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BID - 7404 ELKS LODGE DECONSTRUCTION
Addendum 2 7404 Elks Lodge Deconstruction Page 1 of 2 ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7404: Elks Lodge Deconstruction OPENING DATE: 3:00 PM (Our Clock) July 24, 2012 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: Exhibit 1 – Questions & Answers Please contact John Stephen, CPPO, LEED AP, Senior 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 Addendum 2 7404 Elks Lodge Deconstruction Page 2 of 2 EXHIBIT 1 – QUESTIONS & ANSWERS 1. Please clarify the salvageable materials and shared savings portions of the specs. As I read them they provide for the owner taking a project credit for 100% of the gross receipts for these materials if the 70% recycling plateau is achieved. This would seem to provide no incentive to put out the extra effort and incur additional costs in order to separate and recycle these items. Answer: There is no shared savings at 70% diversion. The contractor is required to include the separation cost to achieve at least 70% in the base bid amount. 2. Is the 70% recycling requirement based on volume or weight? The specs mention Tons as acceptable measure but requirement appears to be called out based on volume. Answer: The recycling requirement will be based on volume. 3. Does the City Own the copper and recyclable materials, and if so is it specified where these materials are to be taken? Answer: Per the contract documents, 01 11 00 – Summary of Work, page 5, paragraph 1.13 Salvage, Recycle, Reuse Rights, the owner retains the right to the value of all salvaged materials including copper. The value of the material will be tracked during the course of the project and reconciled at the end of the project. The contractor shall be responsible to locate where materials can be taken for credit. 4. How do the shared savings work? Answer: The value of the shared savings will be tracked and submitted to the owner and engineer on a monthly business at a minimum. At the end of the project the total amount of materials diverted from the landfill will be reconciled. When the total amount of materials diverted from the landfill and recycled is known, the percentage of shared saving will be per Specification section 01 22 00 – Measurement and payment, page 4, paragraph 1.7 Shared Savings, Table A1. ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7404: Elks Lodge Deconstruction OPENING DATE: 3:00 PM (Our Clock) July 24, 2012 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. A second project walk-though is scheduled for Friday, July 13, 2012 at 3:00 PM at the jobsite, 140 E Oak Street, Fort Collins. 2. Additional Information Exhibit 1 – Questions & Answers Exhibit 2 – ALTA Survey & Asbestos Abatement Project Design Please contact John Stephen, CPPO, LEED AP, Senior 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 Addendum 1 7404 Elks Lodge Deconstruction Page 1 of 14 EXHIBIT 1 – QUESTIONS & ANSWERS 1. Was the interior masonry block filler tested for asbestos? Answer: Attached to this addendum is a copy of the Project Specific Asbestos Abatement Project Design. On page 3, under “Project Description”, a list of Asbestos Containing Materials (ACM) that was to be removed from the site has been provided. Therefore, to the best of our knowledge and abilities, no other materials have been identified as ACM. 2. Were the switches on the switchgear tested for asbestos? Answer : The switchgear switches were not identified and are not known to contain asbestos paper shields. It is the contractor’s responsibility to appropriately handle, dispose or reuse these during demolition and deconstruction. 3. Who is responsible for remaining regulated building materials? Answer: All regulated building materials are the responsibility of the contractor and proper disposal of those items shall be included in the base bid. 4. Will the contractor have access to the private property to the north for deconstruction and protection purposes? Answer: Coordination with adjacent property to the north will take place after the bid opening and will be made by the owner or engineer. The contractor shall assume that, for the purposes of bidding, that they have access to the building rooftop to separate the parapet, roofing and install protection measures. 5. What is the final finish for the building north of the Elks? Are there any improvements to that building? Answer: The contractor shall disconnect and remove the breezeway between the Elks Lodge building and adjoining property to the north as outlined in the contract documents. The contractor shall remove and disconnect the roofing system in a manner that will maintain a weather tight roof system at this property. No other fixtures or items shall be installed on this property. 6. Who is responsible for removing fluids, or other materials contained within mechanical equipment? Answer: The contractor shall assume that all equipment remaining in the building still contains fluids and chemicals that would have been in the unit under normal operation of the equipment. The contractor shall include in the base bid amount to properly dispose of any fluids and chemicals contained in equipment and the building, excluding the oil from the elevator. Addendum 1 7404 Elks Lodge Deconstruction Page 2 of 14 7. How many Square Feet of Finished is in the building? Answer: There is approximately 37,308 square feet of finished space over 4 floors. 8. Who is responsible for the existing transformer located on the north side of the property? Answer: The contractor shall be responsible for protecting existing services and transformers currently located north of the Elks Building servicing143 Remington St, Fort Collins, CO 80524. 9. Can you provide the contract information to obtain additional parking permits? Answer: The contact information for Parking Services is 970-221-6617 10. Can you provide a list of materials that can be taken to the City’s crushing operation on Hoffman road? Answer: We have included a PDF print from the City of Fort Collins Website, http://www.fcgov.com/recycling/centers.php?ID=51, second box from the top, listing the materials that can be taken to the City Streets Crushing Operations located at 1380 Hoffman Mill Rd., Fort Collins. The contractor shall be responsible to contact this recycling center to clarify specifics of what can and cannot be taken there as they prepare their bids. The phone number is 970-482-1249. 11. What is the final day for questions to be submitted? Answer: The final day for questions is Wednesday July 18, 2012 at 5:00 PM. Addendum 1 7404 Elks Lodge Deconstruction Page 3 of 14 RCA 2 Type III (TYP) Staging & Material Handling Fencing around entire perimter RCA 2 Type III (TYP) Detour 2 Type III (TYP) Site Plan Addendum 1 EXHIBIT 2 - ALTA SURVEY & ASBESTOS ABATEMENT PROJECT DESIGN Addendum 1 7404 Elks Lodge Deconstruction Page 4 of 14 P.O. Box 253 • Morrison, Colorado 80465 • Phone: (303) 932-8484 • Fax: (303) 932-8585 ASBESTOS ABATEMENT PROJECT DESIGN Prepared for: Veolia ES Special Services 9131 E 96th Ave., Unit B2 Henderson, CO 80640 Project: Asbestos Abatement of Various Building Materials Fort Collins Elks Lodge 140 East Oak St. Fort Collins, Colorado March 1, 2010 Prepared by: Koch Environmental Health, Inc. PO Box 253 Morrison, CO 80465 (303) 932-8484 Addendum 1 7404 Elks Lodge Deconstruction Page 5 of 14 2 PROJECT SPECIFIC ASBESTOS ABATEMENT PROJECT DESIGN Elks Lodge 140 East Oak St. Fort Collins, Colorado SIGNATURE PAGE Project Name: Elks Lodge, 140 Oak Street, Fort Collins, Colorado Location: Elks Lodge, 140 Oak Street, Fort Collins, Colorado PREPARED AND APPROVED BY: Signature: Date: 3/23/10 John Van Wazer, Koch Environmental Health, Inc. Asbestos Project Designer Cert No. 6396 Signature: Date: Veolia ES Special Services Asbestos Project Supervisor Addendum 1 7404 Elks Lodge Deconstruction Page 6 of 14 3 PURPOSE This asbestos abatement Project Design has been developed in support of asbestos abatement operations to be conducted at the Fort Collins Elks Lodge at 140 Oak Street in Fort Collins, Colorado (the Site). This document describes general and specific asbestos abatement procedures to be employed by Veolia ES Special Services (Veolia) at the Site. It is the intent of this Project Design to describe procedures which allow Veolia to conduct the removal of identified asbestos-containing materials and asbestos-contaminated items/materials within the Site in a safe and responsible manner in accordance with all applicable federal, state and local regulations. As personnel and environmental health and safety are of highest priority on this project, this Project Design has been developed such that it meets or exceeds the requirements of applicable regulatory agencies, including the Environmental Protection Agency (EPA), the Occupational Safety and Health Administration (OSHA), and the Colorado Department of Public Health and Environment (CDPHE). Air monitoring, visual inspection, and other industrial hygiene functions will be performed by Koch Environmental Health, Inc. PROJECT DESCRIPTION The purpose of this Project Design is to describe procedures and work practices for asbestos removal operations at the Site. Identified Asbestos Containing Materials (ACM) to be removed at the Site include the following: ACM Type Quantit y (ft2) Location 9X9 floor tile 56 First floor 115 White plaster 410 First floor 130 Spray-applied texture 10,119 Basement Bowling area, foyer, First, second, third floors Plaster material 500 First floor 113 Brown flooring 350 First floor 113 Scope of Work The scope of work for this project is the proper, safe removal and disposal of the above- referenced asbestos-containing materials and asbestos-contaminated items/materials from the subject property All ACM shall be abated per the requirements of Section III.C, Project Requirements, of State of Colorado Regulation No. 8 Part B, The Control of Asbestos (hereafter referred to as CDPHE Regulation 8) and in accordance with customary safe and responsible work practices. The containments and abatement procedures shall meet or exceed all of the requirements contained within Colorado Regulation #8. Any alterations to full containment requirements established with Colorado Regulations #8 shall be applied for and approved by KEH and CDPHE prior to commencing work activities. A minimum of 0.03 (inches of water) negative pressure will be maintained in each full containment enclosure. The following calculation applies to the work areas with respect to air changes per hour and the minimum number of negative air machines allowed for each work area: Work Area 1 – Basement ceiling texture: 32,180 cu. ft. / 1500 (neg, air machine capacity) = 22 / 60 minutes = 0.36 X 4 air changes per hour = 1,4 neg. air machines + 1 backup = 3 negative pressure air machines. Addendum 1 7404 Elks Lodge Deconstruction Page 7 of 14 4 Work Area 2 – First Floor 115 1000 cu. ft. / 1500 (neg, air machine capacity) = 0.67 / 60 minutes = 0.01 X 4 air changes per hour = 0.04 neg. air machines = 1 negative pressure air machines. Work Area 3 – First Floor plaster: 1600 cu. ft. / 1500 (neg, air machine capacity) = 1.06 / 60 minutes = 0.17 X 4 air changes per hour = 0.7 neg. air machines = 1 negative pressure air machines. Work Area 4 – First Floor East ceiling texture: 14,000 cu. ft. / 1500 (neg, air machine capacity) = 9.3 / 60 minutes = 0.16 X 4 air changes per hour = 0.6 neg. air machines = 1 negative pressure air machines – Veolia to establish 3 negative air machines + 1 backup Work Area 5 – Second Floor ceiling texture, including 3rd floor loft/mezzanine: 85,310 cu. ft. / 1500 (neg, air machine capacity) = 56.9 / 60 minutes = 0.95 X 4 air changes per hour = 3.8 neg. air machines = 4 negative pressure air machines – Veolia to establish 4 negative air machines + 1 backup Note: Project specifications require negative pressure of 0.03 inches of water; Veolia will install sufficient negative air machines to achieve 0.03 inches of water negative pressure as measured by calibrated manometer prior to any active abatement and subject to visual inspection and verification by AMS. All removal work will be performed by Veolia, a licensed General Abatement Certificate (GAC) holder, utilizing properly trained and certified workers. All work will be performed in accordance with all applicable federal, state and local regulations, and will, at a minimum, conform to the requirements set forth in CDPHE Regulation #8, EPA 40 CFR Part 763, and OSHA Regulations 29 CFR 1910.1001 and 1926.1101. NOTIFICATIONS AND SUBMITTALS A current emissions permit as required by CDPHE Regulation Number 8 (hereafter referred to as Reg. 8) has been applied for and shall be maintained on Site by Veolia. Any variance requests anticipated by Veolia on this project shall first be approved by Koch Environmental Health, Inc. (KEH). Worker certifications/qualifications, work area sketches, negative pressure calculations, etc. will be provided and attached in the appropriate Attachment section of this abatement Project Design. MATERIALS/EQUIPMENT Materials and equipment to be used for asbestos abatement include the materials necessary to erect containment barriers, perform removal, perform cleaning tasks, and protect employees. Selection and use of PPE and respiratory equipment will depend on the results of exposure monitoring and the type and condition of asbestos being removed. Project-specific materials and equipment will be defined for each specific work area as necessary. Typically, materials and equipment will consist of: Addendum 1 7404 Elks Lodge Deconstruction Page 8 of 14 5 • Polyethylene sheeting (6 mil, 4 mil thicknesses, fire retardant as necessary); • Industrial-strength duct tape and spray-adhesive; • HEPA-filtered vacuums; • Portable HEPA-filtered negative air machine(s) (NAMs) and associated exhaust tubing; • Portable, three-chambered personnel decontamination unit with associated plumbing, heating, and filtration equipment • Appropriate warning signs; warning signs as required by OSHA will bear the following information: DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA; • Labeled waste disposal bags; warning labels as required by OSHA for all waste containers will bear the following information: DANGER CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD; • Appropriate PPE (for asbestos work, exclusive of anti-Cs) will include, but not be limited to, protective coveralls (i.e. tyvek), gloves, steel-toed boots, safety glasses/goggles and face shields, hard hats, and other gear as appropriate; • Respiratory protection includes respirator face-piece and associated filtration cartridges. NOTE: VEOLIA WILL ADHERE TO AND COMPLY WITH THE MOST CURRENT VERSION OF THE Veolia RESPIRATORY PROTECTION PROGRAM. RESPIRATORS AND ASSOCIATED MEDICAL SURVEILLANCE, FIT TESTS, AND TRAINING WILL BE PROVIDED BY RFETS and/or THE WGT IN ACCORDANCE WITH THE SITE RESPIRATORY PROTECTION PROGRAM. RESPIRATORY PROTECTION WILL, AT A MINIMUM, CONSIST OF FULL-FACE, NEGATIVE PRESSURE MASK WITH HEPA/P-100 CARTRIDGES (MAGENTA IN COLOR). • Tools necessary to perform abatement will include the following: • manual scrapers • rubber dustpans and shovels • squeegees • ladders • airless sprayers • water spray pumps • retractable razor knives • nylon brushes • scrub pads • surfactant-amended water • encapsulant • others as necessary; • OSHA-acceptable ladders, scaffolds, and associated safety equipment will be used in various work areas on this project. These items will be identified in area-specific work Project Designs as appropriate. Addendum 1 7404 Elks Lodge Deconstruction Page 9 of 14 6 WORK AREA ACCESS Veolia will control access to all regulated work areas to prevent unauthorized access by the use of warning signs, barricades, and controlled entry/exit logs. Veolia will maintain a current log of all entering/exiting the work area and will post Asbestos Worker certification cards for all workers prominently outside of containment barriers. Veolia will post a list of names and phone/radio numbers of key personnel, including the Supervisor and AMS, involved in the abatement project at the entrance to the clean room both inside and outside of any affected regulated work areas. WORK PRACTICES All ACM willshall be abated per the requirements of Section III.C, Project Requirements, of State of Colorado Regulation No. 8 Part B, The Control of Asbestos (hereafter referred to as CDPHE Regulation 8) and in accordance with customary safe and responsible work practices. The containments and abatement procedures shall meet or exceed all of the requirements contained within Colorado Regulation #8. All operations conducted during this project will be done such that NO VISIBLE OR FUGITIVE EMISSIONS are released from the Site. Work Practices and Procedures: A. Required Notifications – Veolia has applied for an approved asbestos abatement emissions permit from CDPHE for this project. A copy of the permit will be prevalently displayed on site. B. All workers will be trained and certified as Asbestos Workers in the State of Colorado; a certified Asbestos Supervisor will be on site at all times during the abatement process. C. Personal Protective Equipment (PPE) and decontamination procedures used by Site personnel will conform to conventional procedures for asbestos removal (e.g. protective suits sans street clothes, three-stage decontamination, respiratory protection, level C protection, etc.) D. All work for this project will be done in accordance with the most current provisions of CDPHE Regulation No. 8, “The Control of Hazardous Air Pollutants”, Part B Emissions Standard for Asbestos (hereafter referred to as CDPHE Regulation No. 8), including mobilization, enclosure/containment erection, asbestos abatement, disposal, and tear-down/demobilization. E. Veolia will conduct abatement by erecting full containments in each work area where friable asbestos is being removed. Non-friable floor tile will be removed in secondary containment with established negative pressure per project requirements. F. Removal of ceiling texture will be done under full containment procedures as described in Section III of CDPHE Regulation No. 8 G. Waste will be submitted to a landfill approved for accepting asbestos waste. Veolia will provide the property Owner with waste manifests upon receipt from the landfill. See the attached diagram for Veolia proposed placement of the negative air machines (NAMs), waste load-out area, and personnel decontamination unit(s). Addendum 1 7404 Elks Lodge Deconstruction Page 10 of 14 7 INDUSTRIAL HYGIENE CONTROLS Industrial Hygiene controls will be the responsibility of the Building Owner. WASTE HANDLING Waste Handling: All asbestos and asbestos waste shall be properly packaged, stored, and transferred to an acceptable landfill at the conclusion of the project. All disposal manifests shall be submitted to the OWNER once signed copies are received from the disposal facility. RESPIRATORY PROTECTION PLAN Veolia shall maintain a copy of their most recent respiratory protection Plan on Site for review for the duration of the project. EMPLOYEE TRAINING All Veolia personnel assigned to this project will hold and maintain current certifications for asbestos work (e.g. Asbestos Supervisor, Asbestos Worker) in accordance with CDPHE Regulation No. 8 requirements and those contained in 29 CFR 1926.1101. Veolia will ensure that all personnel that wear respiratory protection will be trained, have current physicals for, and will be fit-tested for respiratory protection in accordance with the provisions of 29 CFR 1910.134. MEDICAL SURVEILLANCE In accordance with 29 CFR 1926.1101 and 1926.62, all Veolia personnel will have current medical documentation as to their physical status, inclusive of pulmonary function and lung X- rays (if applicable), for asbestos workers and/or blood lead and ZPP levels for lead workers. Veolia will ensure that all personnel that wear respiratory protection will be trained, have current physicals for, and will be fit-tested for respiratory protection in accordance with the provisions of 29 CFR 1910.134. Copies of employee respiratory protection training records, medical surveillance, and fit tests will be provided to the KEH Representative prior to the start of abatement. HAZARD COMMUNICATION Veolia Contracting shall maintain on Site their Hazard Communication Program and at all times, shall adhere to the requirements contained therein. MSDS for all chemicals used by Veolia will also be maintained by Veolia on Site. EMERGENCY PLAN Veolia shall develop and post a copy of an emergency plan for the work of this project. This plan shall include, at a minimum, emergency contacts and telephone numbers, including the designated healthcare provider for workplace injuries. . Addendum 1 7404 Elks Lodge Deconstruction Page 11 of 14 APPENDIX A - WORK AREA DESCRIPTIONS AND SCHEMATICS Addendum 1 7404 Elks Lodge Deconstruction Page 12 of 14 APPENDIX B – CERTIFICATES AND PERMITS Addendum 1 7404 Elks Lodge Deconstruction Page 13 of 14 home > departments > environmental services department > recycling > centers > ceramics (including sinks and toilets) Share: | More Ceramics (including sinks and toilets) Name/Address/Hours Comments Western Mobile - Boulder Phone: 303-444-6320 Hours: NA Old toilets, ceramic tiles, ceramic sinks, etc. in good condition, concrete and asphalt. City Streets Crushing Operations 1380 Hoffman Mill Rd, Fort Collins Phone: 970-482-1249 Hours: Mon-Fri, 7am to 5pm (4pm, Nov-Mar) http://www.fcgov.com/streets/crushing.php Accepts: small concrete chunks (no rebar), cement logs from gas stoves, clean, broken or milled asphalt, bricks, clean fill dirt, clean pit run (clean dirt & rock mixture); ceramic sinks, toilets, urinals and tubs (remove all hardware and gasket material). Recycling of toilets is free if the seat cover and any metal or plastic parts have been removed; otherwise there is $5 fee. If you have three or more toilets to recycle, take them directly (at no charge) to this Streets facility. Fort Collins Habitat for Humanity Re-Store 4001 S. Taft Hill Road, Ft Collins Phone: 970-223-9909 Hours: Mon - Sat, 9 am to 5:30 pm http://www.habitatstore.org Accepts new and used items in good working condition. Automobiles, motorcycles, bicycles, furniture, large appliances (may charge refundable deposit to ensure appliance is operational), plumbing supplies; recycles computer towers and printers (fee), aluminum, aluminum cans. ReSource Fort Collins 1501 N College Ave, Fort Collins Phone: 970-498-9663 Hours: Mon - Sat, 10am - 6pm; Sun, 11am - 4pm http://www.resourceyard.org ReSource accepts tax-deductible donations for and resells wood, windows, doors, cabinets, flooring; ceramic toilets, urinals, sinks; antique items, tile, fencing, landscaping materials and insulation. All items must be in good condition. Will pick up for a nominal fee anywhere in Fort Collins. City of Loveland Recycling Center 400 N Wilson Ave, Loveland Phone: 970-962-2529 Hours: Open Year Round Tue-Sun, 7:30 am - 4:30 pm; closed Mondays and major holidays http://www.ci.loveland.co.us/index.aspx?page=188 The Loveland Recycling Center accepts a wide variety of materials, including #1 and #7 plastic tubs, waste cooking oil, and other hard to recycle items. Fort Collins residents should expect to pay a fee to drop off yard and wood waste. Loveland residents must present a current yard debris permit to drop off yard/wood debris. To obtain a permit, call the Solid Waste Division at 962-2529 or stop by the office at 105 W. Fifth St. The items below must be kept separated from each other. Multiple items listed under one bullet can be mixed together. Electronics require a small fee. Website Navigation: City Services News/Events City Leadership Public Records Jobs Business Contact Us Help Mobile Website QR Code / MS Tag for this Page ("_" denotes Accesskey) Our Organization: Mission, Vision, Values 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 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR ELKS LODGE DECONSTRUCTION BID NO. 7404 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JULY 24, 2012 – 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC-A GC-A1 - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SOILS REPORT SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: July 2, 2012 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on July 24, 2012, for the Elks Lodge Deconstruction; BID NO. 7404. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7404 Elks Lodge Deconstruction. The Work consists of deconstruction and dismantling of the Downtown Development Authority’s Elks Lodge building located at 140 E. Oak Street, Fort Collins, CO. Salvage recycle or reuse of building materials from jobsite to achieve minimum 70% landfill diversion rate. Work also includes strip and separation of individually listed materials, jobsite safety and adjacent property protection. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. A MANDATORY prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 AM, on July 10, 2012, at the site 140 E. Oak Street. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. 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. City of Fort Collins James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non-responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self- stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 7404 Elks Lodge Deconstruction Place: Date: 1. In compliance with your Invitation to Bid dated , 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: . 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through . 8. BID SCHEDULE (Base Bid) Contractor to provide for the deconstruction and dismantling of the Downtown Development Authority’s Elks Lodge building per these specifications, drawings, and contract documents. Lump Sum Base Bid – 70% Landfill Diversion Rate $ In Words: Additive Bid Alternates Contractor is to provide all inclusive pricing for the bid alternates listed below. Add Alternate 1: 80% Landfill Diversion – LS $ Add Alternate 2: 90% Landfill Diversion – LS $ Add Alternate 3: Complete Removal of foundation walls, slabs, footings and any below grade items as part of the building system. $ Add Alternate 4: Purchase, haul, place, compact and finish to established grades, 4-inches of recycled asphalt crushed to Class 5 or 6 aggregate base course gradation. $ Unit Price Items (additive or deductive to contract) Unit Description Unit Unit Price Imported Structural Fill TON Building Bricks 100 brick pallet or LOT Foundation Block 20 block pallet or LOT Asphalt Repair TON Sidewalk Repair SF Concrete Pavement Repair SF Paver Removal/Replacement SF Concrete Band LF Bearing Wood Trusses EA Remove, set aside 2 x 12 Wood Floor Joist BLF 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7404 Elks Lodge Deconstruction. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20__, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Address: By: By: Title: Title: ATTEST: By: (SEAL) (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank Reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General Contractor? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? And to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at ________________ this ______ day of __________________, 20__. Name of Bidder By: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this _______ day of____________, 20__. (Seal) Notary Public My commission expires: . SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM SUBCONTRACTOR SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: TO: PROJECT: 7404 Elks Lodge Deconstruction OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7404 Elks Lodge Deconstruction. The Price of your Agreement is ($ ). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by , 20 . 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully-signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: James B. O’Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the deconstruction of the 7404 Elks Lodge Deconstruction. ARTICLE 2. ENGINEER The Project has been designed by Ditesco, 1315 Oakridge Drive, Suite 120, Fort Collins, CO 80525, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within eighty-three (83) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within thirteen (13) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Seven Hundred Sixty-Five Dollars ($765.00) for each calendar day or fraction thereof that expires after the eighty-three (83) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for each calendar day or fraction thereof that expires after the thirteen (13) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of “Contract Documents” in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: All drawings included in Appendix A of the Project Manual The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JAMES B. O’NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT PRINTED Title: Title: Date: Date: Attest: (CORPORATE SEAL) City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Attest: Approved as to Form Address for giving notices: Assistant City Attorney License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7404 Elks Lodge Deconstruction To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 . The dates for Substantial Completion and Final Acceptance shall be , 20_ and , 20__, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20__. CONTRACTOR: By: Title: SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of ____________ in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7404 Elks Lodge Deconstruction. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of _____ ____, 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (firm) (address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7404 Elks Lodge Deconstruction. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20__. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By:_____________________________________ _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7404 Elks Lodge Deconstruction PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20__ TO: Gentlemen: You are hereby notified that on the day of , 20__, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7404 Elks Lodge Deconstruction. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 . In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date:____________ __, 20__. Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7404 Elks Lodge Deconstruction 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20__. CONTRACTOR: By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20__, by . Witness my hand and official seal. My Commission Expires: Notary Public SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7404 Elks Lodge Deconstruction CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20____ . (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. DR 0 COLO DENV (303) The e for the mater street Any u law. A sep Subco to iss FAILU Re 8 CO Trade Mailin E-Mai Fax Nu ( EX Name Addre Princip Physic Schedu constru I dec true Signat DO 172 (12/98) ORADO DEPA VER CO 80261 232-2416 exemption certi e exempt proje rials which are t, or other publ unauthorized us parate certificat ontractors will ue certificates URE TO ACCU egistration/Accou 9 - ONTRAC name/DBA: g address (City, l address: umber: ) XEMPTIO of exempt organ ss of exempt org pal contact at ex cal location of pro uled Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor’s Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor’s name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor’s place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Geotechnical Engineering Study by Kumar & Associates, Inc., Project # 08-3-100, dated January 30, 2008. Asbestos Abatement Monitoring Report by Walsh Environmental Scientists & Engineers LLC, Project #900055.7963.010, dated May 21, 2010 Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). B. Add the following language after paragraph 5.4.13 SC-5.4.14 The Contractor shall purchase and maintain “Builder’s Risk” insurance for physical loss or damage to the Work, temporary enclosures, buildings, falsework or materials in transit and shall insure against the following: fire, lightning, extended coverage, theft, vandalism, and malicious mischief; earthquake, demolition, collapse, debris removal, occasioned by the enforcement of the Rules and Regulations, water damage, and other such perils as may be required by the Supplementary Conditions. SC-5.4.15 Contractor’s Builder’s Risk policy shall cover materials and equipment stored at the site or at another location that was agreed to in writing by the Owner prior to being incorporated into the Work; provided that such materials and equipment have been included in an application for payment and recommended for approval by the Engineer. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule Zero (0) days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: cc: City Clerk Contractor Project File Architect Engineer Purchasing Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract NUMBER DATE AMOUNT The present status of the account for this Contract is as follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CONTRACT AMOUNTS APPLICATION FOR PAYMENT PAGE 2 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Completed Work Completed Work Completed Stored Bid This Month Previous Periods To Date Materials Total Item This Earned Percent Number Description Quantity Units Unit Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This Number Number Description Application Period Period Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 June 21, 2012 Ditesco PROJECT MANUAL TABLE OF CONTENTS ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY Section No. Subject Page(s) DIVISION 1—GENERAL REQUIREMENTS 01 11 00 Summary of Work ............................................................................................................... 6 01 22 00 Measurement and Payment ................................................................................................ 3 01 31 00 Project Management and Coordination .............................................................................. 2 01 31 19 Project Meetings ................................................................................................................. 4 01 32 13 Project Schedules ............................................................................................................... 3 01 33 00 Submittal Procedures .......................................................................................................... 7 01 52 00 Temporary Construction Facilities ...................................................................................... 4 01 55 26 Traffic Control ...................................................................................................................... 4 01 57 13 Temporary Erosion and Sediment Control ......................................................................... 3 01 73 29 Cutting and Patching ........................................................................................................... 4 01 74 00 Cleaning and Waste Management ...................................................................................... 4 01 77 00 Close Out Procedures ......................................................................................................... 4 01 89 00 Waste Removal Recycling .................................................................................................. 3 DIVISION 2—SITE WORK 02 41 00 Demolition ........................................................................................................................... 3 02 42 12 Deconstruction Equipment/Aids .......................................................................................... 2 DIVISION 31—EXCAVATION AND FILL 31 23 00 Excavation and Fill .............................................................................................................. 6 APPENDIX A Deconstruction Phasing Plans .......................................................................................... 41 APPENDIX B Salvageable Materials List .................................................................................................. 2 APPENDIX C Project Schedule ................................................................................................................. 1 APPENDIX D Abatement Report ............................................................................................................. 12 APPENDIX E Geotechnical Report ......................................................................................................... 34 END OF CONTENTS TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 1 Ditesco SECTION 01 11 00 – SUMMARY OF WORK PART 1 � GENERAL 1.1 SECTION INCLUDES A. Work covered by contract documents B. Work by Owner C. Work by others D. Contractor use of site and premises E. Work sequence F. Contractor qualifications G. Easements and right�of�way H. Protection of property I. Maintenance of traffic J. Barricades and lights K. Salvage, recycle, reuse rights L. Regulatory requirements M. Coordination 1.2 RELATED SECTIONS A. Section 01 22 00—Measurement and Payment B. Section 01 77 00—Contract Closeout 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Contract consists of deconstruction and dismantling of the Downtown Development Authority’s Elks Lodge building located at 140 E. Oak Street, Fort Collins, CO. Work will follow the specific deconstruction plan attached in Appendix A of this document or as modified by the deconstruction Contractor. B. Furnish all materials, equipment, supplies, and appurtenances; provide all construction equipment and tools; and perform all necessary labor and supervision. C. Perform existing material removal, salvage, recycling activities, clean up, site backfill, grading, and fine grading. D. Salvage, recycle or reuse building materials from jobsite to achieve minimum 70% landfill diversion rate (see additive alternates). TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 2 Ditesco E. Owner has designated a specific list of materials that shall be provided to individual entities; this list is attached in Appendix B of this document. The Contractor shall salvage materials identified on this list and provide to the Owner. Contractor shall load, haul and off load all materials on this list to a designated location within 4 miles of the project site. F. Coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, public utilities and Owner to ensure the progress of Work. G. It is the intent of this contract that Work proceed in the most expeditious manner possible. H. The Work included in the guaranteed maximum price comprises all work completed by the Contractor to deconstruct/dismantle the Elks Lodge Building. The project includes tasks described herein and as outlined on the project plans. 1.4 WORK BY OWNER A. The Contractor will be expected to coordinate project construction activities around downtown activities that may occur during the duration of this contract. Attached to these specifications as Appendix C is a draft project schedule that outlines various downtown activities. These events may cause the Contractor to stop or delay work at any time. The Contractor shall prepare his/her work plan and price the work accordingly. 1.5 WORK BY OTHERS A. As of the date of this issuance, no other work in the direct vicinity of the Elks Lodge project is anticipated. 1.6 CONTRACTOR USE OF SITE AND PREMISES A. Contractor shall limit his use of the premises for Work and storage, to the allowable staging space south of the building. B. Coordinate use of premises under direction of Engineer and Project Manager. C. Assume full responsibility for the protection and safekeeping of products stored on site under this Contract. D. Obtain and pay for the use of additional storage or work areas needed for operations. E. Contractor may use those areas indicated on the drawings for staging and storage and such additional areas as Engineer or Project Manager may designate. F. Contractor shall provide six (6) foot opaque perimeter fence surrounding entire construction site. 1.7 WORK SEQUENCE A. Construct Work in stages to allow for maximum quantity of recycled materials, following Engineer’s plan as attached in Appendix A of this document or as modified by the Contractor. Provide a Detailed Work Plan for each Phase of the project and for every item of Work on the project as required in Section 01 32 13. Coordinate construction schedule and operations with the Engineer and Owner’s Project Manager. B. Sequences other than those specified will be considered by Engineer, provided they afford equivalent continuity of operations. It is the intent of the Owner not to disturb the normal functions TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 3 Ditesco of other buildings on the block, its residents and their visitors, employees, vendors, suppliers, contractors or related outside businesses during the work of this project. C. Construction services performed in accordance with the Agreement and specifications include the following: 1. Deconstruction Phase a. The deconstruction of the Elks Lodge includes a multi�stage process beginning with staging, roof demolition, high value material salvage, and adjacent property protection. b. This work will commence immediately upon issuance of Notice to Proceed. Funds for this project have been appropriated. c. The Deconstruction Phase has been broken into three additional phases. 1) First Phase Demolition includes deconstruction of the upper floor structural system, third floor shell masonry, and picking and separating of materials. 2) Second Phase Demolition includes deconstruction of the second floor structural system, second floor shell masonry, and picking and separating of materials. 3) Third Phase Demolition includes deconstruction of the basement/garden level structural system, foundation demolition, picking and separating of materials, backfill, site restoration, site cleanup and demobilization. 2. Work shall include all items incidental to completion of the project whether or not specifically called for including, but not limited to traffic control, landscape & tree protection, restoration, site repair, asphalt patching, curb, gutter and sidewalk replacement and site cleanup. D. Contract times and completion dates. Construction services performed in accordance with the Agreement and specifications are based on the following schedules: 1. Construction Period: a. Notice�to�Proceed is anticipated August 10, 2012. The Contractor shall be substantially complete within 83 calendar days. Substantial completion is expected around November 7, 2012. The Contractor shall be finally complete within 13 calendar days of substantial completion. Final completion is expected on November 20, 2012. 1.8 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: General Contractor shall have completed at least four (4) projects of similar size, scope and complexity in the past five (5) years under similar deconstruction or demolition guidelines to the ones provided herein. 1. Contractor shall hold the appropriate State and/or local licenses to perform the work in the local jurisdiction. 2. Contractor shall submit a list of past projects that took place in a similar downtown type area working around historical structures. 3. Contractor shall submit a list of past project that include work with a municipal owner and a similar contract delivery system. 4. Contractor shall submit a list of references, including name, telephone number, and address for persons who can verify successful completion of deconstruction/demolition projects of similar size, scope and complexity. Positive verification results from references shall be a condition precedent to award of this contract. 5. Contractor shall submit a copy of its current Experience Modifier Rate. 6. Superintendent Qualifications: a. The Contractor’s superintendent shall be a competent, experienced person employed by the Contractor. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 4 Ditesco b. The Contractor shall submit the proposed superintendent’s resume with the qualifications package as part of the bid documents. c. The superintendent shall be assigned to this contract full�time until the job reaches substantial completion. d. The superintendent must have completed at least 2 similar deconstruction projects in the past 5 years. He/she must have also have knowledge of the building type set to be demolished. e. The superintendent must have experience recycle/reuse process. f. The Contractor must fix at time of bidding any subcontractors proposed for this project that will perform more than 5% of the contract value. The Contractor must provide a complete list with their bid qualifications package. 1.9 EASEMENTS AND RIGHT�OF�WAY A. In general, Owner will provide full use of premises for construction of improvements. Exceptions shall be identified within the contract documents. Owner reserves the right to limit site access as required for changes in operations. B. Confine construction operations to the immediate vicinity of the location indicated on drawings and use due care in placing construction tools, equipment, excavated materials, and deconstruction materials and supplies, so as to cause the least possible damage to property and interference with traffic. 1.10 PROTECTION OF PROPERTY A. Protect, shore, brace, support, and maintain underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by construction operations. B. Restore to their original condition, pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, sod and other surface structures affected by construction operations. C. Use new materials for replacement. D. Contractor shall be responsible for all damage to streets, roads, shoulders, ditches, embankments, culverts, location or character, which may be caused by transporting equipment, materials, or personnel to or from the Work or any site thereof, whether by him or his subcontractors. E. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage. F. Keep fire hydrants and water control valves free from obstruction and available for use at all times. G. The Contractor is responsible for erecting and maintaining a secure system for protecting adjacent properties from the Elks Lodge deconstruction. This project is a zero lot line project comprising over 40�ft tall building deconstruction. The Contractor is responsible for protecting adjacent properties from damage. Any damage caused by the Contractor’s operations is the Contractor’s responsibility. This includes, but is not limited to, protection of the alley infrastructure to the west, protection of the occupied building to the north, parking lot infrastructure to the south and tree and sidewalk to the east. 1.11 MAINTENANCE OF TRAFFIC TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 5 Ditesco A. Conduct Work to interfere as little as possible with travel, whether vehicular or pedestrian. Prepare detailed traffic control plans for each portion of the project as required in Section 01 32 13 – Construction Schedules. Traffic control plans shall be prepared by a Certified Traffic Control Supervisor and submitted to the Owner for approval. 1. Whenever it is necessary to cross, close, or obstruct roads, driveways and walks, provide and maintain suitable and safe bridges, detours, or other temporary devices for accommodation of private travel. a. Provide Engineer and Owner a minimum of 48 working hours notice b. Owner is not responsible for Contractors downtime associated with failure to identify closures and comply with these requirements. B. Detour 1. Provide, as required, bridges across trenches, barricades, guardrail approaches, lights, signals, signs, and other devices necessary for protection of the Work and public safety. 1.12 BARRICADES AND LIGHTS A. Protect streets, sidewalks, parking lots and other public thoroughfares which are closed to traffic by effective barricades with acceptable warning signs B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section. C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public. D. Provide similar warning signs and lights at obstructions such as material piles and equipment. E. Illuminate barricades and obstructions with warning lights from sunset to sunrise. F. Store materials and conduct work to cause the minimum obstruction to the Owner. G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements and, as required by the City of Fort Collins. 1.13 SALVAGE, RECYCLE, REUSE RIGHTS A. The owner retains the right to salvage all items identified as historical artifacts at the site, either interior or exterior of the building, identified by either list or photographs included in these documents. In addition, Owner will retain the right to any undocumented or undiscovered artifact and/or material that may be encountered and recovered during the course of the Work. B. The Owner retains the right to all salvaged materials from the project such as copper, steel, or any other material that may be recycled for a value. Such value will be tracked during construction and used inside the guaranteed maximum price contract to offset contractor costs in an effort to increase recycling and/or diversion rate of materials. The Contractor shall maintain a log of these salvaged items, their value and supporting receipts from reuse vendors. 1.14 REGULATORY REQUIREMENTS A. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 11 00 SUMMARY OF WORK ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 11 00 � 6 Ditesco B. Obtain and pay for all permits associated with this project including city and state demolition permits. C. Other standards and codes which apply to the Work are designated in the specifications. 1.15 COORDINATION A. Coordinate scheduling, submissions, and Work of the various Sections of specifications to assure efficient and orderly sequence of demolition of interdependent construction elements. B. Coordinate completion and clean up of Work of separate Sections. PART 2 � PRODUCTS Not Used PART 3 � EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 22 00 MEASUREMENT AND PAYMENT ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 22 00 - 1 Ditesco SECTION 01 22 00 – MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Form and content B. Sub-schedule of unit material values C. Unit Prices 1.2 REQUIREMENTS A. Submit to Engineer schedule of values allocated to various portions of Work, within 10 days after Notice of Award. B. Upon request of Engineer, support values with data which substantiate their correctness. C. Schedule of values, unless objected to by Engineer, shall be used only as basis for CONTRACTOR’s Applications for Payment. D. Submit initial schedule of values in duplicate. After review by Engineer revise and resubmit as required. Submit schedule of Values with each Application for Payment, reflecting any changes. E. Submit typed schedule on form provided by Engineer 1.3 FORM AND CONTENT A. Type schedule on 8-1/2”x11 white paper; Identify schedule with: 1. Title of project and location. 2. Project number. 3. Name and Address of CONTRACTOR. 4. Agreement designation 5. Date of submission. B. Schedule shall list installed value of component parts of Work in sufficient detail to serve as basis for computing values for progress payments during construction. C. Follow table of contents of this Construction Project Manual as format for listing component items. Identify each line item with number and title of respective major section of Specifications. D. For each major line item list sub-values of major products or operations under item. E. For various portions of Work: 1. Each item shall include directly proportional amount of CONTRACTOR’s overhead and profit. 2. For items on which progress payment will be requested for stored materials, break down value into: a. Cost of materials, delivered and unloaded at site, with taxes paid. b. Total installed value. F. Sum of all values listed in schedule shall equal total Contract Price. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 22 00 MEASUREMENT AND PAYMENT ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 22 00 - 2 Ditesco 1.4 SUBSCHEDULE OF UNIT MATERIAL VALUES A. Form of submittal shall parallel that of schedule of values, with each item identified same as line item in schedule of values. B. Unit quantity for bulk materials shall include allowance for normal waste. C. Unit values for materials shall be broken down into: 1. Cost of materials delivered and unloaded at Site, with taxes paid. 2. Installation costs, including CONTRACTOR’s overhead and profit. D. Installed unit value multiplied by quantity listed shall equal cost of that item in schedule of values. 1.5 UNIT PRICE REQUIREMENTS A. Items of Work described herein are specifically listed in the Agreement for separate measurement and payment. B. No other items of Work required by Contract Documents shall be measured or paid for as a separate item, but shall be included as part of listed unit price item to which Work pertains. Failure to list all such related Work in the following descriptions of unit price items shall not invalidate this stipulation. C. CONTRACTOR shall measure unit price quantities for payment and submit to Engineer and OWNER. D. Bids on all unit prices specified hereunder shall be submitted as indicated on Bid Form. The additive or deductive amount of each unit price shall represent the true value of the part of the work covered by that unit price. E. The amount of each unit price shall include: 1. The direct and indirect costs of the work so described to the CONTRACTOR. 2. Delivery to and from the site. 3. Applicable taxes. 4. Handling at the site: Including loading and unloading, placing and dumping, and storage. 5. Labor for installation and finishing. 6. CONTRACTOR’s and SUBCONTRACTOR’s overhead and profit. F. Unit prices shall reflect the increase or decrease in cost of all work of every nature which may be affected thereby. No subsequent claims for extras by reason of the CONTRACTOR’s failure to observe this requirement will be considered. G. Material and workmanship required by the unit price shall conform to the requirements of the specifications for similar items of work. 1.6 DESCRIPTION OF UNIT PRICE ITEMS A. Imported structural fill (per TON) Imported structural fill material prices shall include price to load, haul, dump, place, compact and grade fill material. The unit cost shall include providing fill material that meets R=15 material specification, clean graded, non-swelling material as approved by the Engineer. It shall include wetting and/or drying to place material to 95% of its standard proctor. Contractor shall provide proctor properties of the material. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 22 00 MEASUREMENT AND PAYMENT ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 22 00 - 3 Ditesco B. Salvage Building Bricks (per 100 brick pallet / LOT) Clean, palletize, secure and transport to site designated by Owner within 4 miles of jobsite. Separate brick by color (red/blonde). C. Salvage Foundation Block (per 20 block pallet / LOT) Clean, palletize, secure and transport to site designated by Owner within 4 miles of jobsite. D. Asphalt Repair (per TON) Sawcut, remove, compact subgrade, replace, compact and finish HBP as directed by the Engineer and Owner. Asphalt patching to be minimum 4-inches in depth and built according to the latest version of the Larimer County Urban Area Street Standards (LCUASS) requirements. E. Sidewalk Repair (per SF) Sawcut, remove, compact subgrade, replace, finish, cure, protect concrete sidewalk as directed by the Engineer and Owner. Sidewalk repair to be minimum 6-inches thick and constructed according to the latest version of the Larimer County Urban Area Street Standards (LCUASS) requirements. F. Concrete Pavement Repair (per SF) Sawcut, remove, compact subgrade, replace, finish, cure, protect concrete sidewalk as directed by the Engineer and Owner. Sidewalk repair to be minimum 5-inches thick and constructed according to the latest version of the Larimer County Urban Area Street Standards (LCUASS) requirements. G. Paver Removal/Replacement (per SF) Remove, set sand setting bed (2”) over concrete pavement, reset pavers, compact and fill with polymeric sand as directed by the Owner and Engineer. H. Concrete Band (per LF) Sawcut, remove, compact subgrade, dowel, replace, finish, cure, and protect concrete bands as directed by the Engineer and Owner. Bands to be match existing conditions – 12” wide and 10” tall and constructed according to the latest version of the Larimer County Urban Area Street Standards (LCUASS) requirements. I. Bearing Wood Trusses (per EA) Remove stack-bolted wood trusses above Lodge Room, secure and transport to site designated by Owner within 4 miles of jobsite. J. 2 x 12 Wood Floor Joist (per BLF) Remove wood floor joists at various locations throughout Elks Lodge building – as directed by Owner, secure and transport to site designated by Owner within 4 miles of jobsite. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 22 00 MEASUREMENT AND PAYMENT ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 22 00 - 4 Ditesco 1.7 SHARED SAVINGS A. This contract shall include shared savings of realized value from recycled or salvaged materials as outlined in Section 01 11 00, Part 1.13 B and Section 01 74 00 Part 1.4 B1. The value of the materials that are recycled or salvaged shall be proportionally split between the Owner and Contractor according to Table A1 below; if the landfill diversion goals established by bid alternates are accepted into the contract and achieved during deconstruction. Table A1 Landfill Diversion Goal % Shared Savings of Recycled or Salvaged Materials 90% 50% 80% 25% 70% 0% The value of shared savings will be tracked monthly, at a minimum, and submitted to the Owner and Engineer. At substantial completion, the Owner, Engineer and Contractor will reconcile the value of recycled/salvaged materials and distribute the shared savings accordingly through a contract change order. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 00 - 1 Ditesco SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Coordination requirements B. Coordination of schedules C. Coordination meetings D. Coordination of contract close-out 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work 1.3 COORDINATION REQUIREMENTS A. Conform to reference standard by date of issue current on date of Contract Documents B. Obtain copies of standards when required by Contract Documents C. Where specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.4 COORDINATION OF SCHEDULES A. Submit under provisions of Section 01 32 13 B. Coordinate schedule of deconstruction activities with Engineer and Owner. C. Coordinate schedule of deconstruction and salvage activities with subcontractors or other contractors to facilitate efficient completion of the work. 1.5 COORDINATION MEETINGS A. Conduct and manage coordination meetings outside of weekly job meetings to facilitate work amongst subcontractors or other agencies utilizing the site. 1.6 COORDINATION OF CONTRACT CLOSE-OUT A. Coordinate site cleanup and demobilization activities as provided within separate Sections of this specification. B. Assemble and coordinate close out submittals as provided for in Section 01 77 00. C. Allow access to site for occupancy and correction work. Minimize disruption to the adjacent uses and allow continued pedestrian access adjacent to the site. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 00 - 2 Ditesco PART 1 - PRODUCTS Not Used PART 2 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 19 PROJECT MEETINGS ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 19 - 1 Ditesco SECTION 01 31 19 – PROJECT MEETINGS PART 1 - GENERAL 1.1 SECTION INCLUDES A. General requirements B. Preconstruction conference C. Detailed Work Plan meetings D. Schedule finalization meeting E. Progress meetings 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work B. Section 01 32 13—Construction Schedules C. Section 01 33 00—Submittal Procedures D. Section 01 77 00—Close Out Procedures 1.3 GENERAL REQUIREMENTS A. Engineer will schedule and administer pre-construction meeting, schedule punchlist walk through, weekly job progress meetings, and specially called meetings throughout the progress of the Work 1. Prepare agenda for meetings including items requested by Owner and Contractor. 2. Distribute written notice of each meeting to Owner and Contractor 4 days in advance of regularly scheduled meeting dates. 3. Contractor shall be required to attend specially called meetings as work progresses based on field observations for other currently unidentified conditions/concerns of Engineer or Owner. 4. Preside at meetings 5. Record the minutes; include all significant proceedings and decisions 6. Reproduce and distribute copies of minutes within 3 days after each meeting a. To all participants in the meetings b. To Owner c. Furnish copies of minutes to Contractor B. Owner may attend meetings. C. Representatives of contractors, subcontractors, and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents 1.4 PRECONSTRUCTION CONFERENCE A. Engineer will schedule a conference within 10 days after Effective Date of Agreement. B. Location: Downtown Development Authority Main Office TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 19 PROJECT MEETINGS ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 19 - 2 Ditesco C. Attendance 1. Owner's Representative 2. Engineer and his professional consultants 3. Contractor's Superintendent 4. Major Subcontractors 5. Major Suppliers 6. Others as appropriate D. Agenda: 1. Execution of Owner - Contractor Agreement. 2. Submission of executed bonds and insurance certificates 3. Distribution of Contract Documents 4. Submission of list of subcontractors and suppliers, list of products, and progress schedule 5. Designation of personnel representing the parties in Contract and the Engineer 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, cost proposal requests, Change Orders and Contract closeout procedures. 7. Construction scheduling and updates. 8. Scheduling activities of other consultants. 9. Critical work sequencing. 10. Major material deliveries and priorities. 11. Procedures for maintaining Record Documents. 12. Use of premises a. Work and storage areas b. Owner's requirements 13. Construction facilities, controls and construction aids. 14. Temporary utilities provided by Owner. 15. All safety and first-aid procedures are responsibility of the Contractor. 16. Security and housekeeping procedures as required by the Owner. 17. Procedures for testing. 18. Requirements for recycled products. 1.5 DETAILED WORK PLAN OR PROGRESS MEETINGS A. Contractor shall request review of detailed work plans at least 10 days prior to beginning any work on items defined within detailed work plan. B. Location: Downtown Development Authority Main Office C. Attendance 1. Owner's Representative 2. Engineer and his professional consultants 3. Resident Project Representative 4. Contractor's Superintendent 5. Major Subcontractors 6. Major Suppliers 7. Others as appropriate D. Agenda: 1. Delivery or proposed Detailed Work Plan by Contractor to Owner. 2. Use of premises a. Work and storage areas b. Owner's requirements 3. Construction facilities, controls and construction aids 4. Temporary utilities TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 19 PROJECT MEETINGS ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 19 - 3 Ditesco 5. Safety 6. Security and housekeeping procedures as required by the Owner 7. Procedures for testing 1.6 SCHEDULE PUNCH LIST WALK THROUGH A. Engineer will schedule at least 10 days before submission of the last Application for Payment B. Location: Field/Site C. Attendance 1. Owner's representative 2. Engineer 3. Contractor 4. Others, as appropriate D. Suggested Agenda 1. Review of items remaining to be repaired or replaced prior to final acceptance and payment. 1.7 PROGRESS MEETINGS A. Engineer will schedule and administer meetings throughout progress of the Work at weekly intervals or other agreed upon timeframes. B. Location of the Meetings: Downtown Development Authority Main Office C. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within three days to Contractor, Owner, participants, and those affected by decisions made. D. Attendance 1. Owner's Representative 2. Engineer, and his professional consultants as needed 3. Contractor's Superintendent 4. Subcontractors as appropriate to the agenda 5. Suppliers as appropriate to the agenda 6. Others, as appropriate E. Agenda: 1. Review minutes of previous meetings 2. Review unresolved issues from last meeting 3. Review of Work progress; three week look-ahead schedule prepared by contractor 4. Field observations, problems, conflicts and decisions 5. Identification of problems which impede planned progress 6. Review of submittals schedule and status of submittals 7. Review of off-site fabrication and delivery schedules 8. Maintenance of progress schedule 9. Corrective measures to regain projected schedules 10. Planned progress during succeeding work period 11. Coordination of projected progress 12. Maintenance of quality and work standards 13. Effect of proposed changes on progress schedule and coordination 14. Other business relating to Work TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 31 19 PROJECT MEETINGS ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 31 19 - 4 Ditesco PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 32 13 - 1 Ditesco SECTION 01 32 13 – PROJECT SCHEDULES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Requirements B. Format C. Content D. Progress Revisions E. Submittals F. Distribution 1.2 RELATED SECTION A. Section 01 11 00—Summary of Work B. Section 01 22 00—Measurement and Payment C. Section 01 31 19—Project Meetings D. Section 01 33 00—Shop Drawings and Product Data E. Section 01 77 00—Contract Closeout 1.3 REQUIREMENTS A. Within 10 days after Effective Date of Agreement, Contractor shall prepare and submit to Engineer estimated construction progress schedules for the Work, with sub schedules of related activities which are essential to its progress. B. Submit to Owner not less than 10 days prior to beginning Work, a “Detailed Work Plan” for each phase of the project. Detailed Work Plans shall include a Traffic Control Plan, Demolition/Deconstruction plan, backfill/site restoration plan, and miscellaneous other improvements affecting the DDA’s interests. Schedule review meeting with Owner. C. Submit revised progress schedules with each pay application. D. Owner may require Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during construction period. 1.4 FORMAT A. General schedule format: Conform to ©Primavera, P6 critical path method (CPM) scheduling format or approved equal: 1. Base schedule on work days and regular working hours, Monday through Friday 8:00 A.M. to 5:00 P.M. 2. Minimum sheet size: 8 1/2" by 11" TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 32 13 - 2 Ditesco 3. Color format B. Row (Listings)—Show: 1. Project Title 2. Major areas of construction 3. Construction activities within major areas of construction 4. Provide a separate bar for each construction activity (i.e. each floor or deconstructed area). Bars to be annotated with activity description 5. Critical path activities to be clearly identified by color and lines 6. List in chronological order by start date each major area of construction and then by each construction activity within its respective area of construction 7. Show project start date, finish date, data date, run date, and revision table 8. Contract milestone dates 9. Legend C. Column (Headings)—Show: 1. Activity ID: Define by number corresponding to major specification sections 2. Activity Description 3. Percent Complete 4. Original Duration 5. Remaining Duration 6. Total Float 7. Early Start 8. Early Finish 9. Time Scale: Identify first day of each week. Allow space for notations. 10. Data date line 1.5 CONTENT A. Construction progress schedule—Show: 1. Complete sequence of construction by activity for full length of Contract time. 2. Major areas of construction to include, at a minimum, each separate stage of Work B. Submittals schedule for shop drawings and product data—Show: 1. The dates for Contractor's submittals 2. The dates accepted submittals will be required from Engineer. Extensions of time for delays in submittal approval shall only be allowed as provided in Section 01 33 00 C. Products delivery schedule—Show delivery dates for: 1. All major material deliveries 1.6 PROGRESS REVISIONS A. Progress schedules are to be representative of actual construction progress and sequencing of activities. Schedules that do not accurately represent construction progress will be rejected. B. Indicate progress of each activity as of data date. C. Show changes occurring since previous submission of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes D. Provide narrative report as needed to define: TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 32 13 PROJECT SCHEDULES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 32 13 - 3 Ditesco 1. Problem areas, anticipated delays, and impact on schedule 2. Corrective action recommended, and its effect 3. Effect on changes on schedules of other prime contractors 1.7 SUBMITTALS A. Submit initial schedules within 10 days after award of Contract: 1. Engineer will review schedules and return review copy within 10 days after receipt 2. If required, resubmit within 7 days after return of review copy B. Submit revised progress schedules with each Application for Payment. C. At each submission submit the number of opaque reproductions which the Contractor requires, plus 3 copies which will be distributed by Engineer. Do not submit fewer than 5 copies 1.8 DISTRIBUTION A. Engineer will distribute copies of accepted schedules to: 1. One copy to Owner 2. One copy to Resident Project Representative 3. One copy to be retained in Engineer's file 4. One copy to Contractor to be kept on file at job site 5. Remainder to Contractor for his distribution B. Schedule recipients will report promptly to Engineer and Contractor, in writing, any problems anticipated by projections shown in schedules PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 1 Ditesco SECTION 01 33 00 – SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise 1.2 RELATED SECTIONS A. Section 01 33 00—Construction Schedules B. Section 01 77 00—Close Out Procedures C. Sections for Divisions 1 through 48—Required Submittals 1.3 SUBMITTALS A. Shop Drawings—Drawings shall be presented in a clear and thorough manner: 1. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings 2. Identify equipment by reference to equipment name and tag number shown on Contract Drawings 3. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices 4. Minimum sheet size: 81/2" by 11" 5. Fabrication drawing size: 11" by 17" or 24" by 36" B. Product Data—Preparation: 1. Clearly mark each copy to identify pertinent products or models submitted for review 2. Identify equipment by reference to equipment name and tag number 3. Catalog cut sheets: Cross-out or delete irrelevant data 4. Show performance characteristics and capacities 5. Show dimensions and clearances required for installation and maintenance 6. Show wiring or piping diagrams and controls 7. Show external connections, anchorages, and supports required C. "Certificate of Compliance": 1. Provided by manufacturer or supplier in lieu of submittal data required 2. Certifies that product data or item identified in certificate is in total compliance with Contract Document requirements 3. Specifically identifies project name and that there is no deviation from Contract Documents 4. Identify equipment by reference to equipment name and tag number 5. Identify limits of equipment, materials or work provided 6. Provide for specific product data or item only as indicated herein D. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed Shop Drawings and Product Data will be needed. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 2 Ditesco 1.4 CONTRACTOR RESPONSIBILITIES A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission. B. Approve and stamp each submission before submitting. C. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance with specifications D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted E. Verify that each item and the submittal for it conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto. F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or in the work of any other Contractor. G. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract Document requirements: 1. Identify and tabulate all deviations in transmittal letter 2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation 1.5 SUBMISSION REQUIREMENTS A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery B. In scheduling, allow a minimum of 14 calendar days for review by Engineer following receipt of submission in Engineer's office: 1. Time required to mail submissions or resubmissions is not considered a part of the review period C. Consecutively number all submissions: 1. Assign a unique number to include all shop drawings, product data and other information required for individual specification sections 2. Each specification section may still have more than one submittal number for later submissions (i.e., Preliminary O&M Manuals, Final O&M Manuals, etc.) D. Number of Submittals Required: 1. Shop Drawings and Product Data: Submit a maximum of 2 copies for Contractor's use, plus a maximum of 3 copies which will be distributed by Engineer when approved. Do not submit more than 5 copies. E. Accompany each submission with a letter of transmittal showing all information required for identification and checking. Submittals shall contain: TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 3 Ditesco 1. Submittal number 2. Date of submission and dates of any previous submissions 3. Project title and number 4. Owner Contract identification number if applicable 5. The names of a. Contractor b. Supplier c. Manufacturer 6. Identification of the product, with the specification section number 7. Field dimensions, clearly identified as such 8. Relation to adjacent or critical features of the Work or materials 9. Applicable standards, such as ASTM or Federal Specification numbers 10. Identification of deviations from Contract Documents 11. Identification of revisions on resubmissions 12. An 8" by 4" blank space for Contractor's and Engineer's stamps 13. Stamp cover sheet of each submittal as identified in letter of transmittal 14. Contractor's stamp: Initialed or signed, certifying review and approval of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. Use stamp to include wording similar to the following: This submittal has been reviewed by [name of contractor] and approved with respect to the means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incidental thereto. [Name of contractor] also warrants that this submittal complies with contract documents and comprises no deviations thereto: Section No: Submittal No: Date: by: F. Submittal Log: 1. Maintain an accurate submittal log for duration of the Work showing current status of all submissions 2. Show submittal number, section number, section title, submittal description dates and disposition of submittal 3. Make submittal log available to Engineer for Engineer's review upon request G. Unless specified otherwise, make submissions in groups to facilitate efficient review and approval: 1. Include all associated items from individual specification sections to assure that all information is available for checking each item when it is received 2. Submit a complete initial submittal including all components when an item consists of components from several sources 3. Partial submittals may be rejected as not complying with provisions of the Contract 4. Engineer will not be held liable for delays due to poorly organized or incomplete submissions 5. Do not include items from more than one specification section for any one submittal number H. Contractor may require subcontractors to provide drawings, setting diagrams and similar information to help coordinate the Work, but such data shall remain between Contractor and his TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 4 Ditesco subcontractors and will not be reviewed by Engineer unless specifically called for within the Contract Documents. 1.6 DISPOSITION OF SHOP DRAWINGS AND PRODUCT DATA A. "Approved As Submitted": Approved with No Exceptions Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers, or subcontractors 5. No corrections or comments noted on submittal or in transmittal letter 6. Issues or miscellaneous comments pertaining to other related items of the Work may be included in transmittal letter 7. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One copy sent to Owner 2. One copy sent to Resident Project Representative 3. One copy retained in Engineer's file 4. Remaining copies returned to Contractor for his use a. One copy to be kept on file at Contractor's office at job site b. Remaining copies for Contractor's office file, suppliers or subcontractors c. Copies of submittal data in operation and maintenance manuals to be revised according to corrections 5. Comply with corrections or comments as noted on submittal and in transmittal letter 6. Resubmission not required C. "Revise And Resubmit": Incorrect or Specific Information Still Required 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor for revision and re-submittal 4. Copy of transmittal letter sent to Owner. An "Approved As Submitted" or "Exceptions Noted" submittal will be forwarded to Owner upon resubmission and review per above disposition requirements. 5. Submittal is either: incorrectly annotated; specific comments need to be addressed and incorporated in re-submittal; and/or additional information may be required as noted in transmittal letter. 6. Submitted information may not include or address specific item required per the specification as identified in transmittal letter. 7. Specific information related to identified item may be required for final approval of submittal. 8. Resubmission of entire submittal may be required or resubmission of specific item may be required as identified in transmittal letter. D. "Rejected": Returned for Correction 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. All remaining copies returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Contractor required to resubmit complete submittal package in accordance with Contract Documents 6. Submittal does not comply with provisions of Contract Documents as noted in transmittal letter TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 5 Ditesco 7. Resubmission required E. "Receipt Acknowledged": For Reference Purposes Only or for Record Copy 1. One copy sent to Resident Project Representative 2. One copy retained in Engineer's file 3. One copy returned to Contractor 4. Copy of transmittal letter sent to Owner 5. Remaining submittal copies destroyed 6. Detailed review and comment by Engineer not required 7. Resubmission not required 1.7 DISPOSITION OF SAMPLES A. "Approved As Submitted": Approved with No Exceptions Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Resubmission not required B. "Exceptions Noted": Approved with Corrections Noted 1. One sample sent to Owner 2. One sample sent to Resident Project Representative 3. One sample retained in Engineer's file 4. Acknowledgment: Copy of transmittal letter sent to Contractor 5. Work performed or products furnished to comply with exceptions noted in acknowledgment 6. Resubmission not required C. "Rejected": Returned for Correction 1. One sample retained in Engineer's file 2. Remaining samples sent to Contractor for re-submittal and compliance with the Contract Documents as noted in transmittal letter 3. Copy of transmittal letter sent to Owner 4. Resubmission required 1.8 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in submittals required by Engineer and resubmit until approved B. Transmit each resubmission under new letter of transmittal. Use number of original submittal followed directly by a capital letter corresponding to the number of times a submittal is resubmitted (i.e., 1, 1A, 1B, etc.) C. Shop Drawings and Product Data: 1. Revise initial drawings or data and resubmit as specified for the initial submittal 2. Indicate any changes which have been made other than those requested by Engineer D. Reimbursement of Resubmission Review Costs: 1. Review of first submittal and one re-submittal will be performed by Engineer at no cost to the Contractor 2. Costs for review of subsequent resubmissions will be directly paid by Contractor 3. Engineer will document work-hours required for review and costs for Engineer review will be deducted from payments due Contractor as Change Order deductions. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 6 Ditesco 4. Charges for review of resubmissions will include Engineer at a rate of $95 per hour and Admin at a rate of $55 per hour 1.9 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accord with approved submission schedule provided that each submittal has been called for by the Contract Documents and is stamped by Contractor as indicated above: 1. In the event that Engineer will require more than 7 calendar days to perform a submittal review as requested by Contractor, Engineer shall so notify Contractor or indicate so on the submission schedule. 2. No extensions of time are allowed due to Engineer’s delay in reviewing submittals unless all the following criteria are met: a. Engineer has failed to return submittal within 7 days of receipt of the submittal or receipt of said notice, whichever is later b. Contractor demonstrates that delay in progress of the Work was directly attributable to Engineer’s failure to return submittal within 7 days. 3. No extensions of time are allowed due to delays in progress of the Work caused by rejection and subsequent resubmission of data, including multiple resubmissions. B. Review drawings and data submitted only for general conformity with Contract Documents: 1. Engineer’s review of drawings and data returned marked “Approved As Submitted” or “Exceptions Noted” does not indicate a thorough review of all dimensions, quantities, and details of material, equipment device or items shown 2. Engineer’s review does not relieve Contractor of responsibility for errors, omissions or deviations nor responsibility for compliance with the Contract Documents 3. Engineer’s review shall not extend to means, methods, techniques, sequences, operations of construction, and safety precautions and programs incidental thereto. No information regarding these items will be reviewed whether or not included in submittals. C. Assume that no shop drawing or related submittal comprises a deviation to the Contract Documents unless Contractor advises Engineer otherwise in writing which is acknowledged by Engineer in writing: 1. Consider and review only those deviations from the Contract Documents clearly identified as such in submittal and tabulated in the Letter of Transmittal. D. Return submittals to Contractor for distribution or for resubmission E. Transmit, unreviewed, to Contractor all copies of submittals received directly from suppliers, manufacturers and subcontractors F. Transmit, unreviewed, to Contractor all copies of submittals not called for by the Contract Documents or which have not been approved by Contractor G. Engineer will not review uncalled-for shop drawings or product data except by special arrangement H. Affix stamp and indicate approval for submittal or resubmission requirements with the following stamp: TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 33 00 SUBMITTAL PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 33 00 - 7 Ditesco Approved As Submitted Exceptions Noted Revise And Resubmit Rejected This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Modifications or comments made on the shop drawings and product data during this review do not relieve contractor from responsibility for compliance with the requirements of the plans and specifications. Approval of a specific item does not include approval of the assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work of all trades; and for performing all work in a safe and satisfactory manner. Ditesco, LLC Date By 1.10 SUBMITTAL SCHEDULE A. Unless indicated otherwise, provide all submittals required by individual sections of the Contract Documents to establish compliance with the specified requirements B. Contractor may provide “Certificate of Compliance” in lieu of product data submittal as required above for the following sections: SECTION NUMBER SECTION TITLE PRODUCT DATA OR ITEM NONE NONE NONE PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 52 00 TEMPORARY CONSTRUCTION FACILITIES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 52 00 - 1 Ditesco SECTION 01 52 00 – TEMPORARY CONSTRUCTION FACILITIES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heating, ventilating, telephone service, water and sanitary facilities B. Construction Facilities: Access roads, parking, progress cleaning, project signage, storage and temporary buildings C. Tree Protection: Tree protection and regulations. 1.2 GENERAL REQUIREMENTS A. Contractor shall submit a plan in accordance with Section 01 33 00 detailing the location(s) of all staging, laydown and/or construction facilities required for completion of Work within this Contract. Project sign shall be provided by the Contractor, with prior approval by the Owner. B. Furnish, install and maintain all temporary utilities to assure continuous service except as allowed herein, and remove on completion of Work. Modify and extend systems as work progress requires. C. Furnish, install and maintain all construction aids required for the Work, except as allowed herein, and remove on completion of the Work. D. Furnish, install and maintain opaque fences and barriers as required for protection of the public, property and the Work. E. Contractor shall limit his use of existing roadways and parking lots to only that which are required for completion of Work within this Contract. Adjacent parking lots, sidewalks, alleys shall be protected to prevent damage with all practical means. F. Clean and repair damage caused by temporary installations or use of temporary facilities. 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies 1. Comply with applicable Federal and State rules and regulations, local codes and ordinances. 2. Comply with utility company requirements. 3. Contractor shall notify Owner to obtain inspections of Work and to request service outages (if applicable). 1.4 TEMPORARY ELECTRICITY A. Contractor shall arrange for and pay all costs associated with power service as required for completion of Work and pay all costs for energy used. The Elks Lodge building currently does not have power to the site. The meter has been removed. 1.5 TEMPORARY LIGHTING A. Provide and maintain incandescent lighting for construction operations. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 52 00 TEMPORARY CONSTRUCTION FACILITIES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 52 00 - 2 Ditesco B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. C. Maintain lighting and provide routine repairs. D. Security lighting shall be provided by the Contractor for all staging areas occupied for this jobsite. The security lighting shall operate from sunset to sunrise and provide a minimum of 0.5 foot- candle coverage for the entire construction site and staging area. Contractor is liable for any theft or loss of equipment or materials. 1.6 TEMPORARY HEATING A. Provide and pay for all temporary heat as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions of the installation of materials and to protect materials and finishes from damage due to temperature or humidity. B. Portable heaters shall be standard approved units complete with controls. C. Pay all costs of installation, maintenance, operation and removal and for fuel consumed. D. Maintain minimum ambient temperature of 50ºF in areas where construction is in progress, unless indicated otherwise in specifications (as applicable). E. Provide temporary heating for all subcontractors as required. 1.7 TEMPORARY VENTILATING A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Provide and pay for temporary ventilation equipment as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials and to protect materials and finishes from damage due to temp or humidity. C. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. D. Portable ventilators shall be standard approved units complete with controls. E. Pay all costs of installation, maintenance, operation and removal and for power consumed. 1.8 TELEPHONE SERVICE A. Provide, maintain and pay for all telephone service as required for completion of Work. 1.9 TEMPORARY WATER SERVICE A. Provide all drinking water required by construction personnel. Pay all costs. Provide water necessary to maintain damp demolition site as needed to eliminate spark or explosion potential. Procure water meter set with integral backflow prevention system from the City of Fort Collins Utilities. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 52 00 TEMPORARY CONSTRUCTION FACILITIES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 52 00 - 3 Ditesco 1.10 TEMPORARY SANITARY FACILITIES A. Contractor shall provide his/her own sanitary facilities. The Contractor shall not use the bathroom facilities located in the Remington Street parking lot. These shall be specified for public use only. 1.11 WATER CONTROL A. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. Protect site and staging area from storm events. 1.12 EROSION AND SEDIMENT CONTROL A. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. B. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. C. Construct temporary drainage swales with staked straw bale barriers to control drainage patterns and minimize erosion. D. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. Maintain as necessary and as directed by the Engineer to filter storm waters. 1.13 PROTECTION OF INSTALLED WORK AND PROPERTY A. Protect installed Work and provide special protection as required to protect Owners facilities as required or where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. Provide 6-foot tall opaque enclosure fence around all work areas. Reference Section 01 55 26. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished driving surfaces, floors, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Prohibit traffic from landscaped or sodded areas. F. Protect adjacent buildings and infrastructure from debris generated during the deconstruction or demolition process. Provide protection to match height of building to be demolished. Submit protection work plan under Section 01 33 00. 1.14 SECURITY A. Provide security and facilities to protect Work from unauthorized entry, vandalism, or theft. 1.15 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 52 00 TEMPORARY CONSTRUCTION FACILITIES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 52 00 - 4 Ditesco B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off-site in accordance with local and state regulations 1.16 TREE PROTECTION A. Protect all trees adjacent to project site. Provide trunk wrap to protect tree bark/surface. Provide concrete blanket or equal to protect tree from damage. Erect orange safety fence at drip line to avoid damage to roots and low branches. Eliminate any equipment or construction operations to enter this area. B. If roots are encountered during jobsite excavation, contact the City Forester to evaluate the ability and procedures for roots to be trimmed or cut – no exceptions. C. Pay all damages associated with tree restoration as required by the City Forester. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 55 26 - 1 Ditesco SECTION 01 55 26 – TRAFFIC CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Regulatory Requirements C. Construction Worker Parking and Parking Control D. Flagmen E. Flares and Lights F. Haul Routes G. Roadway Usage Between Operations H. Traffic Signs and Signals I. Barricades J. Barriers K. Removal 1.2 RELATED SECTIONS A. Section 01 11 00—Summary of Work B. Section 01 33 00 – Submittal Procedures C. Section 01 52 00—Temporary Construction Facilities 1.3 GENERAL REQUIREMENTS A. Unless otherwise authorized, keep access to the Remington Parking Lot available at all times including access from Oak Street and Remington Street. B. Provide limited traffic closures for the Montezuma Fuller Alley, sign and protect according to MUTCD and City of Fort Collins Traffic Dept requirements. 1.4 REGULATORY REQUIREMENTS A. Conformance: "Manual on Uniform Traffic Control Devices," U.S. Department of Transportation, or applicable statutory requirements of authority having jurisdiction. B. The Contractor shall submit a Method of Handling Traffic (MHT) prepared by a certified Traffic Control Supervisor (TCS) to City Traffic Dept and Engineer for approval prior to proceeding with any phases of the work. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 55 26 - 2 Ditesco 1.5 CONSTRUCTION WORKERS PARKING A. Contractor’s worker vehicles are limited to be located internal to the designated staging area. All other parking for Contractor’s workers shall be procured by the Contractor from the City of Fort Collins. 1.6 CONSTRUCTION PARKING CONTROL A. Contractor is responsible to control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. Contractor shall be responsible for any and all parking tickets received due to his operations unless they are issued inside the Contractor’s work zone or designated staging area. 1.7 FLAGMEN A. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on parking or traffic lanes. 1.8 FLARES AND LIGHTS A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 1.9 HAUL ROUTES A. Coordinate with the Owner and Engineer to establish public thoroughfares to be used for haul routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 1.10 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, make open, passable, and maintain to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and the Owner. 1.11 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. B. Install and operate traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor's control, and areas affected by Contractor's operations. C. Relocate as Work progresses, to maintain effective traffic control. D. Protect all roadways by effective barricades on which are placed warning signs. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 55 26 - 3 Ditesco 1.12 BARRICADES A. Contractor shall completely enclose operations with barricades at all times when site is encumbered by open trenches, other excavations or other obstructions. B. Barricades shall be a minimum of six (6) feet high opaque chain link fence weighted or adequately secured at the base as to prevent easy removal or relocation. Barricades shall only allow one ingress/egress gate. Contractor shall be responsible for monitoring of the gate to prevent access into his operations. Equip gates with locks. C. Provide additional fencing as required to protect stored materials and products and to insure public safety. D. Provide Owner and Engineer two (2) keys to lock(s). E. Contractor shall be responsible for depicting location of barricades as defined in Section 01 52 00 – Temporary Construction Facilities. This shall be further required under Section 01 33 00 when submitting “Detailed Work Plans”. F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. 1.13 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide suitable barriers as required for public protection. C. Protect non-owned vehicular traffic, stored materials, site and structures from damage. D. Install facilities of a neat and reasonable uniform appearance, structurally adequate for the required purposes. E. Contractor shall be responsible for depicting location of barricades as defined in Section 01 52 00 – Temporary Construction Facilities. F. Illuminate by means of warning lights all barricades and obstructions form sunset to sunrise. G. Relocate barriers as required by progress of construction. H. Completely remove barriers, including foundations, when construction has progressed to the point that they are no longer needed. I. Clean and repair damage caused by installation, fill and grade the areas of the site to required elevations and slopes and clean the area. 1.14 REMOVAL A. Remove equipment and devices when no longer required B. Repair damage caused by installation C. Remove post settings to a depth of 2 feet TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 55 26 TRAFFIC CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 55 26 - 4 Ditesco PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 57 13 - 1 Ditesco SECTION 01 57 13 – TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Furnish, install, and maintain erosion and sedimentation control materials and procedures. Remove upon completion of work. B. Design an erosion and sediment control plan in accordance with specified standards. Monitor compliance as required by applicable standards 1.2 GENERAL REQUIREMENTS A. Contractor shall submit an erosion and sediment control plan in accordance with Section 01 33 00. 1.3 EROSION AND SEDIMENT CONTROL A. Erosion and Sediment Control Plan: Prior to the start of work, the Contractor shall submit a Storm Water Management Plan (SWMP). The SWMP plan shall contain the following required information: 1. Name of Contractor's personnel responsible for managing the SWMP plan. 2. Analysis of the erosion and sediment controls needed for the Project, including extent of controls, appropriate methods and construction phasing or sequencing of work. B. The SWMP shall be designed in conformance with the U. S. Environmental Protection Agency (EPA) Document No. EPA 832/R-92-005 (September 1992 or latest version), Storm Water Management for Construction Activities, Chapter 3, or local erosion and sedimentation control standards and codes, whichever is more stringent. The plan shall meet the following objectives: 1. Prevent loss of soil during deconstruction by stormwater runoff and/or wind erosion, including protecting topsoil by stockpiling for reuse. 2. Prevent sedimentation of storm sewer or receiving streams. 3. Prevent polluting the air with dust and particulate matter. C. The SWMP should include the following information: 1. Statement of erosion control and stormwater control objectives. 2. Comparison of post-development stormwater runoff conditions with pre-development conditions. 3. Description of all temporary and permanent erosion control and stormwater control measures implemented on the project site. 4. Description of the type and frequency of maintenance activities required for the chosen erosion control methods. D. Contractor shall submit copies of the SWMP for review by the Engineer. Contractor shall make requested revisions and complete the approved SWMP. E. Install sediment control/silt fencing at site perimeter where necessary to prevent erosion and sedimentation from occurring off site. F. During and after site grading, maintain a roughened surface on all disturbed areas to minimize erosion potential. G. Construct temporary drainage swales with staked straw bale barriers to control drainage patterns and minimize erosion. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 57 13 - 2 Ditesco H. Provide gravel & wire or staked hay bale sediment traps at culvert inlets to prevent siltation. 1.4 EROSION AND SEDIMENT CONTROL IMPLEMENTATION A. Distribution: Contractor shall distribute copies of the approved SWMP to the Superintendent, each affected Subcontractor, Owner and Engineer. One copy shall be posted at the jobsite at all times. B. Instruction: Contractor shall provide onsite instruction of appropriate erosion and sediment control measures to be implemented and maintained at appropriate stages of the work. C. Erosion and Sediment Control Plan Compliance: Contractor shall implement, maintain and monitor compliance with the approved SWMP. 1. Protect areas prone to erosion from construction activities and implement a soil stabilization plan in susceptible areas D. Conditions in the field may warrant erosion control measures in addition to what is specified herein. The Contractor shall implement whatever measures are determined necessary, as directed by the Owner or Engineer. 1.5 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air-borne dust generated by the construction activities of this project from affecting either the Owner’s use of this site or neighboring properties. Damage to adjacent properties through Contractor’s neglect of preventing air borne dust shall be paid for by the Contractor. B. Maintain damp jobsite at all times during demolition/deconstruction. 1.6 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from remote spaces prior to enclosing the space. C. Remove waste materials, debris, and rubbish from site not less than weekly and dispose off-site in accordance with local and state regulations PART 2 - PRODUCTS 2.1 MATERIALS A. Erosion and Sediment Control Materials: Refer to specific silt fence and other required materials. B. Straw Bales: Not allowed. C. Wattles: 8" diameter machine-produced tube filled with compacted rice straw in seamless flexible netting material, creating a densely filled fiber log D. Bedding material used shall be equivalent to Colorado Division of Highways Class A filter material. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 57 13 - 3 Ditesco PART 3 - EXECUTION 3.1 PREPARATION A. No earth-disturbing activity outside the limits designated on the plans is permitted. B. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All other required erosion control measures shall be installed at the appropriate time in the deconstruction sequence as indicated in the approved SWMP, deconstruction drawings and erosion control report. C. At all times during construction, the Contractor shall be responsible for preventing and controlling onsite erosion including keeping the property sufficiently watered so as to minimize windblown sediment. The Contractor shall also be responsible for installing and maintaining all erosion control and mitigation facilities D. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the areas required for immediate deconstruction/demolition operations, and for the shortest practical period of time 3.2 EXECUTION A. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation or other permanent erosion control best management practices are installed. B. In order to minimize erosion potential, all temporary (structural) erosion control measures shall 1. Be inspected at a minimum of once after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. 2. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the Owner and Engineer. 3. Be removed after the site has been sufficiently stabilized as determined by the Owner and Engineer. C. No soil stockpile shall exceed 10' in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering and perimeter silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. D. Silt Fence: Set stakes, construct 4" wide x 4" deep trench upslope of stakes, install fabric to bottom of trench, backfill and compact excavated trench. E. Wattle Sediment Barrier: Wattle sediment barriers will be installed after the initial grading of the site (in swales) and after the installation of storm pipes and inlets. Install wattles with ends tightly abutted. Stake each wattle into the ground with two (2) wooden stakes. F. All soils exposed and disturbed on the Elks Lodge site shall be seeded and stabilized. This shall be achieved through broadcast seeding, straw crimp or hydromulch with tacifier. The seed shall be of a dryland type submitted by the Contractor. The Contractor shall include this work in the base bid. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 73 29 CUTTING AND PATCHING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 73 29 - 1 Ditesco SECTION 01 73 29 – CUTTING AND PATCHING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Demolition and removal of concrete and asphaltic paving, sidewalk, fencing, vegetation, trees and other work as required herein for a complete and functional project as indicated on the drawings and as specified in this section. 1.2 RELATED SECTIONS A. Section 01 52 00—Temporary Construction Facilities: Barricades, fences and landscape protection. Dust control. 1.3 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Shop Drawings: Indicate demolition, removal sequence, and location of salvageable items. 1.4 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01 33 00 B. Accurately record actual locations of subsurface obstructions. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable State and local codes for demolition of structures, safety of adjacent structures, dust control, and disposal. B. Obtain required permits from authorities. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct roadways, sidewalks, or hydrants without written permission from Owner. E. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. 1.6 SEQUENCING A. Sequence work under the provisions of Section 01 32 13. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 73 29 CUTTING AND PATCHING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 73 29 - 2 Ditesco 1.7 SCHEDULING A. Schedule work under the provisions of Sections 01 32 13. B. Provide detailed descriptions for demolition and removal procedures. 1.8 CUTTING AND PATCHING A. Contractor shall be responsible for all cutting, fitting, and patching, including attendant excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly 2. Uncover portions of the Work to provide for installation of ill-timed work 3. Remove and replace defective work 4. Remove and replace work not conforming to requirements of Contract Documents 5. Remove samples of installed work as specified for testing B. Provide products as specified or as required to complete cutting and patching operations. C. Inspection: 1. Inspect existing conditions of the Project, including elements subject to damage or to movement during cutting and patching. 2. After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. 3. Report unsatisfactory or questionable conditions to the Engineer in writing; do not proceed with the work until the Engineer has provided further instructions. D. Preparation: 1. Provide adequate temporary support as necessary to assure the structural value of integrity of the affected portion of the Work. 2. Provide devices and methods to protect other portions of the Project from damage. 3. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 4. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. 5. Restore work which has been cut or removed; install new products to provide completed Work in accord with requirements of Contract Documents. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.1 INSPECTION A. Verify areas to be demolished are unoccupied and discontinued in use. B. Do not commence work until conditions are acceptable to Engineer. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 73 29 CUTTING AND PATCHING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 73 29 - 3 Ditesco 3.2 PREPARATION A. Provide, erect, and maintain temporary barriers, enclosures, security fences and shoring at demolition/deconstruction locations in accordance with Section 01 52 00 to protect personnel. B. Protect existing structures and utility services designated not to be demolished. C. Provide temporary wiring and connections to maintain existing telephone, electrical, instrumentation and control systems in service during construction (as necessary). D. Protect trees and plants from damage. Erect temporary tree enclosures (fence) as necessary to limit equipment contact with branches or trunks. Reference Section 01 52 00. E. Mark location of existing utilities. Comply with Utility Notification Center of Colorado Requirements. 3.3 GENERAL REQUIREMENTS A. Conduct demolition to minimize interference with adjacent structures. B. Conduct operations with minimum interference to Owner access. Maintain protected egress and access at all times. C. Sprinkle Work with water to minimize dust at all times. Provide hoses and water connections for this purpose. D. Do not use water to extent causing flooding, contaminated runoff, or icing. E. Break concrete and masonry into sections less than 3 feet in any dimension to facilitate safe removal, deconstruction and reuse. F. Prevent damage to adjacent structures. In the event damage occurs, repair and incur all costs to provide equal or better conditions to that witnessed prior to damage. G. Protect walls or adjacent structures exposed to demolition work. 3.4 DISPOSAL A. Remove demolition and/or deconstruction materials at regular intervals but no longer than weekly. B. Do not burn materials on-site. C. Transport demolition debris to disposal area; reuse materials to salvage vendors or designated storage site. 3.5 SITE DEMOLITION A. Disconnect, remove, cap and identify designated utilities within demolition area. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 73 29 CUTTING AND PATCHING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 73 29 - 4 Ditesco B. Remove foundation walls and footings to a minimum of three feet below finished grade. Demolish portions of basement floor slab to allow surface drainage from site as directed by the Engineer. C. Remove asphalt paving, curb, gutter, sidewalk and other concrete slabs to facilitate construction. D. Backfill areas excavated caused as a result of demolition, in accordance with Section 31 23 00. E. Rough grade and compact areas affected by demolition to maintain existing site grades and contours. F. Leave site in clean condition. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 74 00 CLEANING AND WASTE MANAGEMENT ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 74 00 - 1 Ditesco SECTION 01 74 00 – CLEANING AND WASTE MANAGEMENT PART 1 - GENERAL 1.1 REQUIREMENTS The Owner has established that this project will divert waste and will recycle or salvage at least 70% or greater by volume of deconstruction/demolition and land clearing waste. The Contractor shall develop and implement a Construction Waste Management (CWM) plan that identifies proposed deconstruction and salvage opportunities, reduces waste and recommends recycling activities, identifies licensed haulers and processors of recycled materials, names materials subject to salvage and identifies organizations that accept salvaged materials. The Contractor shall train all site workers on the CWM plan process and requirements. A. Administrative and procedural requirements for the following: 1. Recycling non-hazardous demolition and construction waste 2. Disposing of non-hazardous demolition and construction waste 1.2 RELATED SECTIONS A. Section 01 11 00 – Summary of Work B. Section 01 52 00—Temporary Construction Facilities C. Section 01 73 29 – Cutting and Patching D. Section 31 23 00—Earthwork and Trenching 1.3 SUBMITTALS A. Submit under provisions of Section 01 33 00. B. Create Submittal for Waste Management Plan: Submit one (1) electronic plan a minimum of five (5) days prior to date established for commencement of the work. C. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit one (1) electronic copy of report, including the following information: 1. Material category 2. Total quantity of waste in tons, cubic yards, or other satisfactory and approved standard of measure 3. Total quantity of waste recovered (salvage, reused or recycled) in tons, cubic yards or other satisfactory and approved standard of measure 4. Total quantity of waste recovered as a percentage of total waste D. Waste Reduction Calculations: Before request for Substantial Completion, submit one (1) electronic copy of calculated end-of-project rates for salvage, recycling and disposal as a percentage of total waste generated by the work E. Records of Donations: Indicate receipt and acceptance of salvageable or reusable waste donated to individuals and organizations. Indicate whether organization is tax exempt. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 74 00 CLEANING AND WASTE MANAGEMENT ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 74 00 - 2 Ditesco F. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, volume calculations, receipts and invoices G. Landfill Disposal Records: Indicate receipt and acceptance of waste by landfills facilities licensed to accept them. Include manifests, volume calculations, weight tickets, receipts and invoices. H. Final Report: Contractor shall submit final report after all waste materials have been removed or reused on site and final cleaning has taken place. The report shall include information from the Waste Reduction Progress Reports and shall result in a total waste recovered (salvaged, reused or recycled) matching the goal established above (i.e. 80% waste reduction) or an amount greater achieved through creative reuse and recycling activities. 1.4 WASTE MANAGEMENT PLAN A. Waste Management Plan: Prior to the start of work, the Contractor shall submit a draft Construction Waste Management (CWM) plan to Owner and Engineer for review. The CWM plan shall contain the following required information: 1. Name of Contractor's personnel responsible for managing the CWM plan. 2. Analysis of the proposed jobsite waste to be generated, including types and approximate quantities or percentages. Offer options to reduce the waste generated. Offer options to reduce waste that must be disposed of in a hazardous waste facility. 3. Landfill Options: Name of the landfill(s) where trash will be disposed of, the applicable landfill tipping fees, and the projected cost of disposing of all construction waste in the landfill(s). B. Alternatives to Land-filling: A list of each material proposed to be salvaged, reused or recycled during the course of the Project and the estimated net cost savings or additional costs resulting from separating and recycling, reusing or salvaging (versus land-filling) each material. "Net" means that the following have been subtracted from the cost of separation and recycling: 1. Revenue from the sale of recycled or salvaged materials. All revenue from the sale of recycled or salvaged materials belongs to the Owner; and 2. Landfill tipping fees saved due to diversion of materials from the landfill. The list of these materials shall include, at a minimum, the following materials: a. Concrete b. Asphalt c. Wood, including dimensional, unpainted wood, plywood, OSB and particleboard d. Ferrous materials e. Non-ferrous materials, including copper, brass and aluminum f. Glass g. Brick h. Concrete masonry units (CMU) i. Gypsum wallboard products C. Material Handling Procedures: Describe the means by which any materials identified above will be protected from contamination and describe the means to be employed in recycling the materials (separation requirements, containers, etc.) D. Transportation: Describe the means of transportation of the recyclable materials, such as whether materials will be site-separated by the Contractor, hauled by the Contractor or specialty recycling firm, or collected by the designated facility. E. Site Disposal: Burial or other disposal of material on site is prohibited. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 74 00 CLEANING AND WASTE MANAGEMENT ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 74 00 - 3 Ditesco F. Contractor shall submit copies of the CWM plan for review by the Owner and Engineer. Allow at least (5) days for review. Contractor shall promptly make requested revisions and complete the approved CWM plan. G. Quantity of Draft Plan: Two (2) electronic copies. Paper copies provided if requested. 1.5 WASTE MANAGEMENT IMPLEMENTATION A. Distribution: Contractor shall distribute copies of the approved CWM plan to the Superintendent, each Subcontractor, the Owner and Engineer. One copy shall be posted at the jobsite at all times. B. Instruction: Contractor shall provide on-site instruction of appropriate separation, handling and recycling, salvage, reuse and return methods to be used by all parties at the appropriate stages of the work. C. Separation Facilities: Contractor shall lay out and label a specific area to facilitate separations of materials for potential recycling, salvage, reuse and return. Recycling and waste bin areas are to be kept neat and clean, and clearly marked in order to avoid contamination of materials. D. Offsite Storage: Contractor will take Owner designated materials to an offsite storage area located on Vine Drive east of College Ave. E. Hazardous Wastes: Hazardous wastes shall be separated, stored and disposed of according to local regulations. Refer to Appendix D for Abatement Report. F. Application for Progress Payments: Contractor shall submit with each Application for Progress Payment a summary of waste generated by the Project. The summary shall contain the following information. 1. Amount (in cubic yards) of material land-filled from the Project, the identity of the landfill, the total amount of tipping fees paid and the total disposal cost. 2. Amount (in cubic yards) of each material recycled, reused on the jobsite, salvaged or returned. Include the transportation cost, the amount of money paid or received for the recycled or salvaged material and the net total cost or savings of recycled or salvaged materials. F. Final Report: Contractor shall submit a final report when all waste material has been removed returned. Include the transportation cost, the amount of money paid or received for the recycled or salvaged material and the net total cost or savings of recycled or salvaged materials. G. Salvage may include donation of the material to charitable organization if acceptable to the Owner. H. Minimum required construction waste diversion rate is 80% by volume of construction, demolition and land clearing debris/materials. 1.6 WASTE MANAGEMENT CONFERENCE A. Conduct conference at project site to comply with requirements in Section 01 31 12 and 01 31 19. Meeting shall include contractors affected by the Waste Management Plan. Review methods and procedures related to waste management including, but not limited to, the following: TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 74 00 CLEANING AND WASTE MANAGEMENT ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 74 00 - 4 Ditesco 1. Review and discuss waste management plan including responsibilities of Waste Management Coordinator. 2. Review requirements for documenting quantities of each type of waste and its disposition. 3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays. 4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities. 5. Review waste management requirements for each trade. 6. Review staging locations and salvage sites provided by vendors or the Owner. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.1 DECONSTRUCTION/DEMOLITION WASTE MANAGEMENT PLAN IMPLEMENTATION A. General: Contractor shall implement CWM plan as approved by the Owner and Engineer. Provide handling, containers, storage, signage, transportation and other items as required to implement waste management plan during the entire duration of the Contract. Also refer to Section 01 89 00. B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring and reporting status of waste management work plan. Submit work plan according to Section 01 33 00. C. Training: Train workers, subcontractors and suppliers on proper waste management procedures, as appropriate for the project 1. Distribute CWM plan to everyone concerned within three (3) days of submittal return 2. Distribute waste management plan to entities when they first begin work on site 3. Plan procedures and locations established for salvage, recycling and disposal B. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways and other adjacent occupied and used facilities 1. Designate and label specific areas on site necessary for separating materials that are to be salvaged, recycled, reused, donated and sold 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled or otherwise reused, remove waste materials from site and legally dispose of them as required by Section 01 73 29 and Section 01 89 00. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 77 00 CLOSEOUT PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 77 00 - 1 Ditesco SECTION 01 77 00 – CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Closeout procedures B. Final cleaning C. Contractor's closeout submittals D. Project record documents E. Substantial completion F. Final inspection G. Final application for payment 1.2 RELATED SECTIONS A. Construction Agreement B. General Conditions 1.3 CLOSEOUT PROCEDURES A. Comply with requirements stated in Conditions of the Contract and in specifications for administrative procedures in closing out the Work. B. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. C. Provide submittals to Engineer/Owner that are required by governing or other authorities. D. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site; sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.5 CONTRACTOR'S CLOSEOUT SUBMITTALS A. Project record documents B. Evidence of payment and waiver of claims/liens: As specified in the General and Supplementary Conditions. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 77 00 CLOSEOUT PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 77 00 - 2 Ditesco C. Final inspection reports by all regulatory agencies demonstrating the agencies' final approval. D. At Contract close-out, deliver Record Documents to Engineer for the Owner. E. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Reviewed shop drawings, product data, and samples 6. Field test reports 7. Construction photographs B. Store Record Documents and samples separate from documents used for construction. C. Record information concurrent with construction progress 1. Do not conceal any work until required information is recorded 2. Legibly mark to record actual construction D. Specifications and Addenda—Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name, product model, number, trade name and supplies 2. Product substitutions or alternates utilized 3. Changes made by Addenda, field order or change order E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish floor datum 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail 5. Details not on original Contract Drawings 6. Changes made by Field Order or by Change Order F. Submit documents to Engineer with claim for final Application for Payment. G. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes H. Make documents and samples available at all times for inspection by Engineer. I. Label each document "Project Record" in neat, large printed letters. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 77 00 CLOSEOUT PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 77 00 - 3 Ditesco 1.7 DELIVERY TO OWNER A. At or prior to the time of the inspection for substantial completion, deliver all required items to Engineer. 1. Contractor and representatives of Owner and Engineer shall inspect and inventory all items delivered. 1.8 SUBSTANTIAL COMPLETION A. Substantial Completion shall not be allowed until each and every component of the project has been completed and approved by Engineer. When Contractor considers the Work to be substantially complete, he shall submit to Engineer: 1. A written notice that the Work or designated portion thereof is substantially complete 2. A list of items to be completed or corrected a. Substantial Completion shall be defined as the entire Elks Lodge building removed, site backfilled and restored, all damaged infrastructure repaired. B. Within a reasonable time after receipt of such notice, Engineer will make an inspection to determine the status of completion. C. Should Engineer determine that the Work is not substantially complete: 1. Engineer will promptly notify the Contractor in writing, giving the reasons therefore 2. Contractor shall remedy the deficiencies in the Work and send a second written notice of substantial completion to Engineer. 3. Engineer will re-inspect the Work. D. When Engineer finds that the Work is substantially complete, he will: 1. Prepare and deliver to Owner a tentative Certificate of Substantial Completion with a tentative list of items to be completed or corrected before final payment. 2. After consideration of any objections made by the Owner as provided in Conditions of the Contract and when Engineer considers the Work substantially complete, he will execute and deliver to the Owner and the Contractor a definite Certificate of Substantial Completion with a revised tentative list of items to be completed or corrected. 1.9 FINAL INSPECTION A. When Contractor considers the Work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed 2. Work has been inspected for compliance with Contract Documents 3. Work has been completed in accordance with Contract Documents 4. Work is completed and ready for final inspection a. Final Completion shall be defined as all site work complete, clean up and demobilization complete, all salvageable materials delivered and inventoried; the site restored to finish grades and original condition. B. Engineer and Owner will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Engineer consider that the Work is incomplete or defective: 1. Engineer will promptly notify the Contractor in writing listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to Engineer that the Work is complete 3. Engineer will re-inspect the Work TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 77 00 CLOSEOUT PROCEDURES ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 01 77 00 - 4 Ditesco D. When the Engineer finds that the Work is acceptable under the Contract Documents, he shall request the Contractor to make final closeout submittals. 1.10 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the General Conditions of the Contract. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 89 00 WASTE REMOVAL/RECYCLING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Constuction June 21, 2012 01 89 00 - 1 Ditesco SECTION 01 89 00 – WASTE REMOVAL/RECYCLING PART 1 – GENERAL 1.1 REQUIREMENTS A. Furnish, maintain and service trash removal dumpsters and/or roll-offs. B. Furnish, maintain and service recycling containers for deconstructed materials, and/or waste products; recycled non-hazardous demolition and construction waste 1.2 RELATED SECTIONS A. General Conditions of the Contract B. Section 01 11 00, Summary of Work C. Section 01 74 00, Cleaning and Waste Management D. Section 02 41 19, Selective Demolition 1.3 DISPOSAL REQUIREMENTS. A. Conduct disposal operations to comply with applicable codes, ordinances, regulations and antipollution laws. B. Deconstruction waste management shall be provided in accordance with the approved deconstruction waste management plan specified in Section 01 74 00. C. Disposal of waste materials, debris and rubbish shall be at a commercially-operated recycling center, legal dumpsite or landfill. 1. Contractor shall be responsible for all dump fees and expensed associated with hauling materials to the landfill. PART 2 - PRODUCTS TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 01 89 00 WASTE REMOVAL/RECYCLING ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Constuction June 21, 2012 01 89 00 - 2 Ditesco 1.4 CONSTRUCTION REMOVAL CONTAINERS A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll-off dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient for the work. 1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being blown out. 2. Roll-offs shall not be required to be covered, but shall be serviced frequently enough to prevent debris from accumulating and being blown out. 3. Location of roll-offs and trash dumpsters shall be as arranged at the pre-construction conference. 1.02 RECYCLED MATERIALS CONTAINERS A. General: refer to Sections 01 11 00 and/or 01 74 00, for specified goal for construction waste diversion. B. Individual recycling containers shall be maintained as required to meet the contractor's construction waste management plan. general contractor shall be responsible for ensuring proper separation of recycled materials and delivery to acceptable recycling centers. C. The Contractor shall provide secure storage for all salvageable materials that have high recyclable value (copper pipe and wire). PART 3 – EXECUTION 1.01 RECYCLING DECONSTRUCTION AND DEMOLITION WASTE A. Recycling incentives: revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to the owner unless stipulated elsewhere in the specifications. B. Procedures: separate recyclable waste from other waste materials, trash, and debris. separate recyclable waste by type at project site to the maximum extent practical. 1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from project site. Include list of acceptable and unacceptable materials at each container and bin. 2. Inspect containers and bins for contamination and remove contaminated materials if found. 3. Remove recyclable waste off of owner's property and transport to recycling receiver or processor. 1.02 DISPOSAL OF WASTE AND RECYCLED MATERIALS A. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from deconstruction operations, as specified in Section 01 74 00. B. Maintain parking areas, access drives and city streets clean from mud and other debris. C. Remove recycling, waste materials, debris and rubbish from the site periodically and dispose of at legal commercial recycling centers, dump sites or landfills away from the site. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORIT DIVISION 02 – EXISTING CONDITIONS ELKS LODGE DECONSTRUCTION 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 02 41 00 - 1 Ditesco SECTION 02 41 00 – DEMOLITION PART 1 - GENERAL 1.1 WORK INCLUDED A. Furnish equipment and labor to dismantle/demolish and remove materials, equipment, fixtures, accessories and systems, including related utilities, to the Elks Lodge building identified in Appendix A. Demolition includes but is not limited to: 1. Demolition of entire building at 140 E. Oak Street as illustrated on the plans also know as: the “Elks Lodge.” All other buildings will remain. 2. Demolition of all existing bulk structure, plumbing, mechanical, and/or electrical, roofing systems. Work with all Utility entities to shut off, cap or terminate utility lines, and/or abandon in place as so directed by authorities having jurisdiction. Coordinate and pay for disconnecting, removing and capping any utility services encountered within areas of demolition. Notify the affected utility companies in advance and obtain approval prior to starting this work. Flag locations of disconnected services. Identify service lines and capping locations on Project Record Documents. 3. Demolition of existing site improvements, such as: complete building structure, fencing, concrete flatwork, pavements and landscaping as directed by Owner or Engineer. Repair and/or replace any concrete and pavement that are damaged by demolition work but are scheduled to remain after the work is completed. 4. Historical Artifacts – Before demolition operations begin, carefully remove in accordance with a list attached to this document in Appendix B and deliver these items to a location designated by the Owner. 5. To the greatest extent possible, protect all materials or equipment to be relocated and/or salvaged by the Owner. To the greatest extent, protect all buildings and hard surface structures to remain. 6. Hazardous Materials: Hazardous materials required to be removed prior to demolition have been removed. Any trace ACM remaining is non-friable and can be removed from the site in the general waste stream. Please see Appendix D. 1.2 RELATED SECTIONS A. Section 01 52 00 – Temporary Construction Facilities B. Section 01 73 29 – Cutting and Patching C. Section 01 74 00 - Cleaning and Waste Management D. Section 01 89 00 – Waste Removal Recycling E. Section 02 41 19 – Selective Demolition F. Section 02 42 12 – Deconstruction Equipment and Aids 1.3 REGULATORY REQUIREMENTS A. Contractor shall take all necessary care in demolition and/or any reconstruction on this project so as not to damage or destroy any buildings and features to remain on the Site. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORIT DIVISION 02 – EXISTING CONDITIONS ELKS LODGE DECONSTRUCTION 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 02 41 00 - 2 Ditesco B. Provide, erect and maintain barricades, lighting and guardrails as required by applicable regulatory requirements to protect construction workers and occupants of adjoining properties. C. Provide a safe-zone perimeter, including signs, fencing, and periodic patrol to protect both vehicular and pedestrian traffic around the project. D. Working hours – reference Section 01 32 13 E. Noise pollution – The Contractor shall limit noise during designated working hours to less than 80dB. Any variance from this specification shall be preapproved by the Owner and Engineer. 1.4 ACCESS TO BUILDING AND SITE A. Plan, schedule and conduct selective demolition work in a manner that will minimize the disruption of local merchants business activities and normal administration operations in adjoining buildings PART 2 - PRODUCTS 2.1 DEMOLITION A. General: Furnish labor, equipment and materials as required to complete demolition as described in this document. 2.2 SALVAGED MATERIALS A. General: Materials, fixtures and equipment to be removed from the demolished work may be salvaged by the Owner for reuse, or may be salvaged by the Contractor as indicated in Appendix B. B. Contractor shall salvage and deliver the items listed in Appendix B to a location as directed by the Owner. PART 3 - EXECUTION 3.1 PREPARATION A. General: Coordinate and execute demolition work in an orderly, neat and timely manner. B. Ensure that all utilities and services to remain in use have been adequately marked and protected and will be maintained during the course of this work. C. Ensure that structures have been adequately supported and braced during removal of any structural system or component. Consult with the Engineer as needed before commencing work. D. Provide adequate dust protection to prevent transmission of particulates from entering air handling equipment in adjoining buildings. The use of water may be required to keep air born TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORIT DIVISION 02 – EXISTING CONDITIONS ELKS LODGE DECONSTRUCTION 02 41 00 DEMOLITION ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 02 41 00 - 3 Ditesco particulates from leaving the specific site area. Cover and protect equipment and fixtures that cannot be removed from the general area of demolition work E. Ensure that fumes from equipment or construction operations do not enter adjacent buildings. 3.2 SELECTIVE DEMOLITION A. Perform selective demolition work in a systematic, orderly and careful manner. 1. Demolish concrete and masonry in manageable sections following prepared Work Plans. If necessary, cut concrete and masonry using power driven masonry saw or hand tools. Minimize the use of power-driven impact tools. 2. To prevent premature collapse, avoid imposing excessive loads on supporting walls, floors or framing during the demolition process. 3. Construct chutes as necessary to conduct debris safely to grade disposal areas. B. General Contractor shall be responsible for removing and separating all materials for disposal, recycle, and reuse. C. As directed by Owner or Engineer, selectively remove materials with minimal damage for reuse. 3.3 DISPOSAL OF DEMOLISHED MATERIALS A. Promptly remove debris, rubbish and other materials resulting from demolition operations from the building site. Use trash receptacles with tightly fitted covers as specified in Section 01 52 00 and 01 89 00. Do not allow debris to be blown onto adjacent properties. Maintain protected egress and access at all times. B. Deliver materials to be salvaged at locations directed by the Owner. C. Keep general construction site area reasonably clean, to the satisfaction of the Owner. D. Transport and dispose of materials offsite in a legal manner. E. Recycling of Construction Waste: Contractor shall endeavor to recycle as much construction debris and waste materials as practicable, with a recycling goal as specified in Section 01 74 00, Cleaning and Waste Management. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 11 - EQUIPMENT ELKS LODGE DECONSTRUCTION 02 42 12 DECONSTRUCTION EQUIPMENT/AIDS ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 02 42 12 - 1 Ditesco SECTION 02 42 12 – DECONSTRUCTION EQUIPMENT/AIDS PART 1 - GENERAL 1.01 REQUIREMENTS A. Furnish and maintain required construction equipment. B. Furnish, install and maintain required construction aids and remove upon completion of work. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Equipment and deconstruction/demolition aids for temporary deconstruction uses may be new, used or rental equipment, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 CONSTRUCTION EQUIPMENT A. Provide construction equipment as necessary to facilitate execution of the work, including but not limited to: 1. Miscellaneous hand tools. 2. Miscellaneous power tools. 3. Goggles, masks, hardhats and other personal safety equipment. 4. Cranes, forklifts and other material handling equipment. 5. Rolling or vibrating plate compactors. 6. Concrete batching and pumping trucks and equipment. 7. End loaders, scrapers, backhoes and other heavy equipment. 8. Air compressors. 9. Portable electrical generators. 10. Mortar batching equipment. 11. Other equipment as required. 2.03 CONSTRUCTION AIDS A. Provide construction aids and temporary equipment required by personnel to facilitate execution of the work, including but not limited to: 1. Scaffolding, staging, ladders and platforms. 2. Stairs, ramps, runways and guardrails. 3. Hoists, platform lifts and chutes. 4. Concrete curing and thermal protection blankets. 5. Drop cloths and other protective materials. 6. Other facilities as required. PART 3 - EXECUTION 3.01 PREPARATION A. Consult with Owner and Engineer; review site conditions and other factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the work. B. Comply with applicable requirements specified in Divisions 1 through 48 (if applicable). TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 11 - EQUIPMENT ELKS LODGE DECONSTRUCTION 02 42 12 DECONSTRUCTION EQUIPMENT/AIDS ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 02 42 12 - 2 Ditesco C. Relocate construction aids as required by progress of construction, by storage or work requirements and to accommodate legitimate requirements of other subcontractors employed at the site. 3.02 REMOVAL A. Completely remove temporary materials, equipment and services: 1. At completion of the project. B. Clean and repair damage caused by installation or by use of temporary facilities. 1. Remove foundations and underground installations for construction aids. 2. Grade areas of site affected by temporary installations to required elevations and slopes and clean the area. C. Restore permanent facilities used for temporary purposes to specified condition. END OF SECTION TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 31 23 00 EXCAVATION AND FILL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 31 23 00 - 1 Ditesco SECTION 31 23 00 – EXCAVATION AND FILL PART 1 - GENERAL 1.1 DESCRIPTION A. Clearing, grubbing and site preparation B. Removal and disposal of debris C. Handling, storage, transportation, and disposal of excavated material D. Sheeting, shoring, bracing and protection work E. Pumping and dewatering as required or necessary F. Backfilling G. Construction of fills and embankments H. Final grading I. Appurtenant work 1.2 REFERENCES A. ASTM C33—Concrete Aggregates B. ASTM C136—Sieve Analysis of Fine and Coarse Aggregates C. ASTM D1241—Material for Soil Aggregate Subbase, Base and Surface Courses D. ASTM D698—Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 5.5 lb Rammer and 12-Inch Drop E. ASTM D1557—Test Methods for Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 10-lb Rammer and 18 inch drop F. ASTM D4253—Test Methods for Maximum Index Density of Soils Using a Vibratory Table G. ASTM D4254—Test Methods for Minimum Index Density of Soils and Calculations of Relative Density H. ASTM D2922—Test Methods for Density of Soil and Soil-Aggregate Mixtures in Place by Nuclear Methods (Shallow Depth) I. ASTM D3017—Test Method for Moisture Content of Soil and Soil-Aggregate Mixtures 1.3 SUBMITTALS A. Submit under provisions of Section 01 33 00 B. Product Data: Submit on all products or materials supplied herein TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 31 23 00 EXCAVATION AND FILL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 31 23 00 - 2 Ditesco C. Test Reports: Indicate sieve analysis, optimum moisture content and density in accordance with ASTM D698 for cohesive soils including onsite native material. Indicate supplier, sieve analysis, and maximum relative density in accordance with ASTM D4253 and D4254 for crushed rock or gravel, and other cohesionless material for fills and embankment. 1.4 REGULATORY REQUIREMENTS A. Comply with all requirements of State Construction Dewatering Permit (as applicable). 1.5 ENVIRONMENTAL REQUIREMENTS A. Protect adjacent structures and surrounding areas from damage during excavation, filling, and backfilling. B. Protect work from erosion or other similar types of damage until the project has been completed. C. Do not backfill or construct fills during freezing weather. Backfill or construct fills only when temperature is 35ºF and rising. D. Do not use frozen materials, snow, or ice in any backfill or fill area. E. Do not backfill or construct fill on frozen surfaces. F. Protect excavated material from becoming frozen. G. Protect trees from permanent damage by construction activities. H. Provide temporary bridges for roadways, walkways, driveways, etc. PART 2 PRODUCTS 2.1 MATERIALS A. Classification of Excavated Materials: 1. None 2. Remove and handle excavated materials regardless of type, character, composition, condition, or depth of material at no additional cost to Owner. 3. Remove and handle excavated materials regardless of means, methods and techniques required, at no additional cost to Owner. B. Handling of Excavated Materials: 1. Remove all excavated soils from project Work areas and store at site(s) designated by Contractor. 2. Separate topsoil from trench excavated soils 3. Import off-site job excavated soils only as necessary to accommodate current Work C. Backfill below non-paved areas: 1. Use excess earth from excavation for fill between bedding zone and bottom of topsoil 2. Free from rocks or stones larger than 6 inch in greatest dimension and free from brush, stumps, logs, roots, debris, and organic and other deleterious materials 3. No rocks or stones in upper 18 inch of fill. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 31 23 00 EXCAVATION AND FILL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 31 23 00 - 3 Ditesco D. Topsoil: 1. Native material removed and stockpiled before excavation 2. Free from trash and debris PART 3 EXECUTION 3.1 EXAMINATION A. Field verify the location of all underground utilities, pipelines and structures prior to excavation. 3.2 PERFORMANCE A. Perform work in a safe and proper manner with appropriate precautions against hazard. B. Provide adequate working space and clearances for work performed within excavations. C. Do not undercut excavation faces for extended footings. D. Clean subgrades of loose material before concrete is placed thereon. 3.3 PREPARATION A. Clean and strip subgrade for fills and embankments of surface vegetation, sod, tree stumps and organic topsoil. B. Remove waste materials from site and dispose. C. Remove debris from site daily and dispose of off-site; on-site burning is not permitted. 3.4 TOPSOIL A. Remove and stockpile sufficient topsoil from surface to a minimum depth of 4-inches where the original topsoil will be covered or damaged. B. Import additional clean material to surface fill embankments, berms, and other areas where original topsoil will be covered or damaged. C. At the completion of work, place and grade topsoil to maintain gradient as indicated. 3.5 DEWATERING A. Provide and maintain adequate dewatering equipment to remove and dispose of surface and groundwater entering excavations, trenches, and other parts of the work. B. Dewater excavations which extend to or below groundwater by lowering and keeping the groundwater level beneath such excavation at least 12 inches below the bottom of the excavation. C. Divert surface water or otherwise prevent it from entering excavated areas or trenches to the extent practical without damaging adjacent property. D. Maintain all drainage pipes, keep clean and free of sediment during construction and final cleanup. E. Obtain and comply with conditions of CDPHE construction dewatering permit. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 31 23 00 EXCAVATION AND FILL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 31 23 00 - 4 Ditesco 3.6 SHEETING, SHORING AND BRACING A. Provide proper and substantial sheeting, shoring, and bracing, as required, to prevent caving or sliding, to protect workmen and the Work, and to protect existing structures and facilities. B. Design and build sheeting, shoring, and bracing to withstand all loads that might be caused by earth movement or pressure, and to be rigid, maintaining shape and position under all circumstances. 3.7 CRUSHED ROCK OR GRAVEL FILLS A. Place on suitably prepared subgrade and compacted. B. Compacted by vibration. 3.8 BLASTING A. Blasting or other use of explosives is not permitted 3.9 STRUCTURAL BACKFILL A. Maximum uncompacted thickness of layers: 6 inches B. Compact with mechanical, platform-type tampers C. Minimum density of 98 percent within 2 percent (+/-) optimum moisture content as determined by ASTM D698. D. Use roller for compaction if necessary to prevent damage to structure and desired density can be obtained. E. Compaction by inundation by water not permitted. F. Do not deposit or compact tamped or otherwise mechanically compacted backfill in water. G. Take particular care to compact backfill which will be beneath slabs, pipes, drives, roads, parking areas, curb, gutters or other surface construction. 3.10 DRAINAGE MAINTENANCE A. Backfill so that water does not accumulate in unfilled or partially filled excavations. B. Do not obstruct surface drainage any longer than necessary. C. Provide and maintain temporary bridges and other structures across unfilled trenches as required to maintain traffic. 3.11 DISPOSAL OF EXCESS EXCAVATED MATERIALS A. Use excess excavated materials in fills and embankments as indicated on the drawings to the extent needed. B. Dispose of suitable excess excavated materials at locations directed by Engineer. Excess excavated materials shall be hauled off site. TECHNICAL SPECIFICATIONS DOWNTOWN DEVELOPMENT AUTHORITY DIVISION 01 – GENERAL REQUIREMENTS ELKS LODGE DECONSTRUCTION 31 23 00 EXCAVATION AND FILL ________________________________________________________________________________________________________________________________________________________________________ ____________________________________________________________________________________ Issue for Construction June 21, 2012 31 23 00 - 5 Ditesco C. Remove unused suitable material from the site and dispose of it. D. Remove debris, junk, broken concrete, broken asphalt, rock, stones, stumps, logs, roots, and other unsuitable material from the site and dispose. E. Except as otherwise permitted, dispose of excess excavated materials away from the site of the Work or as directed by Owner. F. Haul excess earth from excavations off-site. 3.12 FINAL GRADING A. After completion of all other outside work and after backfilling is completed and settled, bring all areas of the site to pre-construction grades or as otherwise noted on drawings. B. Graders and other power equipment may be used for final grading and slope dressing if the result is uniform and equivalent to hand work. 3.13 STORMWATER MANAGEMENT PLAN A. Submit General Permit Application to CDPHE for stormwater discharges associated with construction activity and comply with all conditions of the permit. B. Reference Section 01 57 13 – Temporary Erosion and Sediment Control 3.14 SETTLEMENT A. Warranty for settlement of all fills, embankments, and backfills is stipulated in the General Conditions from final completion of Contract under which Work is performed. B. Repair or replace within 30 days after notice by Engineer or Owner. 3.15 FIELD QUALITY CONTROL A. Provided by Owner under separate contract. B. Coordinate and all tests to determine compliance of in-place and backfill materials and compaction in accordance with the specifications C. Fills and Embankment: 1. One moisture-density relationship tests, ASTM D698 on each type of fill material 2. One in-place compaction test for every 1.5 feet of vertical lift of material placed END OF SECTION June 21, 2012 Ditesco Appendix A ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY RCA 2 Type III (TYP) Staging & Material Handling Fencing around entire perimter RCA 2 Type III (TYP) Detour 2 Type III (TYP) Site Plan 2. Remove RTUs, Duct Work Exhaust Fans from Rooftop RTU RTU RTU RTU RTU RTU RTU EF EF EF EF EF Legend: RTU = Roof Top Unit EF = Exhaust Fan *Ductwork not shown. Notes: a. All steps for deconstruction phasing numbered according sequence. b. Contractor can review and modify suggested deconstruction steps to fit their approach to the work. Submit revised deconstruction phasing to Engineer for approval under section 01 33 00. 2. Remove RTUs, Duct Work Exhaust Fans from Rooftop RTU RTU RTU RTU RTU RTU RTU EF EF EF EF EF Legend: RTU = Roof Top Unit EF = Exhaust Fan *Ductwork not shown. Notes: a. All steps for deconstruction phasing numbered according sequence. b. Contractor can review and modify suggested deconstruction steps to fit their approach to the work. Submit revised deconstruction phasing to Engineer for approval under section 01 33 00. 2 Type III (TYP) Alley Closure Detour Through DDA Lot Structural Demolition Phasing Maintain interior Masonry wall for truss bearing to lodge room (below) Maintain W 12x bearing until lodge room truss system removed Maintain masonry height to allow 2nd floor bar joist bearing to east. 1. Remove Walkway (ledger, roofing) Gain Separation 3. Erect Perimeter Protection / scaffolding w/ tarp sheet or equal. 4. Remove built up roof, decking and joists from masonry shell. Maintain (2) min. joists E-W @ each bearing. Remove masonry walls to 2nd floor elevation. 6. Remove built up roof, decking, joists from masonry shell. Remove wall bracing and masonry to 2nd floor. 5. Remove built up roof, decking & rafters, masonry shell, walls. Remove north & west walls to bearing elevation for new addition area. Concrete Walkways are to be closed to pedestrian traffic. 2 Type III (TYP) Alley Closure Detour Through DDA Lot Structural Demolition Phasing Maintain interior Masonry wall for truss bearing to lodge room (below) Maintain W 12x bearing until lodge room truss system removed Maintain masonry height to allow 2nd floor bar joist bearing to east. 1. Remove Walkway (ledger, roofing) Gain Separation 8. Remove Interior demising walls, bearing walls and masonry shell to 2nd floor 7. Remove masonry to expose bearing seat of stack- bolted wood trusses (support laterally until removed) Remove masonry walls to 2nd floor. Remove over look and W 12x above 2nd floor. Structural Demolition 8. Remove Interior Phasing demising walls, bearing walls and masonry shell to 2nd floor 7. Remove masonry to expose bearing seat of stack- bolted wood trusses (support laterally until removed) Remove masonry walls to 2nd floor. Remove over look and W 12x above 2nd floor. Structural Demolition Phasing Remove vestibule glass entrys 10. Remove wood joist floors, ledgers, demising and bearing walls to main level. 9. Remove concrete floor, decking bar joists; demising walls and bearing walls to main floor. Structural Demolition Phasing **Maintain Fire Escape access to lower levels. (TYP - all phases) **Maintain Fire Escape access to lower levels. (TYP - all phases) Remove vestibule glass entrys 10. Remove wood joist floors, ledgers, demising and bearing walls to main level. 9. Remove concrete floor, decking bar joists; demising walls and bearing walls to main floor. Structural Demolition Phasing **Maintain Fire Escape access to lower levels. (TYP - all phases) **Maintain Fire Escape access to lower levels. (TYP - all phases) Remove planters & foundation to 3' - 0" below grade. 11. Remove concrete floors, decking joists; interior demising walls concrete slab; demolish building foundation to 3' - 0" min. below grade 12. Remove main level flooring wood joists, steel beams, demising walls, masonry / concrete shell and foundation system to 3' - 0" min. below grade. Remove concrete slab (basement floor, TYP throughout) stage removal of W16x as bearing at columns an exterior walls is revealed. Structural Demolition Phasing Remove planters & foundation to 3' - 0" below grade. 11. Remove concrete floors, decking joists; interior demising walls concrete slab; demolish building foundation to 3' - 0" min. below grade 12. Remove main level flooring wood joists, steel beams, demising walls, masonry / concrete shell and foundation system to 3' - 0" min. below grade. Remove concrete slab (basement floor, TYP throughout) stage removal of W16x as bearing at columns an exterior walls is revealed. Structural Demolition Phasing June 21, 2012 Ditesco Appendix B ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY Page 1 of 2 SALVAGEABLE MATERIALS LIST ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY Contractor Salvageable Items 1. De-nailed reusable flooring 2. Bar area lumber off walls and windows 3. Bar refrigeration unit 4. Railings throughout building 5. Reusable bricks, cinder blocks, and stone 6. Bowling alley flooring, benches, and racks (Except where indicated in Elks Salvageable Items below) 7. Walk-in cooler and compressor 8. Paneling one-half sheet or greater 9. Doors (Except where indicated in Elks Salvageable Items below) 10. Water Heater 11. Sinks – stainless and porcelain 12. Breaker boxes and fuses 13. Squirrel cages 14. Drainage sinks 15. Commercial refrigerator 16. Stainless hoods – two (2) 17. Lighting 18. Reusable cabinets (Except where indicated in Elks Salvageable Items below) 19. Reusable plumbing and hardware (Except where indicated in Elks Salvageable Items below) 20. Reusable shelving 21. Reusable countertops 22. Lattice 23. Kitchen wall metal sheets 24. Fire cabinets – three (3) 25. Steam room door 26. Folding door and track 27. Large ladder 28. Flooring on top floor (Except where indicated in Elks Salvageable Items below) 29. Basketball court perimeter floor 30. Basketball observation deck floor 31. Bathroom safety bars 32. Metal and wood tables 33. De-nailed lumber and trim greater than 5 linear feet Page 2 of 2 Elks Salvageable Items Items to be removed by Contractor; salvaged and set aside for Elks Lodge personnel 1. Two-part cornerstone, bearing the inscriptions “BPOE 84” and “Fort Collins Lodge,” located on the exterior façade of the southeast corner of the building 2. Time capsule located behind two-part corner stone described in note (1) above 3. Wood doors, wood door frames and wood floorboards located in the former YMCA lodging rooms on the fourth (4th) floor 4. Dance floor located in the lower level dance hall 5. Bowling alley flooring, equipment and hardware located on the lower level 6. Photo documentation of the mural in the Front Range Room, created by Joe Martinez 7. Banisters located in main stairwell 8. Woodwork on the third floor (3rd) floor 9. Unitized casework and cabinets located in the kitchen on the second (2nd) floor 10. Hot tub pump and metal hardware located in the hot tub room on the third (3rd) floor 11. Drinking fountain located on the third (3rd) floor adjacent to the men’s locker room June 21, 2012 Ditesco Appendix C ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY ID Task Name Duration Start Finish Predecessors 1 Elks Lodge Deconstruction 141 days Tue 5/15/12 Tue 11/20/12 2 Preconstruction Phase 29 days Tue 5/15/12 Fri 6/22/12 3 Bid Prep Contract (Ditesco) 5 days Tue 5/15/12 Mon 5/21/12 4 Contract Document Preparation 7 days Tue 5/22/12 Wed 5/30/12 3 5 Deconstruction Plan/Drawings 10 days Thu 5/31/12 Wed 6/13/12 3,4 6 Technical Specifications (CSI) 4 days Thu 5/31/12 Tue 6/5/124 7 Front Ends 5 days Mon 6/18/12 Fri 6/22/12 4 8 Final Documents to Purchasing 0 days Fri 6/22/12 Fri 6/22/12 5 9 Bidding Phase 44 days Fri 6/22/12 Thu 8/16/12 10 Advertisement 15 days Fri 6/22/12 Thu 7/12/12 8 11 Pre-Bid Meeting 0 days Tue 7/3/12 Tue 7/3/1220 12 Final Day for Questions 0 days Tue 7/10/12 Tue 7/10/12 13 Addendum (if necessary) 4 days Tue 7/10/12 Fri 7/13/12 12 14 Bid Opening 0 days Fri 7/20/12 Fri 7/20/12 15 Qualification Review 8 days Fri 7/20/12 Mon 7/30/12 14 16 Recommendation of Award 0 days Mon 7/30/12 Mon 7/30/12 15 17 Construction Agreement/Contracts 15 days Tue 7/31/12 Thu 8/16/12 16 18 Elks Lodge Soft Strip 25 days Tue 5/15/12 Mon 6/18/12 19 Vendor Solicitation 10 days Tue 5/15/12 Mon 5/28/12 20 Soft Strip (throughout month) 15 days Tue 5/29/12 Mon 6/18/12 19 21 Deconstruction Phase (more detail as phasing is developed) 99 days Thu 7/12/12 Tue 11/20/12 22 NTP 0 days Thu 8/16/12 Thu 8/16/12 17 23 Preconstruction Meeting 4 days Fri 8/17/12 Wed 8/22/12 22 24 Staging 5 days Thu 8/23/12 Wed 8/29/12 23 25 Roof Demolition 4 days Thu 8/30/12 Mon 9/3/12 24 26 High Value Salvage 8 days Thu 8/30/12 Fri 9/7/12 24 27 Adjacent Property Protection 4 days Thu 8/30/12 Mon 9/3/12 24 28 First Phase Demolition 15 days Mon 9/10/12 Fri 9/28/12 29 Upper Floor Structural 4 days Mon 9/10/12 Thu 9/13/12 26 30 Shell Masonry (3rd floor) 3 days Fri 9/14/12 Tue 9/18/1229 31 Pick and Separate 8 days Wed 9/19/12 Fri 9/28/12 30 32 Second Phase Demolition 18 days Mon 10/1/12 Wed 10/24/12 33 Second Floor Structural 8 days Mon 10/1/12 Wed 10/10/12 31 34 Shell Masonry (2nd floor) 4 days Thu 10/11/12 Tue 10/16/1233 35 Pick and Separate 6 days Wed 10/17/12 Wed 10/24/12 34 36 Third Phase Demolition 19 days Thu 10/25/12 Tue 11/20/12 37 Basement/Garden Level Structural 4 days Thu 10/25/12 Tue 10/30/1235 38 Foundation Demolition 3 days Wed 10/31/12 Fri 11/2/12 37 39 Pick and Separate 4 days Mon 11/5/12 Thu 11/8/12 38 40 Backfill/Site Restoration 4 days Fri 11/9/12 Wed 11/14/12 39 41 Site Cleanup and Demobilization 4 days Thu 11/15/12 Tue 11/20/1240 42 43 44 Downtown Events 85 days Thu 7/12/12 Wed 10/31/12 45 Downtown Sidewalk Sales 3 days Thu 7/12/12 Sat 7/14/12 46 Fort Collins Human Race 1 day Sat 7/28/12 Sat 7/28/12 47 New West Fest 3 days Fri 8/10/12 Sun 8/12/12 48 Tour de Fat 1 day Sat 9/1/12 Sat 9/1/12 49 Tiny Tot Halloween 1 day Wed 10/31/12 Wed 10/31/12 6/22 7/3 7/10 7/20 7/30 8/16 4/29 5/6 5/13 5/20 5/27 6/3 6/10 6/17 6/24 7/1 7/8 7/15 7/22 7/29 8/5 8/12 8/19 8/26 9/2 9/9 9/16 9/23 9/30 10/7 10/14 10/21 10/28 11/4 11/11 11/18 11/25 May June July August September October November December Task Split June 21, 2012 Ditesco Appendix D ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY Asbestos Abatement Monitoring Report 140 East Oak Street Fort Collins, Colorado WALSH Project Number: 900055.7963.010 May 21, 2010 ASBESTOS ABATEMENT MONITORING REPORT 140 EAST OAK STREET FORT COLLINS, COLORADO May 21, 2010 Prepared by: ________________________________________________ Michael P. Castell Environmental Scientist State of Colorado Accredited Asbestos Inspector/Management Planner, Air Monitoring Specialist, and Project Designer Reviewed by: ________________________________________________ Troy C. Sanders, PG, CHMM Branch Manager State of Colorado Accredited Asbestos Inspector Prepared by WALSH ENVIRONMENTAL SCIENTISTS AND ENGINEERS, LLC 2629 Redwing Road, Suite 280 Fort Collins, Colorado 80526 (970) 223-5655 WALSH Project Number: 900055.7963.010 Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 i TABLE OF CONTENTS 1 INTRODUCTION................................................................................................. 1 1.1 BACKGROUND.......................................................................................................... 1 1.2 ASBESTOS REGULATORY COMPLIANCE – USEPA, STATE, AND OSHA PROGRAMS 1 2 SCOPE OF WORK AND METHODOLOGY................................................... 2 2.1 SCOPE OF WORK ...................................................................................................... 2 2.2 INSPECTION ACTIVITIES METHODOLOGY................................................................. 2 2.3 ASBESTOS AIR MONITORING METHODOLOGY ......................................................... 2 2.4 ASBESTOS AIR SAMPLE ANALYSIS .......................................................................... 4 3 AIR MONITORING FINDINGS ........................................................................ 4 4 CONCLUSIONS ................................................................................................... 5 5 LIMITATIONS..................................................................................................... 5 6 ASBESTOS REFERENCES................................................................................ 7 LIST OF TABLES TABLE 1 FINAL CLEARANCE AREA AIR MONITORING REQUIREMENTS............................... 3 TABLE 2 FINAL CLEARANCE AREA AIR MONITORING RESULTS ......................................... 4 LIST OF APPENDICES Appendix A: Project Air Monitoring Appendix B: Consultant Checklists and Daily Logs Appendix C: Consultant Personnel Qualifications Appendix D: Abatement Contractor Submittals Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 ii ACRONYMS AND ABBREVIATIONS ACM Asbestos-Containing Materials AHERA Asbestos Hazard Emergency Response Act BAS Below Analytical Sensitivity CDPHE Colorado Department of Public Health and Environment CFR Code of Federal Regulations DDA Downtown Development Authority f/cc Fibers per Cubic Centimeter L Liters MAAL Maximum Allowable Asbestos Level mm Millimeter NA Not Applicable NESHAP National Emission Standards for Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Standards and Technology NVLAP National Voluntary Laboratory Accreditation Program OSHA Occupational Safety and Health Administration PAT Proficiency Analytical Testing PCM Phase Contrast Microscopy Reg. 8 Colorado Department of Public Health and Environment, Reg. No. 8 - Part B, Emission Standards for Asbestos st/mm2 Structures per Square Millimeter TEM Transmission Electron Microscopy USEPA United States Environmental Protection Agency VES-SS Veolia Environmental Services Special Services, Inc WALSH Walsh Environmental Scientists and Engineers, LLC Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 iii EXECUTIVE SUMMARY This report provides a summary of the inspection and air monitoring services provided by Walsh Environmental Scientists and Engineers, LLC (WALSH) during asbestos abatement activities at 140 East Oak Street in Fort Collins, Colorado. WALSH was retained by the Downtown Development Authority (DDA) to perform strategic oversight, final visual inspections, and final clearance area air monitoring activities. The DDA contracted Veolia Environmental Services Special Services, Inc (VES-SS) to perform asbestos abatement activities in adherence with DDA requirements and the following regulations: • United States Environmental Protection Agency (USEPA) National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 Code of Federal Regulations (CFR) Part 61 • Occupational Safety and Health Administration (OSHA) Asbestos Standards for the Construction Industry, 29 CFR Part 1926.1101 • Colorado Department of Public Health and Environment (CDPHE) Regulation Number 8 (Reg. 8), Part B - Emission Standards for Asbestos. Asbestos abatement/removal was completed upon conclusion of final visual inspections and final clearance area air monitoring conducted by WALSH representatives. Based upon the results of these inspection/sampling procedures, the abatement project is considered complete and the work area is considered safe for re-occupancy by the public. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 1 ASBESTOS ABATEMENT MONITORING REPORT 140 EAST OAK STREET FORT COLLINS, COLORADO 1 INTRODUCTION 1.1 Background This report provides a summary of the inspections and air monitoring services provided by Walsh Environmental Scientists and Engineers, LLC (WALSH) during asbestos abatement activities at 140 East Oak Street in Fort Collins, Colorado. WALSH was retained by the Downtown Development Authority (DDA) to perform strategic inspections, final visual inspections, and final clearance area air monitoring activities. The DDA contracted Veolia Environmental Services Special Services, Inc (VES-SS) to perform asbestos abatement activities in adherence with DDA requirements and the following regulations: • United States Environmental Protection Agency (USEPA) National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 Code of Federal Regulations (CFR) Part 61 • Occupational Safety and Health Administration (OSHA) Asbestos Standards for the Construction Industry, 29 CFR Part 1926.1101 • Colorado Department of Public Health and Environment (CDPHE) Regulation Number 8 (Reg. 8), Part B - Emission Standards for Asbestos. This report presents a narrative description of the project inspections and air sampling at the Site. Final clearance air monitoring data is contained in Appendix A. The remaining appendices contain other pertinent project-related documentation. 1.2 Asbestos Regulatory Compliance – USEPA, State, and OSHA Programs Asbestos-containing material (ACM) is subject to the USEPA NESHAP Regulations for Asbestos (40 CFR Part 61) and the CDPHE Reg. 8, Part B - Emission Standards for Asbestos “The Control of Hazardous Air Pollutants.” The CDPHE is responsible for administering the USEPA NESHAP program in Colorado. ACM is subject to OSHA Asbestos Standards for the Construction Industry (29 CFR Part 1926.1101). Materials containing less than or equal to one percent asbestos may be subject to OSHA regulations if air concentrations are greater than or equal to the permissible exposure limit of 0.10 fibers per cubic centimeter (f/cc), or the excursion limit of 1.0 f/cc. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 2 2 SCOPE OF WORK AND METHODOLOGY 2.1 Scope of Work The scope of work for the project was to provide the following: • Attend the pre-bid walkthrough of qualified general abatement contractors. • Attend pre-construction meeting and review VES-SS submittals. • Assist with administration of applicable CDPHE and USEPA regulations to insure the VES-SS’s compliance with minimum said regulations. • Address or assist with any problems that might arise (on behalf of the client) during the abatement project. • Conduct a pre-abatement inspection of each work area (containment). • Conduct periodic site visits. • Perform background monitoring prior to asbestos abatement to determine existing ambient fiber levels. • Perform a final visual inspection of each work area (containment). • Conduct final clearance air monitoring in accordance with CDPHE Regulation Number 8. • Provide a final written summary report including, photographic documentation, written logs, and compilation/organization of all project-related documents. 2.2 Inspection Activities Methodology WALSH personnel conducted the following inspections activities: • Conducted a pre-abatement inspection of each work area (containment) to evaluate adequate area preparation and engineering controls. • Conducted periodic site visits to verify that regulations and project work plan requirements were being adhered to during active asbestos abatement by the abatement contractor. • Performed a final visual inspection of each work area (containment) after completion of asbestos removal to determine that all ACM had been properly removed and that the area is free of dust and other debris. The final visual inspections were completed according to the ASTM International, Standard Practice for Visual Inspection of Asbestos Abatement Projects, Designation: E 1368-00. • As requested, WALSH assisted in determining if all the regulate building materials had been removed by VES-SS. • Performed a final visual inspection to determine that all the mercury containing flooring had been properly removed and that the area is free of dust and debris. 2.3 Asbestos Air Monitoring Methodology Air monitoring for the project was conducted in accordance with USEPA and CDPHE requirements to determine ambient fiber concentrations. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 3 Background area air samples were collected prior to abatement activity to provide baseline or background information. The samples were collected in a non-aggressive fashion prior to any on site activity by the abatement contractor. The area air samples were collected using 25 millimeter (mm), 0.8 micron mixed cellulose filter cassettes using high-flow sampling pumps. Flow rates for were set below 16 liters per minute with a minimum volume of 1,200 liters of air passing through the filter media. Background area air samples were collected at a breathing zone height (of approximately 5 feet) with the cassettes positioned facing downward at a 45-degree angle. Final clearance area air samples were collected upon satisfactory completion of abatement and final cleaning/decontamination procedures. The final clearance samples, in conjunction with the final visual inspection, were used as the release criteria, which allow the abatement contractor to remove the engineering controls, dismantle the containment, and demobilize the work area. After passing the final visual inspection, the abatement contractor sprayed lockdown on all surfaces within the work area (containment). WALSH allowed the lockdown to properly dry before collecting the final clearance area air samples. Final clearance area air monitoring was conducted using aggressive sampling techniques as outlined in Appendix A of the USEPA, Asbestos Hazard Emergency Response Act (AHERA) regulations (40 CFR Part 763), and as described in CDPHE Reg. 8. These aggressive air sampling techniques included the use of leaf blowers and fans (one per 10,000 cubic feet of airspace) to thoroughly agitate the air prior to sample collection. The final clearance area air samples were collected using 25 millimeter (mm), 0.8 micron (for PCM) or 0.45 micron (for TEM) mixed cellulose filter cassettes using high-flow sampling pumps. Flow rates for were set below 16 liters per minute with a minimum volume of 1,200 liters of air passing through the filter media. Final clearance area air samples were collected at a breathing zone height (of approximately five feet) with the cassettes positioned facing downward at a 45-degree angle. An appropriate number of final clearance area air samples were collected based on the requirements outlined in the following table. Table 1 Final Clearance Area Air Monitoring Requirements For each work area (containment) within the project where the amount of ACM is: Minimum # of samples to clear each work area (containment) Minimum # of samples to clear each project Less than 3 square feet or 3 linear feet 1 5 Between 3 square feet or 3 linear feet and 32 square feet or 50 linear feet, or volume equivalent of a 55-gallon drum 2 5 Greater than 32 square feet or 50 linear feet, or the volume equivalent of a 55-gallon drum 5 5 Field worksheets were completed for the air samples collected. These sheets are designed to function as the primary working document, containing most information regarding the air Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 4 sampling. Consultant field worksheets and checklists are included in Appendix A and Appendix B, respectively. Employee exposure (OSHA) air samples to determine abatement contractor’s employees' personal exposure were collected by VES-SS, and are not discussed in this report. 2.4 Asbestos Air Sample Analysis The analyses of air samples was completed by WALSH personnel and an independent accredited laboratory participating in the USEPA National Voluntary Laboratory Accreditation Program (NVLAP), the National Institute of Standards and Technology (NIST) laboratory accreditation program, and the National Institute for Occupational Safety and Health (NIOSH) Proficiency Analytical Testing (PAT) program. Additionally, with each round of air samples collected, a minimum of two unused samples were analyzed as blank correction factors. Samples analyzed by PCM methods are reported as f/cc of air sampled. Samples analyzed by TEM methods report filter loading as asbestos structures per square millimeter (st/mm2). 3 AIR MONITORING FINDINGS Ambient air samples are compared to the CDPHE Maximum Allowable Asbestos Level (MAAL) of 0.010 f/cc using PCM methods. Analysis of the background samples indicated that all samples were below the CDPHE MAAL. Acceptable final clearance air sample results are those which are less than or equal to 0.010 f/cc for all five PCM samples, or those less than or equal to 70 st/mm2 for the average of the five TEM samples. CDPHE Reg. 8, Part B, Section III.P.3 describes in detail the Colorado requirements for air sampling and acceptable concentrations. These results, along with the acceptable final visual inspection from WALSH, mark the point where restricted access to the work area (containment) is no longer required. Analysis of the samples indicated that the air inside the containments met the CDPHE Reg. 8 clearance level. The abatement within the work areas (containments) is therefore considered complete. The results for the final clearance air samples are summarized in the table below and included in Appendix A. Table 2 Final Clearance Area Air Monitoring Results Sample Number* Sample Date Sample Location Sample Volume (L) Limit of Detection (f/cc) Sample Analytical Result Containment F-1 040610-01 4-6-10 6’ from W, center 1,255 0.002 0.009 f/cc 040610-02 4-6-10 12’ from W, center 1,286 0.002 0.007 f/cc 040610-03 4-6-10 Center, center 1,315 0.002 0.007 f/cc 040610-04 4-6-10 16’ from E, center 1,265 0.002 0.006 f/cc 040610-05 4-6-10 8’ from E, center 1,319 0.002 0.004 f/cc Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 5 Sample Number* Sample Date Sample Location Sample Volume (L) Limit of Detection (f/cc) Sample Analytical Result Containment F-2 041210-01 4-12-10 B-04 20’ from W, center 1,258 0.002 0.004 f/cc 041210-02 4-12-10 B-04 center, center 1,226 0.002 0.006 f/cc 041210-03 4-12-10 B-04 12’ from E, center 1,263 0.002 0.003 f/cc 041210-04 4-12-10 B-03 4’ from W, 15’ from S 1,240 0.002 0.004 f/cc 041210-05 4-12-10 B-03, 10’ from E, 8’ from N 1,234 0.002 0.004 f/cc Containment F-3 042910-01 4-29-10 Lodge Room, 15’ from W, center 1,218 NA 30.3 st/mm2 042910-02 4-29-10 Lodge Room, center, center 1,251 NA 15.2 st/mm2 042910-03 4-29-10 Lodge Room, 10’ from E, center 1,238 NA 30.3 st/mm2 042910-04 4-29-10 Hallway between Lodge Room and Lounge, center 1,266 NA BAS 042910-05 4-29-10 Lounge, center 1,239 NA BAS Containment F-4 042110-01 4-21-10 E end of containment, 10’ from E, center 1,482 0.002 0.006 f/cc 042110-02 4-21-10 N side of bar, 4’ from E, center 1,466 0.002 0.005 f/cc 042110-03 4-21-10 N side of bar, 3’ from W, center 1,495 0.002 0.003 f/cc 042110-04 4-21-10 Men’s room, center 1,498 0.002 0.004 f/cc 042110-05 4-21-10 Men’s room, @ doorway, center 1,469 0.002 0.002 f/cc Containment F-5 042710-01 4-27-10 Women’s room, center 1,254 0.002 0.007 f/cc 042710-02 4-27-10 Men’s room, center 1,259 0.002 0.003 f/cc 042710-03 4-27-10 Hallway, 8’ from N, center 1,290 0.002 0.007 f/cc 042710-04 4-27-10 Library, 8’ from N, center 1,276 0.002 0.007 f/cc 042710-05 4-27-10 Library, 8’ from S, center 1,267 0.002 0.007f/cc Containment S-1 042810-08 4-28-10 2’ from S, center 1,354 0.002 0.009 f/cc 042810-09 4-28-10 2’ form N, center 1,336 0.002 0.010 f/cc *All samples have a sample prefix of 900055.7963.010- NA - Not Applicable BAS – Below Analytical Sensitivity Please refer to drawings, checklists, and laboratory reports located in Appendices A and B for additional information. 4 CONCLUSIONS Based on visual inspections, the work areas (containments) for the asbestos abatement work were cleaned/decontaminated in an acceptable fashion, and in accordance with applicable regulations and specifications. Based on final air clearance results the work areas (containments) passed clearance levels set by the USEPA, CDPHE, and project specifications. Based upon the visual observations made by on site WALSH representatives and the air monitoring data (Appendices A and B), it is the opinion of WALSH that the abatement project is complete and the work areas are considered safe for re-occupancy by the public. 5 LIMITATIONS Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 6 identified in subsection 2.1 of this report. It was not the function of WALSH to specify all of the means by which the contractor could attain the intended results, nor to state all of the environmental conditions that were to be present for the safety of workers who are employed to produce the intended results, or for the safety of others during the project. The abatement contractor’s responsibility was to establish the means and environmental conditions that meet applicable laws and regulations. Drawings and diagrams included in this report are proportional and scales are approximate. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 7 6 ASBESTOS REFERENCES ASTM International, Standard Practice for Visual Inspection of Asbestos Abatement Projects, Designation: E 1368-00. Colorado Department of Public Health and Environment, Regulation Number 8, Part B - Emission Standards for Asbestos, Effective January 30, 2008. Occupational Safety and Health Administration, Asbestos Regulations for the Construction Industry, 29 CFR Part 1926.1101, 1994. United States Environmental Protection Agency, Asbestos-Containing Materials in Schools; Final Rule and Notice (Asbestos Hazard Emergency Response Act – AHERA) 40 CFR Part 763.80-99, 1990. United States Environmental Protection Agency, National Emission Standards for Hazardous Air Pollutants, 40 CFR Part 61.140-157. June 21, 2012 Ditesco Appendix E ELKS LODE DECONSTRUCTION DOWNTOWN DEVELOPMENT AUTHORITY EXHIBIT 2 - GEOTECHNICAL ENGINEERING STUDY OF REMINGTON BLOCK RFQ 7370 Downtown Hotel & Conference Center Development Page 15 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 16 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 17 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 18 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 19 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 20 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 21 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 22 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 23 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 24 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 25 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 26 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 27 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 28 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 29 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 30 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 31 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 32 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 33 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 34 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 35 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 36 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 37 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 38 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 39 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 40 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 41 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 42 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 43 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 44 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 45 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 46 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 47 of 50 RFQ 7370 Downtown Hotel & Conference Center Development Page 48 of 50 Asbestos Abatement Monitoring Report 140 East Oak Street Fort Collins, Colorado WALSH Project Number: 900055.7963.010 May 21, 2010 ASBESTOS ABATEMENT MONITORING REPORT 140 EAST OAK STREET FORT COLLINS, COLORADO May 21, 2010 Prepared by: ________________________________________________ Michael P. Castell Environmental Scientist State of Colorado Accredited Asbestos Inspector/Management Planner, Air Monitoring Specialist, and Project Designer Reviewed by: ________________________________________________ Troy C. Sanders, PG, CHMM Branch Manager State of Colorado Accredited Asbestos Inspector Prepared by WALSH ENVIRONMENTAL SCIENTISTS AND ENGINEERS, LLC 2629 Redwing Road, Suite 280 Fort Collins, Colorado 80526 (970) 223-5655 WALSH Project Number: 900055.7963.010 Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 i TABLE OF CONTENTS 1 INTRODUCTION................................................................................................. 1 1.1 BACKGROUND.......................................................................................................... 1 1.2 ASBESTOS REGULATORY COMPLIANCE – USEPA, STATE, AND OSHA PROGRAMS 1 2 SCOPE OF WORK AND METHODOLOGY................................................... 2 2.1 SCOPE OF WORK ...................................................................................................... 2 2.2 INSPECTION ACTIVITIES METHODOLOGY................................................................. 2 2.3 ASBESTOS AIR MONITORING METHODOLOGY ......................................................... 2 2.4 ASBESTOS AIR SAMPLE ANALYSIS .......................................................................... 4 3 AIR MONITORING FINDINGS ........................................................................ 4 4 CONCLUSIONS ................................................................................................... 5 5 LIMITATIONS..................................................................................................... 5 6 ASBESTOS REFERENCES................................................................................ 7 LIST OF TABLES TABLE 1 FINAL CLEARANCE AREA AIR MONITORING REQUIREMENTS............................... 3 TABLE 2 FINAL CLEARANCE AREA AIR MONITORING RESULTS ......................................... 4 LIST OF APPENDICES Appendix A: Project Air Monitoring Appendix B: Consultant Checklists and Daily Logs Appendix C: Consultant Personnel Qualifications Appendix D: Abatement Contractor Submittals Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 ii ACRONYMS AND ABBREVIATIONS ACM Asbestos-Containing Materials AHERA Asbestos Hazard Emergency Response Act BAS Below Analytical Sensitivity CDPHE Colorado Department of Public Health and Environment CFR Code of Federal Regulations DDA Downtown Development Authority f/cc Fibers per Cubic Centimeter L Liters MAAL Maximum Allowable Asbestos Level mm Millimeter NA Not Applicable NESHAP National Emission Standards for Hazardous Air Pollutants NIOSH National Institute for Occupational Safety and Health NIST National Institute of Standards and Technology NVLAP National Voluntary Laboratory Accreditation Program OSHA Occupational Safety and Health Administration PAT Proficiency Analytical Testing PCM Phase Contrast Microscopy Reg. 8 Colorado Department of Public Health and Environment, Reg. No. 8 - Part B, Emission Standards for Asbestos st/mm2 Structures per Square Millimeter TEM Transmission Electron Microscopy USEPA United States Environmental Protection Agency VES-SS Veolia Environmental Services Special Services, Inc WALSH Walsh Environmental Scientists and Engineers, LLC Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 iii EXECUTIVE SUMMARY This report provides a summary of the inspection and air monitoring services provided by Walsh Environmental Scientists and Engineers, LLC (WALSH) during asbestos abatement activities at 140 East Oak Street in Fort Collins, Colorado. WALSH was retained by the Downtown Development Authority (DDA) to perform strategic oversight, final visual inspections, and final clearance area air monitoring activities. The DDA contracted Veolia Environmental Services Special Services, Inc (VES-SS) to perform asbestos abatement activities in adherence with DDA requirements and the following regulations: • United States Environmental Protection Agency (USEPA) National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 Code of Federal Regulations (CFR) Part 61 • Occupational Safety and Health Administration (OSHA) Asbestos Standards for the Construction Industry, 29 CFR Part 1926.1101 • Colorado Department of Public Health and Environment (CDPHE) Regulation Number 8 (Reg. 8), Part B - Emission Standards for Asbestos. Asbestos abatement/removal was completed upon conclusion of final visual inspections and final clearance area air monitoring conducted by WALSH representatives. Based upon the results of these inspection/sampling procedures, the abatement project is considered complete and the work area is considered safe for re-occupancy by the public. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 1 ASBESTOS ABATEMENT MONITORING REPORT 140 EAST OAK STREET FORT COLLINS, COLORADO 1 INTRODUCTION 1.1 Background This report provides a summary of the inspections and air monitoring services provided by Walsh Environmental Scientists and Engineers, LLC (WALSH) during asbestos abatement activities at 140 East Oak Street in Fort Collins, Colorado. WALSH was retained by the Downtown Development Authority (DDA) to perform strategic inspections, final visual inspections, and final clearance area air monitoring activities. The DDA contracted Veolia Environmental Services Special Services, Inc (VES-SS) to perform asbestos abatement activities in adherence with DDA requirements and the following regulations: • United States Environmental Protection Agency (USEPA) National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 Code of Federal Regulations (CFR) Part 61 • Occupational Safety and Health Administration (OSHA) Asbestos Standards for the Construction Industry, 29 CFR Part 1926.1101 • Colorado Department of Public Health and Environment (CDPHE) Regulation Number 8 (Reg. 8), Part B - Emission Standards for Asbestos. This report presents a narrative description of the project inspections and air sampling at the Site. Final clearance air monitoring data is contained in Appendix A. The remaining appendices contain other pertinent project-related documentation. 1.2 Asbestos Regulatory Compliance – USEPA, State, and OSHA Programs Asbestos-containing material (ACM) is subject to the USEPA NESHAP Regulations for Asbestos (40 CFR Part 61) and the CDPHE Reg. 8, Part B - Emission Standards for Asbestos “The Control of Hazardous Air Pollutants.” The CDPHE is responsible for administering the USEPA NESHAP program in Colorado. ACM is subject to OSHA Asbestos Standards for the Construction Industry (29 CFR Part 1926.1101). Materials containing less than or equal to one percent asbestos may be subject to OSHA regulations if air concentrations are greater than or equal to the permissible exposure limit of 0.10 fibers per cubic centimeter (f/cc), or the excursion limit of 1.0 f/cc. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 2 2 SCOPE OF WORK AND METHODOLOGY 2.1 Scope of Work The scope of work for the project was to provide the following: • Attend the pre-bid walkthrough of qualified general abatement contractors. • Attend pre-construction meeting and review VES-SS submittals. • Assist with administration of applicable CDPHE and USEPA regulations to insure the VES-SS’s compliance with minimum said regulations. • Address or assist with any problems that might arise (on behalf of the client) during the abatement project. • Conduct a pre-abatement inspection of each work area (containment). • Conduct periodic site visits. • Perform background monitoring prior to asbestos abatement to determine existing ambient fiber levels. • Perform a final visual inspection of each work area (containment). • Conduct final clearance air monitoring in accordance with CDPHE Regulation Number 8. • Provide a final written summary report including, photographic documentation, written logs, and compilation/organization of all project-related documents. 2.2 Inspection Activities Methodology WALSH personnel conducted the following inspections activities: • Conducted a pre-abatement inspection of each work area (containment) to evaluate adequate area preparation and engineering controls. • Conducted periodic site visits to verify that regulations and project work plan requirements were being adhered to during active asbestos abatement by the abatement contractor. • Performed a final visual inspection of each work area (containment) after completion of asbestos removal to determine that all ACM had been properly removed and that the area is free of dust and other debris. The final visual inspections were completed according to the ASTM International, Standard Practice for Visual Inspection of Asbestos Abatement Projects, Designation: E 1368-00. • As requested, WALSH assisted in determining if all the regulate building materials had been removed by VES-SS. • Performed a final visual inspection to determine that all the mercury containing flooring had been properly removed and that the area is free of dust and debris. 2.3 Asbestos Air Monitoring Methodology Air monitoring for the project was conducted in accordance with USEPA and CDPHE requirements to determine ambient fiber concentrations. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 3 Background area air samples were collected prior to abatement activity to provide baseline or background information. The samples were collected in a non-aggressive fashion prior to any on site activity by the abatement contractor. The area air samples were collected using 25 millimeter (mm), 0.8 micron mixed cellulose filter cassettes using high-flow sampling pumps. Flow rates for were set below 16 liters per minute with a minimum volume of 1,200 liters of air passing through the filter media. Background area air samples were collected at a breathing zone height (of approximately 5 feet) with the cassettes positioned facing downward at a 45-degree angle. Final clearance area air samples were collected upon satisfactory completion of abatement and final cleaning/decontamination procedures. The final clearance samples, in conjunction with the final visual inspection, were used as the release criteria, which allow the abatement contractor to remove the engineering controls, dismantle the containment, and demobilize the work area. After passing the final visual inspection, the abatement contractor sprayed lockdown on all surfaces within the work area (containment). WALSH allowed the lockdown to properly dry before collecting the final clearance area air samples. Final clearance area air monitoring was conducted using aggressive sampling techniques as outlined in Appendix A of the USEPA, Asbestos Hazard Emergency Response Act (AHERA) regulations (40 CFR Part 763), and as described in CDPHE Reg. 8. These aggressive air sampling techniques included the use of leaf blowers and fans (one per 10,000 cubic feet of airspace) to thoroughly agitate the air prior to sample collection. The final clearance area air samples were collected using 25 millimeter (mm), 0.8 micron (for PCM) or 0.45 micron (for TEM) mixed cellulose filter cassettes using high-flow sampling pumps. Flow rates for were set below 16 liters per minute with a minimum volume of 1,200 liters of air passing through the filter media. Final clearance area air samples were collected at a breathing zone height (of approximately five feet) with the cassettes positioned facing downward at a 45-degree angle. An appropriate number of final clearance area air samples were collected based on the requirements outlined in the following table. Table 1 Final Clearance Area Air Monitoring Requirements For each work area (containment) within the project where the amount of ACM is: Minimum # of samples to clear each work area (containment) Minimum # of samples to clear each project Less than 3 square feet or 3 linear feet 1 5 Between 3 square feet or 3 linear feet and 32 square feet or 50 linear feet, or volume equivalent of a 55-gallon drum 2 5 Greater than 32 square feet or 50 linear feet, or the volume equivalent of a 55-gallon drum 5 5 Field worksheets were completed for the air samples collected. These sheets are designed to function as the primary working document, containing most information regarding the air Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 4 sampling. Consultant field worksheets and checklists are included in Appendix A and Appendix B, respectively. Employee exposure (OSHA) air samples to determine abatement contractor’s employees' personal exposure were collected by VES-SS, and are not discussed in this report. 2.4 Asbestos Air Sample Analysis The analyses of air samples was completed by WALSH personnel and an independent accredited laboratory participating in the USEPA National Voluntary Laboratory Accreditation Program (NVLAP), the National Institute of Standards and Technology (NIST) laboratory accreditation program, and the National Institute for Occupational Safety and Health (NIOSH) Proficiency Analytical Testing (PAT) program. Additionally, with each round of air samples collected, a minimum of two unused samples were analyzed as blank correction factors. Samples analyzed by PCM methods are reported as f/cc of air sampled. Samples analyzed by TEM methods report filter loading as asbestos structures per square millimeter (st/mm2). 3 AIR MONITORING FINDINGS Ambient air samples are compared to the CDPHE Maximum Allowable Asbestos Level (MAAL) of 0.010 f/cc using PCM methods. Analysis of the background samples indicated that all samples were below the CDPHE MAAL. Acceptable final clearance air sample results are those which are less than or equal to 0.010 f/cc for all five PCM samples, or those less than or equal to 70 st/mm2 for the average of the five TEM samples. CDPHE Reg. 8, Part B, Section III.P.3 describes in detail the Colorado requirements for air sampling and acceptable concentrations. These results, along with the acceptable final visual inspection from WALSH, mark the point where restricted access to the work area (containment) is no longer required. Analysis of the samples indicated that the air inside the containments met the CDPHE Reg. 8 clearance level. The abatement within the work areas (containments) is therefore considered complete. The results for the final clearance air samples are summarized in the table below and included in Appendix A. Table 2 Final Clearance Area Air Monitoring Results Sample Number* Sample Date Sample Location Sample Volume (L) Limit of Detection (f/cc) Sample Analytical Result Containment F-1 040610-01 4-6-10 6’ from W, center 1,255 0.002 0.009 f/cc 040610-02 4-6-10 12’ from W, center 1,286 0.002 0.007 f/cc 040610-03 4-6-10 Center, center 1,315 0.002 0.007 f/cc 040610-04 4-6-10 16’ from E, center 1,265 0.002 0.006 f/cc 040610-05 4-6-10 8’ from E, center 1,319 0.002 0.004 f/cc Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 5 Sample Number* Sample Date Sample Location Sample Volume (L) Limit of Detection (f/cc) Sample Analytical Result Containment F-2 041210-01 4-12-10 B-04 20’ from W, center 1,258 0.002 0.004 f/cc 041210-02 4-12-10 B-04 center, center 1,226 0.002 0.006 f/cc 041210-03 4-12-10 B-04 12’ from E, center 1,263 0.002 0.003 f/cc 041210-04 4-12-10 B-03 4’ from W, 15’ from S 1,240 0.002 0.004 f/cc 041210-05 4-12-10 B-03, 10’ from E, 8’ from N 1,234 0.002 0.004 f/cc Containment F-3 042910-01 4-29-10 Lodge Room, 15’ from W, center 1,218 NA 30.3 st/mm2 042910-02 4-29-10 Lodge Room, center, center 1,251 NA 15.2 st/mm2 042910-03 4-29-10 Lodge Room, 10’ from E, center 1,238 NA 30.3 st/mm2 042910-04 4-29-10 Hallway between Lodge Room and Lounge, center 1,266 NA BAS 042910-05 4-29-10 Lounge, center 1,239 NA BAS Containment F-4 042110-01 4-21-10 E end of containment, 10’ from E, center 1,482 0.002 0.006 f/cc 042110-02 4-21-10 N side of bar, 4’ from E, center 1,466 0.002 0.005 f/cc 042110-03 4-21-10 N side of bar, 3’ from W, center 1,495 0.002 0.003 f/cc 042110-04 4-21-10 Men’s room, center 1,498 0.002 0.004 f/cc 042110-05 4-21-10 Men’s room, @ doorway, center 1,469 0.002 0.002 f/cc Containment F-5 042710-01 4-27-10 Women’s room, center 1,254 0.002 0.007 f/cc 042710-02 4-27-10 Men’s room, center 1,259 0.002 0.003 f/cc 042710-03 4-27-10 Hallway, 8’ from N, center 1,290 0.002 0.007 f/cc 042710-04 4-27-10 Library, 8’ from N, center 1,276 0.002 0.007 f/cc 042710-05 4-27-10 Library, 8’ from S, center 1,267 0.002 0.007f/cc Containment S-1 042810-08 4-28-10 2’ from S, center 1,354 0.002 0.009 f/cc 042810-09 4-28-10 2’ form N, center 1,336 0.002 0.010 f/cc *All samples have a sample prefix of 900055.7963.010- NA - Not Applicable BAS – Below Analytical Sensitivity Please refer to drawings, checklists, and laboratory reports located in Appendices A and B for additional information. 4 CONCLUSIONS Based on visual inspections, the work areas (containments) for the asbestos abatement work were cleaned/decontaminated in an acceptable fashion, and in accordance with applicable regulations and specifications. Based on final air clearance results the work areas (containments) passed clearance levels set by the USEPA, CDPHE, and project specifications. Based upon the visual observations made by on site WALSH representatives and the air monitoring data (Appendices A and B), it is the opinion of WALSH that the abatement project is complete and the work areas are considered safe for re-occupancy by the public. 5 LIMITATIONS Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 6 identified in subsection 2.1 of this report. It was not the function of WALSH to specify all of the means by which the contractor could attain the intended results, nor to state all of the environmental conditions that were to be present for the safety of workers who are employed to produce the intended results, or for the safety of others during the project. The abatement contractor’s responsibility was to establish the means and environmental conditions that meet applicable laws and regulations. Drawings and diagrams included in this report are proportional and scales are approximate. Environmental Scientists and Engineers, LLC an ecology and environment company 900055.7963.010 Asbestos Abatement Monitoring Report 05.21.10 7 6 ASBESTOS REFERENCES ASTM International, Standard Practice for Visual Inspection of Asbestos Abatement Projects, Designation: E 1368-00. Colorado Department of Public Health and Environment, Regulation Number 8, Part B - Emission Standards for Asbestos, Effective January 30, 2008. Occupational Safety and Health Administration, Asbestos Regulations for the Construction Industry, 29 CFR Part 1926.1101, 1994. United States Environmental Protection Agency, Asbestos-Containing Materials in Schools; Final Rule and Notice (Asbestos Hazard Emergency Response Act – AHERA) 40 CFR Part 763.80-99, 1990. United States Environmental Protection Agency, National Emission Standards for Hazardous Air Pollutants, 40 CFR Part 61.140-157. Environmental Scientists and Engineers, LLC an ecology and environment company APPENDIX A PROJECT AIR MONITORING Field Sample Sheets Laboratory Results Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak Backgrounds 3/10/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM A B WALSH 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.00 / 100 Air Monitoring Report - Background Environmental Scientists and Engineers, LLC 031010-01 B-04 10' from E, center 10.12 10.02 10.07 9:27 11:43 136 1370 11.0 100 0.002 0.004 PCM TEM 031010-02 B-03 8' from E, center 10.19 9.96 10.08 9:27 11:43 136 1370 14.5 100 0.002 0.005 PCM TEM 031010-03 113 6' from S, 25' from E 10.08 9.97 10.03 9:30 11:47 137 1373 12.0 100 0.002 0.004 PCM TEM Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-1 4/6/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F WALSH 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 040610-01 F-1, 6' from W, center 10.11 9.20 9.66 10:38 12:48 130 1255 23.5 100 0.002 0.009 PCM TEM 040610-02 F-1, 12' from W, center 10.06 9.72 9.89 10:38 12:48 130 1286 18.5 100 0.002 0.007 PCM TEM 040610-03 F-1, center, center 10.11 10.12 10.12 10:38 12:48 130 1315 19.0 100 0.002 0.007 PCM TEM Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-2 4/12/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 041210-01 B-04 20' from W, center 10.12 10.00 10.06 13:07 15:12 125 1258 10.5 100 0.002 0.004 PCM TEM 041210-02 B-04 center, center 9.97 9.64 9.81 13:07 15:12 125 1226 15.0 100 0.002 0.006 PCM TEM 041210-03 B-04 12' from E, center 10.13 10.08 10.11 13:07 15:12 125 1263 6.5 100 0.002 0.003 PCM TEM Page 1 of 2 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 189764-1 Project # / P.O. # 900055.7963.010 Project Description: Michael Castell RES 189764-1 Sincerely, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 DDA 140 E. Oak St. April 13, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RESI-ENV www.reilab.com Page 2 of 2 TABLE : PCM NIOSH 7400 FIBER COUNT ANALYSIS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Air Fields Fiber Fiber Limit Fiber ID Number ID Number Volume Analyzed Count Density of Concentration Sampled Detection (L) (F/mm2) (F/cc) (F/cc) 900055.7963.010-041210-01 EM 555845 1258 100 10.5 13.38 0.002 0.004 900055.7963.010-041210-02 EM 555846 1226 100 15 19.11 0.002 0.006 900055.7963.010-041210-03 EM 555847 1263 100 6.5 8.28 0.002 0.003 900055.7963.010-041210-04 EM 555848 1240 100 10 12.74 0.002 0.004 900055.7963.010-041210-05 EM 555849 1234 100 11 14.01 0.002 0.004 900055.7963.010-041210-06 EM 555850 0 100 0 BDL ---- ---- 900055.7963.010-041210-07 EM 555851 0 100 0 BDL ---- ---- * Unless otherwise stated sample analyses have been blank corrected. DDA 140 E. Oak St. PCM 7400 A, Issue 2 Laboratory Quarterly Coefficient Variation (CV) by Fiber Count Range - October 1, 2009 - December 31, 2009 0-10 CV = 0.27 10-20 CV = 0.23 20-40 CV = 0.16 40-80 CV = 0.12 > 80 = 0.09 2 Hour April 13, 2010 April 13, 2010 900055.7963.010 RESERVOIRS ENVIRONMENTAL, INC. AIHA Certificate of Accreditation #480, Lab ID 101533 RES 189764-1 Walsh Environmental - (F.C.) CBR = Cannot Be Read BDL = Below Detection Limit _______ Data QA Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-4 4/19/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 041910-01 E end, 8' from E, center 10.77 10.69 10.73 12:35 14:36 121 1298 16.5 100 0.002 0.006 PCM TEM 041910-02 N side of bar, 4' from E, center 11.01 10.80 10.91 12:35 14:36 121 1320 12.5 100 0.002 0.005 PCM TEM 041910-03 N side of bar, 4' from W, center 11.01 10.46 10.74 12:35 14:36 121 1299 31.0 100 0.002 0.012 PCM TEM Page 1 of 2 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 190101-1 Project # / P.O. # 900055.7963.010 Project Description: Mike Castell RES 190101-1 Sincerely, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 140 East Oak Street April 20, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RESI-ENV www.reilab.com Page 2 of 2 TABLE : PCM NIOSH 7400 FIBER COUNT ANALYSIS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Air Fields Fiber Fiber Limit Fiber ID Number ID Number Volume Analyzed Count Density of Concentration Sampled Detection (L) (F/mm2) (F/cc) (F/cc) 900055.7963.010.041910-01 EM 559169 1298 100 16.5 21.02 0.002 0.006 900055.7963.010.041910-02 EM 559170 1320 100 12.5 15.92 0.002 0.005 900055.7963.010.041910-03 EM 559171 1299 100 31 39.49 0.002 0.012 900055.7963.010.041910-04 EM 559172 1384 100 19.5 24.84 0.002 0.007 900055.7963.010.041910-05 EM 559173 1290 100 14.5 18.47 0.002 0.006 900055.7963.010.041910-06 EM 559174 0 100 0 BDL ---- ---- 900055.7963.010.041910-07 EM 559175 0 100 0 BDL ---- ---- * Unless otherwise stated sample analyses have been blank corrected. 140 East Oak Street PCM 7400 A, Issue 2 Laboratory Quarterly Coefficient Variation (CV) by Fiber Count Range - October 1, 2009 - December 31, 2009 0-10 CV = 0.27 10-20 CV = 0.23 20-40 CV = 0.16 40-80 CV = 0.12 > 80 = 0.09 2 Hour April 20, 2010 April 20, 2010 900055.7963.010 RESERVOIRS ENVIRONMENTAL, INC. AIHA Certificate of Accreditation #480, Lab ID 101533 RES 190101-1 Walsh Environmental - (F.C.) CBR = Cannot Be Read BDL = Below Detection Limit _______ Data QA Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-4 4/21/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.50 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 042110-01 E end of containment, 10' from E center 11.01 10.63 10.82 7:54 10:11 137 1482 17.5 100 0.002 0.006 PCM TEM 042110-02 N side of bar, 4' from E, center 11.14 10.26 10.70 7:54 10:11 137 1466 16.0 100 0.002 0.005 PCM TEM Page 1 of 2 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 190203-1 Project # / P.O. # 900055.7963.010 Project Description: Michael Castell RES 190203-1 Sincerely, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (Boulder) 4888 Pearl E. Circle Suite 108 Boulder CO 80301 140 East Oak Street April 22, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RESI-ENV www.reilab.com Page 2 of 2 TABLE : PCM NIOSH 7400 FIBER COUNT ANALYSIS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Air Fields Fiber Fiber Limit Fiber ID Number ID Number Volume Analyzed Count Density of Concentration Sampled Detection (L) (F/mm2) (F/cc) (F/cc) 900055.7963.010-042110-01 EM 560304 1482 100 17.5 21.66 0.002 0.006 900055.7963.010-042110-02 EM 560305 1466 100 16 19.75 0.002 0.005 900055.7963.010-042110-03 EM 560306 1495 100 10 12.10 0.002 0.003 900055.7963.010-042110-04 EM 560307 1498 100 12 14.65 0.002 0.004 900055.7963.010-042110-05 EM 560308 1469 100 7.5 8.92 0.002 0.002 900055.7963.010-042110-06 EM 560309 0 100 0 BDL ---- ---- 900055.7963.010-042110-07 EM 560310 0 100 1 BDL ---- ---- * Unless otherwise stated sample analyses have been blank corrected. 140 East Oak Street PCM 7400 A, Issue 2 Laboratory Quarterly Coefficient Variation (CV) by Fiber Count Range - October 1, 2009 - December 31, 2009 0-10 CV = 0.27 10-20 CV = 0.23 20-40 CV = 0.16 40-80 CV = 0.12 > 80 = 0.09 2 Hour April 21, 2010 April 21, 2010 900055.7963.010 RESERVOIRS ENVIRONMENTAL, INC. AIHA Certificate of Accreditation #480, Lab ID 101533 RES 190203-1 Walsh Environmental - (Boulder) CBR = Cannot Be Read BDL = Below Detection Limit _______ Data QA Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-5 4/27/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 0.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 042710-01 Womens room center 10.00 9.90 9.95 10:24 12:30 126 1254 18.0 100 0.002 0.007 PCM TEM 042710-02 Mens room center 10.04 9.94 9.99 10:24 12:30 126 1259 8.0 100 0.002 0.003 PCM TEM 042710-03 Hallway, 8' from N, center 10.12 10.20 10.16 10:24 12:31 127 1290 19.0 100 0.002 0.007 PCM TEM Page 1 of 2 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 190498-1 Project # / P.O. # 900055.7963.010 Project Description: Michael Castell RES 190498-1 Sincerely, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 140 East Oak Street April 28, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RESI-ENV www.reilab.com Page 2 of 2 TABLE : PCM NIOSH 7400 FIBER COUNT ANALYSIS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Air Fields Fiber Fiber Limit Fiber ID Number ID Number Volume Analyzed Count Density of Concentration Sampled Detection (L) (F/mm2) (F/cc) (F/cc) 900055.7963.010.042710-01 EM 563398 1254 100 18 22.93 0.002 0.007 900055.7963.010.042710-02 EM 563399 1259 100 8 10.19 0.002 0.003 900055.7963.010.042710-03 EM 563400 1290 100 19 24.20 0.002 0.007 900055.7963.010.042710-04 EM 563401 1276 100 19.5 24.84 0.002 0.007 900055.7963.010.042710-05 EM 563402 1267 100 18 22.93 0.002 0.007 900055.7963.010.042710-06 EM 563403 0 100 0 BDL ---- ---- 900055.7963.010.042710-07 EM 563404 0 100 0 BDL ---- ---- * Unless otherwise stated sample analyses have been blank corrected. 140 East Oak Street PCM 7400 A, Issue 2 Laboratory Quarterly Coefficient Variation (CV) by Fiber Count Range - October 1, 2009 - December 31, 2009 0-10 CV = 0.27 10-20 CV = 0.23 20-40 CV = 0.16 40-80 CV = 0.12 > 80 = 0.09 2 Hour April 27, 2010 April 27, 2010 900055.7963.010 RESERVOIRS ENVIRONMENTAL, INC. AIHA Certificate of Accreditation #480, Lab ID 101533 RES 190498-1 Walsh Environmental - (F.C.) CBR = Cannot Be Read BDL = Below Detection Limit _______ Data QA Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak F-3 4/28/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 2.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 042810-01 Lodge room, 15' from W, center 10.72 10.13 10.43 11:00 13:27 147 1532 45.0 100 0.002 0.014 PCM TEM 042810-02 Lodge room, center 10.70 10.75 10.73 11:00 13:27 147 1577 37.5 100 0.002 0.011 PCM TEM 042810-03 Lodge room, 10' from E, center 10.89 10.76 10.83 11:00 13:27 147 1591 60.5 100 0.002 0.018 PCM TEM Sample # Project Building Location Date Activity/ Comments Sample Location/Description Sample Media *Area/ Personal *Project Status Pre- Calibr Post Calibr Avg Flow Rate (lpm) Start Time Stop Time Total Minutes Total Volume Lab Code Analytical Method Fibers Fields PCM Result (f/cc) 900055.7963.010 140 East Oak S-1 4/28/2010 All samples have prefix 900055.7963.010- AMS Mike Castell Limit of Detection Sample Set Information PCM F F RESI 7400 A Tem Result (s/mm2) Comments Avg Blanks/ Fields 2.00 / 100 Air Monitoring Report - Final Environmental Scientists and Engineers, LLC 042810-08 2' from S, center 9.98 10.23 10.11 11:54 14:08 134 1354 27.0 100 0.002 0.009 PCM TEM 042810-09 2' from N, center 9.92 10.02 9.97 11:54 14:08 134 1336 29.0 100 0.002 0.010 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Page 1 of 2 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 190582-1 Project # / P.O. # 900055.7963.010 Project Description: Michael Castell RES 190582-1 Sincerely, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 140 East Oak Street April 29, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 2 1-866-RESI-ENV www.reilab.com Page 2 of 2 TABLE : PCM NIOSH 7400 FIBER COUNT ANALYSIS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Air Fields Fiber Fiber Limit Fiber ID Number ID Number Volume Analyzed Count Density of Concentration Sampled Detection (L) (F/mm2) (F/cc) (F/cc) 900055.7963.010.042810-01 EM 564185 1532 100 45 56.05 0.002 0.014 900055.7963.010.042810-02 EM 564186 1577 100 37.5 46.50 0.002 0.011 900055.7963.010.042810-03 EM 564187 1591 100 60.5 75.80 0.002 0.018 900055.7963.010.042810-04 EM 564188 1568 100 46 57.32 0.002 0.014 900055.7963.010.042810-05 EM 564189 1571 100 79 99.36 0.002 0.024 900055.7963.010.042810-06 EM 564190 0 100 0 BDL ---- ---- 900055.7963.010.042810-07 EM 564191 0 100 0 BDL ---- ---- 900055.7963.010.042810-08 EM 564192 1354 100 27 33.12 0.002 0.009 900055.7963.010.042810-09 EM 564193 1336 100 29 35.67 0.002 0.010 900055.7963.010.042810-10 EM 564194 0 100 4 BDL ---- ---- 900055.7963.010.042810-11 EM 564195 0 100 0 BDL ---- ---- * Unless otherwise stated sample analyses have been blank corrected. 140 East Oak Street PCM 7400 A, Issue 2 Laboratory Quarterly Coefficient Variation (CV) by Fiber Count Range - October 1, 2009 - December 31, 2009 0-10 CV = 0.27 10-20 CV = 0.23 20-40 CV = 0.16 40-80 CV = 0.12 > 80 = 0.09 2 Hour April 28, 2010 April 28, 2010 900055.7963.010 RESERVOIRS ENVIRONMENTAL, INC. AIHA Certificate of Accreditation #480, Lab ID 101533 RES 190582-1 Walsh Environmental - (F.C.) CBR = Cannot Be Read BDL = Below Detection Limit _______ Data QA Page 1 of 3 Laboratory Code: RES Subcontract Number: NA Laboratory Report: RES 190663-1 Project # / P.O. # 0601-00156 Project Description: Michael Castell RES 190663-1 Sincerely, April 30, 2010 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Jeanne Spencer Orr President Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. Walsh Environmental - (F.C.) 2629 Redwing Rd. , Suite 280 Ft. Collins CO 80526 140 East Oak Street P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 3 1-866-RESI-ENV www.reilab.com RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 101896-0; TDH: #30-0015 TABLE I. TEM AIR FILTER SAMPLE DATA AND ANALYTICAL RESULTS RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Date Samples Analyzed: Client Lab Area Air Number of Analytical Asbestos Filter ID Number ID Number Analyzed Volume Asbestos Sensitivity Concentration Loading Sampled Structures Detected (mm2) (L) (s/cc) (s/cc) (s/mm2) 900055.7963.010.042910-0 EM 564891 0.0660 1218 2 0.0048 0.0096 30.3 900055.7963.010.042910-0 EM 564892 0.0660 1251 1 0.0047 0.0047 15.2 900055.7963.010.042910-0 EM 564893 0.0660 1238 2 0.0047 0.0094 30.3 900055.7963.010.042910-0 EM 564894 0.0660 1266 ND 0.0046 BAS BAS 900055.7963.010.042910-0 EM 564895 0.0660 1239 ND 0.0047 BAS BAS 900055.7963.010.042910-0 EM 564896 NA 0 NA ---- ---- ---- 900055.7963.010.042910-0 EM 564897 NA 0 NA ---- ---- ---- NA = Not Analyzed Filter Material = Mixed Cellulose Ester ND = None Detected Filter Diameter = 25 mm BAS = Below Analytical Sensitivity Effective Filter Area = 385 sq mm Average Grid Opening in mm 2 = 0.011 DATA QA April 29, 2010 RES 190663-1 0601-00156 140 East Oak Street TEM, AHERA 6 Hour Walsh Environmental - (F.C.) April 29, 2010 Page 2 of 3 RESERVOIRS ENVIRONMENTAL, INC. NVLAP Lab Code 101896-0; TDH: #30-0015 TABLE II. SUMMARY OF ANALYTICAL DATA RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Analysis Type: Turnaround: Client Lab Asbestos Structures **Excluded Asbestos ID Number ID Number Mineral >5 Microns Structures Structures Asbestos Structure Types* in Length for Fibers Bundles Clusters Matrices Concentration 900055.7963.010.042910- EM 564891 Chrysotile 0 1 0 1 0 0 2 900055.7963.010.042910- EM 564892 Chrysotile 0 0 0 1 0 0 1 900055.7963.010.042910- EM 564893 Chrysotile 0 0 1 1 0 0 2 900055.7963.010.042910- EM 564894 ND 0 0 0 0 0 0 0 900055.7963.010.042910- EM 564895 ND 0 0 0 0 0 0 0 900055.7963.010.042910- EM 564896 NA 900055.7963.010.042910- EM 564897 NA *See Analytical Procedure for definitions **C = Excluded from total due to lack of confirmation **L = Excluded from total for length less than 0.5 micron (AHERA only) **A = Excluded from total due to incorrect aspect ratio ND = None Detected RES 190663-1 Walsh Environmental - (F.C.) 6 Hour TEM, AHERA 0601-00156 140 East Oak Street April 29, 2010 Page 3 of 3 File: Shared on server T/Offforms.sg/Attachment I Revised: 02/18/2009 Attachment I Key to Count Sheets Count Sheets Analytical Procedures Structures identifications consist of an Asbestos Type followed by a Structure Type Asbestos Type Structure Types A = amosite F = fiber An = anthophyllite B = bundle C = chrysotile C = cluster Cr = crocidolite M = matrix T = tremolite ND = no structures detected M = other structure associated with a matrix NAM = Non Asbestos Mineral XGB = partly obscured by a grid bar Sizing Conversion 1 length unit = 5 mm on screen = 0.278 micron 1.80 length units = 0.5 micron 18.0 length units = 5 microns 1 width unit = 1 mm on screen = 0.0556 micron TEM Analysts Jeanne S. Orr Paul D. LoScalzo Nathan DelHierro Mark Steiner Angela Heitger Norberto Zimbleman Renee Cortez Alex Kim TEM Confidence Limits 0 5 10 15 20 25 30 35 0 5 10 15 20 Number of Structures Counted 95% Confidence Bounds for No. of Structures Upper and lower 95% confidence bounds for the number of structures counted assuming a Poisson distribution. File: Shared on server T/Offforms.sg/AHERA Procedures Revised: 02/27/02 Analytical Procedures – AHERA Transmission electron microscopy/energy dispersive X-ray spectrometry/selected area electron diffraction (TEM/EDX/SAED) was employed in the analysis of the samples, which were collected on 25 mm mixed cellulose ester air filters. A portion of each filter was collapsed with acetone and etched in a plasma asher. The etched filter was then coated with a thin layer of carbon in a carbon side down. The sample was then placed inside a condensation washer and treated with acetone to remove the filter matrix and expose any inert material. For each sample, enough grid openings on a 200 mesh TEM grid are analyzed to ensure an analytical sensitivity of at least 0.005 structures/cc. A minimum of four grid openings from two preparations are analyzed for each sample. The grid openings are searched for fibrous structures which, if present are analyzed by SAED and/or EDX (elemental analysis). The AHERA protocol requires SAED confirmation of enough chrysotile asbestos structures on each sample to cause the sample to exceed 70 structures/mm2 (usually 4 or 5 structures). Both SAED and EDX confirmation are required of enough amphibole structures on each sample to cause the sample to exceed 70 structures/mm2 (usually 4 or 5 structures) per sample. Either SAED or EDX is required for the remaining asbestos structures of either type. The morphology of each structure is determined and the length and the diameter of any asbestos structures are recorded. Asbestos fibers, bundles, cluster and matrices were identified and recorded. The asbestos structures have been defined in AHERA as follows: Fiber: is a structure having a minimum length greater than or equal to 0.5 micron with an aspect ratio of 5:1 or greater with substantially parallel sides. Bundle: is a structure composed of three or more fibers in parallel arrangement, with each fiber closer than the diameter of one fiber. Cluster: is a structure with fibers in random arrangements such that all fibers are intermixed and no single fiber is isolated from the group. Matrix: is a fiber or fibers with one end free and the other end embedded or hidden by a particulate. The exposed fiber end must meet the fiber definition given above. If more than 50 asbestos structures are identified and confirmed on a sample, AHERA analysis may be terminated after completion of the grid opening, which contains the 50th structure. AHERA protocol requires the laboratory to reject any clearance sample which contains in excess of 25% total particulate loading or which appears to be unevenly loaded. The AHERA protocol includes specific sampling requirements, including minimum numbers of samples and minimum air volumes. Specifically, the 70 structures/mm2 clearance criteria is only allowed for sets five inside samples (collected in a group of 13 samples including: five outsides and three blanks) with volumes greater than 1200 liters (40 CFR Part 763, page 41894). Deviation from the AHERA sampling protocol may affect the validity of the analytical results. Analysis of samples collected by non-protocol methods are not accredited by NVLAP Equations Used for Calculations Area Analyzed, mm 2 = # GO counted x Average GO Area (mm) Concentration, s/cc = # Asbestos Structures X 1 X Eff. Filter Area (mm 2 ) X 1L # GO Counted Volume (L) Average GO area (mm 2 ) 1000cc Filter loading, s/mm2 = # Asbestos structures Area Analyzed (mm 2 ) GO = TEM grid opening Environmental Scientists and Engineers, LLC an ecology and environment company APPENDIX B CONSULTANT DAILY LOGS AND CHECKLISTS Filed Inspection Reports Pre-abatement Inspection Checklists Final Visual Inspection Checklists Environmental Scientists and Engineers, LLC an ecology and environment company APPENDIX C CONSULTANT PERSONNEL QUALIFICATIONS Annual CDPHE Asbestos Consultant Firm Certification Annual USEPA AHERA Training Annual CDPHE Certifications Environmental Scientists and Engineers, LLC an ecology and environment company APPENDIX D ABATEMENT CONTRACTOR SUBMITTALS Pre-Start Submittals Project Permit Project Design Annual USEPA AHERA Training Annual CDPHE Certifications Project Daily Submittals P.O. Box 253 • Morrison, Colorado 80465 • Phone: (303) 932-8484 • Fax: (303) 932-8585 ASBESTOS ABATEMENT PROJECT DESIGN Prepared for: Veolia ES Special Services 9131 E 96th Ave., Unit B2 Henderson, CO 80640 Project: Asbestos Abatement of Various Building Materials Fort Collins Elks Lodge 140 East Oak St. Fort Collins, Colorado March 1, 2010 Prepared by: Koch Environmental Health, Inc. PO Box 253 Morrison, CO 80465 (303) 932-8484 2 PROJECT SPECIFIC ASBESTOS ABATEMENT PROJECT DESIGN Elks Lodge 140 East Oak St. Fort Collins, Colorado SIGNATURE PAGE Project Name: Elks Lodge, 140 Oak Street, Fort Collins, Colorado Location: Elks Lodge, 140 Oak Street, Fort Collins, Colorado PREPARED AND APPROVED BY: Signature: Date: 3/23/10 John Van Wazer, Koch Environmental Health, Inc. Asbestos Project Designer Cert No. 6396 Signature: Date: Veolia ES Special Services Asbestos Project Supervisor 3 PURPOSE This asbestos abatement Project Design has been developed in support of asbestos abatement operations to be conducted at the Fort Collins Elks Lodge at 140 Oak Street in Fort Collins, Colorado (the Site). This document describes general and specific asbestos abatement procedures to be employed by Veolia ES Special Services (Veolia) at the Site. It is the intent of this Project Design to describe procedures which allow Veolia to conduct the removal of identified asbestos-containing materials and asbestos-contaminated items/materials within the Site in a safe and responsible manner in accordance with all applicable federal, state and local regulations. As personnel and environmental health and safety are of highest priority on this project, this Project Design has been developed such that it meets or exceeds the requirements of applicable regulatory agencies, including the Environmental Protection Agency (EPA), the Occupational Safety and Health Administration (OSHA), and the Colorado Department of Public Health and Environment (CDPHE). Air monitoring, visual inspection, and other industrial hygiene functions will be performed by Koch Environmental Health, Inc. PROJECT DESCRIPTION The purpose of this Project Design is to describe procedures and work practices for asbestos removal operations at the Site. Identified Asbestos Containing Materials (ACM) to be removed at the Site include the following: ACM Type Quantit y (ft2) Location 9X9 floor tile 56 First floor 115 White plaster 410 First floor 130 Spray-applied texture 10,119 Basement Bowling area, foyer, First, second, third floors Plaster material 500 First floor 113 Brown flooring 350 First floor 113 Scope of Work The scope of work for this project is the proper, safe removal and disposal of the above- referenced asbestos-containing materials and asbestos-contaminated items/materials from the subject property All ACM shall be abated per the requirements of Section III.C, Project Requirements, of State of Colorado Regulation No. 8 Part B, The Control of Asbestos (hereafter referred to as CDPHE Regulation 8) and in accordance with customary safe and responsible work practices. The containments and abatement procedures shall meet or exceed all of the requirements contained within Colorado Regulation #8. Any alterations to full containment requirements established with Colorado Regulations #8 shall be applied for and approved by KEH and CDPHE prior to commencing work activities. A minimum of 0.03 (inches of water) negative pressure will be maintained in each full containment enclosure. The following calculation applies to the work areas with respect to air changes per hour and the minimum number of negative air machines allowed for each work area: Work Area 1 – Basement ceiling texture: 32,180 cu. ft. / 1500 (neg, air machine capacity) = 22 / 60 minutes = 0.36 X 4 air changes per hour = 1,4 neg. air machines + 1 backup = 3 negative pressure air machines. 4 Work Area 2 – First Floor 115 1000 cu. ft. / 1500 (neg, air machine capacity) = 0.67 / 60 minutes = 0.01 X 4 air changes per hour = 0.04 neg. air machines = 1 negative pressure air machines. Work Area 3 – First Floor plaster: 1600 cu. ft. / 1500 (neg, air machine capacity) = 1.06 / 60 minutes = 0.17 X 4 air changes per hour = 0.7 neg. air machines = 1 negative pressure air machines. Work Area 4 – First Floor East ceiling texture: 14,000 cu. ft. / 1500 (neg, air machine capacity) = 9.3 / 60 minutes = 0.16 X 4 air changes per hour = 0.6 neg. air machines = 1 negative pressure air machines – Veolia to establish 3 negative air machines + 1 backup Work Area 5 – Second Floor ceiling texture, including 3rd floor loft/mezzanine: 85,310 cu. ft. / 1500 (neg, air machine capacity) = 56.9 / 60 minutes = 0.95 X 4 air changes per hour = 3.8 neg. air machines = 4 negative pressure air machines – Veolia to establish 4 negative air machines + 1 backup Note: Project specifications require negative pressure of 0.03 inches of water; Veolia will install sufficient negative air machines to achieve 0.03 inches of water negative pressure as measured by calibrated manometer prior to any active abatement and subject to visual inspection and verification by AMS. All removal work will be performed by Veolia, a licensed General Abatement Certificate (GAC) holder, utilizing properly trained and certified workers. All work will be performed in accordance with all applicable federal, state and local regulations, and will, at a minimum, conform to the requirements set forth in CDPHE Regulation #8, EPA 40 CFR Part 763, and OSHA Regulations 29 CFR 1910.1001 and 1926.1101. NOTIFICATIONS AND SUBMITTALS A current emissions permit as required by CDPHE Regulation Number 8 (hereafter referred to as Reg. 8) has been applied for and shall be maintained on Site by Veolia. Any variance requests anticipated by Veolia on this project shall first be approved by Koch Environmental Health, Inc. (KEH). Worker certifications/qualifications, work area sketches, negative pressure calculations, etc. will be provided and attached in the appropriate Attachment section of this abatement Project Design. MATERIALS/EQUIPMENT Materials and equipment to be used for asbestos abatement include the materials necessary to erect containment barriers, perform removal, perform cleaning tasks, and protect employees. Selection and use of PPE and respiratory equipment will depend on the results of exposure monitoring and the type and condition of asbestos being removed. Project-specific materials and equipment will be defined for each specific work area as necessary. Typically, materials and equipment will consist of: 5 • Polyethylene sheeting (6 mil, 4 mil thicknesses, fire retardant as necessary); • Industrial-strength duct tape and spray-adhesive; • HEPA-filtered vacuums; • Portable HEPA-filtered negative air machine(s) (NAMs) and associated exhaust tubing; • Portable, three-chambered personnel decontamination unit with associated plumbing, heating, and filtration equipment • Appropriate warning signs; warning signs as required by OSHA will bear the following information: DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA; • Labeled waste disposal bags; warning labels as required by OSHA for all waste containers will bear the following information: DANGER CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD; • Appropriate PPE (for asbestos work, exclusive of anti-Cs) will include, but not be limited to, protective coveralls (i.e. tyvek), gloves, steel-toed boots, safety glasses/goggles and face shields, hard hats, and other gear as appropriate; • Respiratory protection includes respirator face-piece and associated filtration cartridges. NOTE: VEOLIA WILL ADHERE TO AND COMPLY WITH THE MOST CURRENT VERSION OF THE Veolia RESPIRATORY PROTECTION PROGRAM. RESPIRATORS AND ASSOCIATED MEDICAL SURVEILLANCE, FIT TESTS, AND TRAINING WILL BE PROVIDED BY RFETS and/or THE WGT IN ACCORDANCE WITH THE SITE RESPIRATORY PROTECTION PROGRAM. RESPIRATORY PROTECTION WILL, AT A MINIMUM, CONSIST OF FULL-FACE, NEGATIVE PRESSURE MASK WITH HEPA/P-100 CARTRIDGES (MAGENTA IN COLOR). • Tools necessary to perform abatement will include the following: • manual scrapers • rubber dustpans and shovels • squeegees • ladders • airless sprayers • water spray pumps • retractable razor knives • nylon brushes • scrub pads • surfactant-amended water • encapsulant • others as necessary; • OSHA-acceptable ladders, scaffolds, and associated safety equipment will be used in various work areas on this project. These items will be identified in area-specific work Project Designs as appropriate. 6 WORK AREA ACCESS Veolia will control access to all regulated work areas to prevent unauthorized access by the use of warning signs, barricades, and controlled entry/exit logs. Veolia will maintain a current log of all entering/exiting the work area and will post Asbestos Worker certification cards for all workers prominently outside of containment barriers. Veolia will post a list of names and phone/radio numbers of key personnel, including the Supervisor and AMS, involved in the abatement project at the entrance to the clean room both inside and outside of any affected regulated work areas. WORK PRACTICES All ACM willshall be abated per the requirements of Section III.C, Project Requirements, of State of Colorado Regulation No. 8 Part B, The Control of Asbestos (hereafter referred to as CDPHE Regulation 8) and in accordance with customary safe and responsible work practices. The containments and abatement procedures shall meet or exceed all of the requirements contained within Colorado Regulation #8. All operations conducted during this project will be done such that NO VISIBLE OR FUGITIVE EMISSIONS are released from the Site. Work Practices and Procedures: A. Required Notifications – Veolia has applied for an approved asbestos abatement emissions permit from CDPHE for this project. A copy of the permit will be prevalently displayed on site. B. All workers will be trained and certified as Asbestos Workers in the State of Colorado; a certified Asbestos Supervisor will be on site at all times during the abatement process. C. Personal Protective Equipment (PPE) and decontamination procedures used by Site personnel will conform to conventional procedures for asbestos removal (e.g. protective suits sans street clothes, three-stage decontamination, respiratory protection, level C protection, etc.) D. All work for this project will be done in accordance with the most current provisions of CDPHE Regulation No. 8, “The Control of Hazardous Air Pollutants”, Part B Emissions Standard for Asbestos (hereafter referred to as CDPHE Regulation No. 8), including mobilization, enclosure/containment erection, asbestos abatement, disposal, and tear-down/demobilization. E. Veolia will conduct abatement by erecting full containments in each work area where friable asbestos is being removed. Non-friable floor tile will be removed in secondary containment with established negative pressure per project requirements. F. Removal of ceiling texture will be done under full containment procedures as described in Section III of CDPHE Regulation No. 8 G. Waste will be submitted to a landfill approved for accepting asbestos waste. Veolia will provide the property Owner with waste manifests upon receipt from the landfill. See the attached diagram for Veolia proposed placement of the negative air machines (NAMs), waste load-out area, and personnel decontamination unit(s). 7 INDUSTRIAL HYGIENE CONTROLS Industrial Hygiene controls will be the responsibility of the Building Owner. WASTE HANDLING Waste Handling: All asbestos and asbestos waste shall be properly packaged, stored, and transferred to an acceptable landfill at the conclusion of the project. All disposal manifests shall be submitted to the OWNER once signed copies are received from the disposal facility. RESPIRATORY PROTECTION PLAN Veolia shall maintain a copy of their most recent respiratory protection Plan on Site for review for the duration of the project. EMPLOYEE TRAINING All Veolia personnel assigned to this project will hold and maintain current certifications for asbestos work (e.g. Asbestos Supervisor, Asbestos Worker) in accordance with CDPHE Regulation No. 8 requirements and those contained in 29 CFR 1926.1101. Veolia will ensure that all personnel that wear respiratory protection will be trained, have current physicals for, and will be fit-tested for respiratory protection in accordance with the provisions of 29 CFR 1910.134. MEDICAL SURVEILLANCE In accordance with 29 CFR 1926.1101 and 1926.62, all Veolia personnel will have current medical documentation as to their physical status, inclusive of pulmonary function and lung X- rays (if applicable), for asbestos workers and/or blood lead and ZPP levels for lead workers. Veolia will ensure that all personnel that wear respiratory protection will be trained, have current physicals for, and will be fit-tested for respiratory protection in accordance with the provisions of 29 CFR 1910.134. Copies of employee respiratory protection training records, medical surveillance, and fit tests will be provided to the KEH Representative prior to the start of abatement. HAZARD COMMUNICATION Veolia Contracting shall maintain on Site their Hazard Communication Program and at all times, shall adhere to the requirements contained therein. MSDS for all chemicals used by Veolia will also be maintained by Veolia on Site. EMERGENCY PLAN Veolia shall develop and post a copy of an emergency plan for the work of this project. This plan shall include, at a minimum, emergency contacts and telephone numbers, including the designated healthcare provider for workplace injuries. . APPENDIX A - WORK AREA DESCRIPTIONS AND SCHEMATICS APPENDIX B – CERTIFICATES AND PERMITS 10 * _ [__ j ( 1 TV c sWalsh RACM FLOOR K_KJ SPRAY DN TILE try ACOUSTICAL HEAT SHIELD Environmental Scientists and Engineers, LLC SCA1£ : I/If = r-0' 140 East Oak Street: Basement Level Datei 09/03/09 Project No. 7955.010 Figure. 1 Dra.n By Checked By Sheet 1 of 4 Environmental Scientists and Engineers. LLC RACM FLOOR | TILE \ SPRAY DN 3 ACOUSTICAL HEAT SHIELD SHEET VINYL FLOORING SCA1I : 1/16' = 1'-(T 140 East Oak Street: First Level Date By Date. 09/03/09 Project No. 7955.010 Figure' 2 Drowr, By. Checked By Sheet g of 4 RACM FLOOR KJ-CJ SPRAY DN | TILE K-H-JftCDUSTICAL HEAT SHIELD Environmental Scientists and Engineers, LLC SC«£ : 1/16' = I'-o' 140 East Oak Street: Second Level Dote. 09/03/09 Project No. 7955.010 Flgurei 3 Drown By. Checked By. Sheet 3 of 4 Environmental Scientists and Engineers, LLC RACM FLOOR K-KJ SPRAY DN TILE K-HJ ACOUSTICAL HEAT SHIELD SCAlf : 1/16" = I'-O" 140 East Oak Street: Third Level By Late. 09/03/09 Project No. 7955.010 Figure. 4 Drown By. Checked By Sheet 4 of 4 Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 042810-04 Hallway between lodge room and lounge, center 10.70 10.64 10.67 11:00 13:27 147 1568 46.0 100 0.002 0.014 PCM TEM 042810-05 Lounge, center 10.88 10.49 10.69 11:00 13:27 147 1571 79.0 100 0.002 0.024 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 042710-04 Library, 8' from N, center 10.07 10.03 10.05 10:24 12:31 127 1276 19.5 100 0.002 0.007 PCM TEM 042710-05 Library 8' from S, center 9.99 9.96 9.98 10:24 12:31 127 1267 18.0 100 0.002 0.007 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 042110-03 N side of bar, 3' from W, center 11.08 10.75 10.92 7:54 10:11 137 1495 10.0 100 0.002 0.003 PCM TEM 042110-04 Men's room, center 11.05 10.82 10.94 7:54 10:11 137 1498 12.0 100 0.002 0.004 PCM TEM 042110-05 Men's room, @ doorway, center 11.09 10.35 10.72 7:54 10:11 137 1469 7.5 100 0.002 0.002 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 041910-04 Men's room, 4' from E, center 10.96 11.91 11.44 12:35 14:36 121 1384 19.5 100 0.002 0.007 PCM TEM 041910-05 Men's room @ doorway, center 10.70 10.63 10.67 12:35 14:36 121 1290 14.5 100 0.002 0.006 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 041210-04 B-03 4' from W, 15' from S 10.05 9.79 9.92 13:07 15:12 125 1240 10.0 100 0.002 0.004 PCM TEM 041210-05 B-03 10' from E, 8' from N 9.99 9.75 9.87 13:07 15:12 125 1234 11.0 100 0.002 0.004 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 040610-04 F-1, 16' from E, center 10.12 9.36 9.74 10:38 12:48 130 1266 14.5 100 0.002 0.006 PCM TEM 040610-05 F-1, 8' from E, center 10.20 10.09 10.15 10:38 12:48 130 1319 12.0 100 0.002 0.004 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement 031010-04 103 10' from N, center 10.15 10.11 10.13 9:30 11:47 137 1388 18.0 100 0.002 0.006 PCM TEM 031010-05 214 12' from E, center 10.06 10.13 10.10 9:31 11:51 140 1413 15.0 100 0.002 0.005 PCM TEM 031010-06 202 10' from S, center 10.11 10.19 10.15 9:31 11:51 140 1421 12.5 100 0.002 0.004 PCM TEM Area/Personal: A=Ambient (non-restricted area) Sample, D=Personal Duration Sample, E=Personal Excursion Sample, F=Restricted Area Final Clearance Sample, Page 1 of 1 R=Restricted Area Sample During Abatement Project Status: B=Before Abatement, P=During Pre-Clean/Prep, D=During Removal/Abatement, C=Cleaning/Decontamination, F=Final Clearance, A=Post Abatement Certain abatement contractor obligations were based on agreements between the said contractor and solely to the owner. The activities performed by WALSH were limited to the scope of work Certain abatement contractor obligations were based on agreements between the said contractor and solely to the owner. The activities performed by WALSH were limited to the scope of work Milestone Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only Deadline Progress Elks Lodge Deconstruction Schedule_07 Page 1 Project: Elks Lodge Deconstructio Date: Fri 6/22/12 3. Erect Perimeter Protection / scaffolding w/ tarp sheet or equal. 4. Remove built up roof, decking and joists from masonry shell. Maintain (2) min. joists E-W @ each bearing. Remove masonry walls to 2nd floor elevation. 6. Remove built up roof, decking, joists from masonry shell. Remove wall bracing and masonry to 2nd floor. 5. Remove built up roof, decking & rafters, masonry shell, walls. Remove north & west walls to bearing elevation for new addition area. Concrete Walkways are to be closed to pedestrian traffic. uction start date: clare under and compl ture of owner, pa NOT WRIT ARTMENT OF R 1 ificate for which ect described b purchased, re ic works owne se of the exem te is required fo not be issued C to each of the URATELY COM unt No. (to be as CTOR INF State, Zip): ON INFO nization (as show ganization (City, empt organizatio oject site (give a r penalty of lete to the b artner or corpora TE BELOW REVENUE h you are apply elow. This exe nted, or consum ed and used by mption certificate or each contrac Certificates of E subcontractors MPLETE ALL ssigned by DOR) FORMAT Fe Bus ( ORMATIO wn on contract): State, Zip): on: ctual address wh Month Day f perjury in t best of my k te officer: THIS LINE ying must be us emption does n med by the con y the exempt or e will result in r ct. Exemption by t s. (See reverse BOXES WILL TION deral Employer’s siness telephone n ) ON Copies and (2) hen applicable an Year the second knowledge. E CONTR EXEM P Sectio sed only for the not include or a ntractor and wh rganization. revocation of y the Departmen e side). CAUSE THE A Perio Owner Conta s Identification N umber: s of contract o ) containing si Princi nd Cities and/or Estima compl d degree tha . Title o RACTOR FO MPTION C ursuant t on 39-26. e purpose of p apply to the pur hich do not bec your exemption nt of Revenue. APPLICATION od r, partner, or corpo act Person umber: or agreement p ignatures of c ipal contact’s tele County (ies) whe ated etion date: at the statem of corporate offic APPLICA OR CERTIFIC to Statute .114(1)(a) urchasing cons rchase or renta come part of th certificate and It is the respo N TO BE DENI 0 orate name: Bid amount $ Colorado with pages (1) iden contracting pa Exempt org 98 - ephone number: ere project is loc ments mad cer: ATION CATE e )(XIX) 6 DO NOT WR struction and b al of equipment he structure, hig d other penaltie nsibility of the IED. 0170-750 (9 for your contrac hholding tax accoun ntifying the co arties must be anization’s numb : cated) Month Day de in this ap D 6 RITE IN THIS SP building materia t, supplies, and ghway, road, es provided by prime contracto 999) $0.00 ct: nt number: ontracting part e attached. ber: y Year pplication a Date: PACE als d y or ties re "World Class People" City Budget Open Book Sustainability Connect: Facebook Twitter Flickr YouTube Feeds Email Subscriptions Legal: General Disclaimer | Copyright | Privacy | Accessibility Search Ceramics (including sinks and toilets): centers: City of Fort Collins Page 1 of 1 http://www.fcgov.com/recycling/centers.php?ID=51 7/10/2012 Addendum 1 7404 Elks Lodge Deconstruction Page 14 of 14