1/2015 DYOB DATE: CHECKED: DRAWN: DYOB DESIGNED: APPROVED: PROJECT NUMBER: \\AD.CONTECH-CPI.COM\ROOT\MERLIN\PROJECT\ACTIVE\505600\505625\SITE PLANS & GENERAL INFO\BRIDGE143467.DWG 1/4/2016 9:41 AM SHEET NO.: OF 143467 4 The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications. PRELIMINARY NOT FOR CONSTRUCTION 1 CONTECH DRAWING DYOB 800-338-1122 513-645-7000 513-645-7993 FAX DATE REVISION DESCRIPTION BY Connector 65' Span x 10' Width Southeast Community Park Pedestrian Bridge Fort Collins, Colorado The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others. www.contechES.com BRIDGE SUMMARY Connector Pedestrian Bridge 65' Span x 10' Width Deck Type: IPE (Hardwood) Bridge Finish: Weathering Steel FLOOR BEAM BRACE DIAGONAL BOTTOM CHORD DECK BRACING FRAMING WOOD DECK BRIDGE PLAN STRINGER 10' 12/1/2015 DYOB DATE: CHECKED: DRAWN: DYOB DESIGNED: APPROVED: PROJECT NUMBER: \\AD.CONTECH-CPI.COM\ROOT\MERLIN\PROJECT\ACTIVE\505600\505625\SITE PLANS & GENERAL INFO\BRIDGE143467.DWG 1/4/2016 9:41 AM SHEET NO.: OF 143467 4 The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications. PRELIMINARY NOT FOR CONSTRUCTION 2 CONTECH DRAWING DYOB 800-338-1122 513-645-7000 513-645-7993 FAX DATE REVISION DESCRIPTION BY Connector 65' Span x 10' Width Southeast Community Park Pedestrian Bridge Fort Collins, Colorado The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others. www.contechES.com SECTION 10' TOP CHORD WOOD DECK DIAGONAL BRACE DIAGONAL VERTICAL BOTTOM CHORD SAFETY RAIL RUB RAIL TOE PLATE 42" (Min) 12/1/2015 DYOB DATE: CHECKED: DRAWN: DYOB DESIGNED: APPROVED: PROJECT NUMBER: \\AD.CONTECH-CPI.COM\ROOT\MERLIN\PROJECT\ACTIVE\505600\505625\SITE PLANS & GENERAL INFO\BRIDGE143467.DWG 1/4/2016 9:41 AM SHEET NO.: OF 143467 4 The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications. PRELIMINARY NOT FOR CONSTRUCTION 3 CONTECH DRAWING DYOB 800-338-1122 513-645-7000 513-645-7993 FAX DATE REVISION DESCRIPTION BY Connector 65' Span x 10' Width Southeast Community Park Pedestrian Bridge Fort Collins, Colorado The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others. www.contechES.com BEARING SIDE VIEW INFORMATION PROVIDED FOR REPRESENTATION ONLY. ACTUAL BEARING DIAGRAMS TO BE BASED ON FINAL DESIGN. CONCRETE ABUTMENT SETTING PLATE BASE PLATE END FLOOR BEAM END VERTICAL WOOD DECK ANCHOR RODS BOTTOM CHORD 1 4" RUB RAIL DETAIL ɒ 11 4 x 1 1 4 x 1 8 x 5" LG : Gold Infield Mix with Stabilizer® G & S Solutions Gold Infield Mix meets Stabilizer Solutions ratios, specifications and blending procedures, with 8 lbs. of Stabilizer Organic Binder per ton. Please call if you have any questions. Jack Weil Golf and Sport Solutions 303-961-0141 jack@golfandsportsolutions.com Sieve Size (mm) % Retained #6/3.40 1.4 #10/2.00 3.6 #18/1.00 14 #35/.050 18.8 #60/0.25 16.6 #140/0.15 9.4 #270/0.05 11.4 Stabilizer® 8#’s/ton USDA Texture Sandy/loam Sand 75.2 Silt 9.6 Clay 15.2 EXHIBIT 4 - REVISED DRAWINGS RESTROOM FF=4901.75 BASKETBALL COURT 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN BID ALT 15 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER 4895 4900 4905 4910 4915 4920 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 4895 4900 4905 4910 4915 4920 0 SCALE: 1" = 30' 30 15 30 60 WATERLINE PLAN & PROFILE WPP - 1 1 of 4 WATERLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 4885 4890 4895 4900 4905 4910 4885 4890 4895 4900 4905 0 SCALE: 1" = 30' 30 15 30 60 WATERLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan MATCH LINE STA 16+00 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 4915 4920 4925 4900 4905 4910 4900 4905 4920 4925 0 SCALE: 1" = 30' 30 15 30 60 WATERLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan MATCH LINE STA 24+00 SEE SHEET 4 4900 4905 4910 4915 4920 4925 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 4920 4925 4900 4905 4910 0 SCALE: 1" = 30' 30 15 30 60 NOTES 1. PRV/METER VAULT TO BE PROVIDED BY FORT COLLINS LOVELAND WATER DISTRICT AND INSTALLED BY THE CONTRACTOR. WATERLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan CONSTRUCTION DETAILS 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT CONSTRUCTION DETAILS 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DT-3 39 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan CLEANOUT NOT TO SCALE 03-09-2016 1 - 24" Water Line EXHIBIT 5 - PREBID ATTENDANCE & POWERPOINT 1 Southeast Community Park City of Fort Collins Bid No. 8263 3-9-16 PRE-BID CONFERENCE March 9, 2015 1:00 PM City of Fort Collins Park Planning & Development Introductions Park Planning & Development: • Craig Kisling – Project Manager (970) 222-6367 Purchasing: • Elliot Dale - Purchasing Agent (970) 221-6777 Consultant Landscape Architect: • Civitas, Robin Rooney – Lead Designer (303) 571-0053 Consultant Engineer: • Interwest Consulting, Skylar Brower – Civil Design (970) 460-1091 Fort Collins – Loveland Water District South, Fort Collins Sanitation District: • Terry Farrell – District Engineer (970) 226-3104 ext.104 2 Purchasing 3 Important Purchasing reminders: • Bid Opening: Monday, March 28, 2016 @ 3PM (our clock) • Location: 215 N Mason St. - 2nd Floor Purchasing Dept. • Questions Deadline: Friday, March 18, 2016 @ 5PM • Email questions to both Elliot and Craig • All Addendum/additional information will be sent to Project Contact • Bid Bond no less than 5% of bid required at Bid Opening • Sign-in on attendance sheet required Vicinity Map 4 Summary of Work 5 • Clearing and Grubbing • Tree Removals • Erosion Control • Parking Lots • Soft Paths and Concrete Sidewalks and Trails • Plazas • Site Lighting • Baseball Fields and Lighting • Basketball Court • Walls Summary of Work • Storm Drainage Systems • Pavilion Structure • Pedestrian Bridges • Restrooms • Irrigation Controls and Distribution System • Landscaping • Utilities • Play Equipment Installation • Site Furnishings 6 Project Overview • Coordination with utilities owner and other City departments • Contractor responsible to acquire all appropriate permits and submit required documentation • No designated staging area provided 7 Important Contract Dates 8 AWARD CONTRACT: Approximately April 1, 2016 PRE-CONSTRUCTION MEETING: Mandatory Meeting Prior to Start of Construction. TBD after contract is awarded. Construction Start Time: TBD CONTRACT TIMES AND COMPLETION DATES: Substantial Completion - 365 total calendar days for the project Final Completion - 30 Calendar days after Substantial Completion Important Contract Dates 9 WORK ONLY PERIODS - SECTION 011000 • McClelland Creek Work – may only occur between October 15, 2016 – April 15, 2017 • Saber Cat Right Turn Lane and Saber Cat West Pull-In Parking Work- may only occur between May 30, 2016 – August 16, 2016, unless otherwise approved. MILESTONE DATES – SECTION 011000 • BMX Staging - May 6, 2016 • Foundation Work for Silo’s – May 13, 2016 • BMX Tuff Shed, Fencing - June 30, 2016 • Non-Irrigated seed installed – April 15, 2017 • Irrigated bluegrass seed and sod installed – May 1, 2017 General Condition Highlights PROJECT MEETINGS • Once a week. Location and time to be determined. • Agree to weekly quantities PROGRESS AND SCHEDULE REVISIONS • Prior to construction, initial schedule must be submitted and approved • Schedules shall be updated weekly • The Contractor may be required to submit additional schedules depending on the progress of the project WEATHER DAYS • Exceed monthly chart in contract 10 General Condition Highlights CONSTRUCTION TIME: • Standard Hours of Operation 7:00 AM thru 6:00 PM - Monday thru Friday, Exceptions with City approval • The project is located in a residential area • Work hours will be strictly enforced 11 General Condition Highlights SITE CLEAN-UP: • The construction work shall be kept and accomplished in a neat, clean and orderly fashion. • Street sweeping will need to be used in order to minimize tracking and meet EPA storm water quality requirements. • Dust control will be required. (New City Code Requirement for Fugitive Dust) • Vehicle tracking pads is not required but contractor are required to meet Federal, State and City storm water quality requirements. No additional payment will be made. 12 General Condition Highlights SITE SAFETY: • City will require a safety plan from the contractor • City and contractor will develop a site specific safety action plan for reacting to jobsite accidents 13 Highlights for Coordination 14 BMX Track Line Items #7,8,9 BMX Track Line Items 15 Playground Installation Silos Location 16 Playground Installation Silo Location 17 Installation of Playground Equipment & Material Bid Item #4 Silos 18 Playground Layout 19 Architecture 20 Architecture Addendums Addendum #1 will be available online within the next few days. Currently: • Deduct Alternate – Pervious Pavers/Rain Garden • Revised plan sheets • Revised bids tab – Add Alternate for 24” Waterline • Separate plan set for 24” Waterline • A second Addendum will be (if required) posted one week prior to bid opening to address any questions that are received after today and up to that date. 22 Deduct Alternate #14 23 1 Deduct Alternate #14 Add Alternate #1 - 24” Water Line 25 26 Add Alternate #1 - 24” Water Line 27 Add Alternate #1 - 24” Water Line Thanks for Attending! Any Questions or concerns about SECP can be addressed in email to: Craig Kisling – Project Manager • email: ckisling@fcgov.com Elliot Dale - Purchasing Agent • email: edale@fcgov.com Any Questions or concerns about Waterline can be addressed in email to: Terry Farrell - Fort Collins – Loveland Water District South • email: tfarrill@aol.com 28 DT-2 38 of 45 03-09-2016 1 - 24" Water Line 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan MATCH LINE STA 24+00 SEE SHEET 3 MATCH LINE STA 24+00 SEE SHEET 3 WATERLINE PLAN & PROFILE WPP - 4 4 of 4 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS FOR INFORMATION ONLY SANITATION DISTRICT 03-09-2016 1 - 24" Water Line MATCH LINE STA 24+00 SEE SHEET 4 MATCH LINE STA 16+00 SEE SHEET 2 MATCH LINE STA 16+00 SEE SHEET 2 WATERLINE PLAN & PROFILE WPP - 3 3 of 4 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS FOR INFORMATION ONLY SANITATION DISTRICT 03-09-2016 1 - 24" Water Line SEE SHEET 3 MATCH LINE STA 16+00 SEE SHEET 3 MATCH LINE STA 7+50 SEE SHEET 1 WATERLINE PLAN & PROFILE WPP - 2 2 of 4 MATCH LINE STA 7+50 SEE SHEET 1 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 03-09-2016 1 - 24" Water Line 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan MATCH LINE STA 7+50 SEE SHEET 2 MATCH LINE STA 7+50 SEE SHEET 2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 03-09-2016 1 - 24" Water Line PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. 03.09.2016 01 - Remove parking lot pavers, add rain garden 1 4" x 1 1 2" LG ZINC PLATED CARRIAGE BOLTS AT EACH VERTICAL CONT 5 4" x 6" NOM IRON WOODS CLEAR ALL HEART RUB RAIL S4S WOOD DECK DETAIL PLANK HOLDDOWN BOTTOM CHORD PLANK SUPPORT CENTER NAILER STRINGER FLAT HEAD SCREW, (2) PER PLANK WOOD DECK BUTTON HEAD SCREW, (1) PER PLANK PER END 12/1/2015 DYOB DATE: CHECKED: DRAWN: DYOB DESIGNED: APPROVED: PROJECT NUMBER: \\AD.CONTECH-CPI.COM\ROOT\MERLIN\PROJECT\ACTIVE\505600\505625\SITE PLANS & GENERAL INFO\BRIDGE143467.DWG 1/4/2016 9:41 AM SHEET NO.: OF 143467 4 The graphic information and details contained in these plans is schematic in nature. The plans, elevations and sections have been developed automatically in a way that demonstrates your current input in a relative and proportional manner. The details included in these plans have been selected to represent commonly built construction assemblies. These are not Engineering drawings, and as such, the details may vary in the final design for your project depending on many variables that are selected in your final scope of work and specifications. PRELIMINARY NOT FOR CONSTRUCTION 4 CONTECH DRAWING DYOB 800-338-1122 513-645-7000 513-645-7993 FAX DATE REVISION DESCRIPTION BY Connector 65' Span x 10' Width Southeast Community Park Pedestrian Bridge Fort Collins, Colorado The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others. www.contechES.com