Specification 20209 - Division 2 and 31.pdf

DIVISION 02

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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SECTION 02 41 00

SITE DEMOLITION

PART 1 – GENERAL

1. RELATED DOCUMENTS

1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 Contractor shall salvage, remove and protect on behalf of the OWNER the following items:

1.2.1 Not Used

2. SUMMARY

2.1 Section includes the demolition of existing structures, removal of existing structures, pavements, and other items indicated on the drawings, specifications or both.

2.2 Related Sections include the following:

General Conditions and Supplementary Conditions of these Specifications Division 01 Section 01 30 00 “Administrative Requirements” Division 01 Section 01 50 00 “Temporary Facilities and Controls” Division 02 Section 02 45 00 “Asbestos Abatement” Division 02 Section 02 47 00 “Construction Waste Management” Division 02 Section 02 80 00 “Earthwork”

3. REFERENCES

3.1 Except as herein specified or as indicated on Drawings, the work of this Section shall comply with the following:

3.1.1 NFPA 241 – Standard for Safeguarding Construction, Alteration, and Demolition

Operations.

3.1.2 OSHA Final Rule 29 CFR – 1926.62 – Lead Exposure in Construction.

3.1.3 29CFR 1926 Subpart T – Demolition.

3.1.4 Michigan Department of Consumer and Industry Services Rule 325.51901 (February 17, 1998) – Lead Standard.

4. DEFINITIONS

4.1 Terms:

4.1.1 Abandon: Remove an item to the extent that it is not visible and does not interfere with new construction. Portions of the abandoned item may be left in place.

4.1.2 Demolish: Remove existing items from their present location in the Project area and haul to an area outside of the Project area. Remove utilities serving these items.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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4.1.3 Relocate: Move existing items from their present location to another location in the Project area. Extend utilities serving the present location to the new location.

4.1.4 Remove: Remove existing items from their present location in the Project area and haul to an area outside of the Project area. Remove utilities serving these items.

4.1.5 Replace: Remove existing items from their present location in the Project area, haul them to an area outside of the Project area, and furnish and install new items in the same or another location. Extend utilities serving the present location to the new location.

4.1.6 Reuse: Move existing items from their present location to another location in the

Project area. Extend utilities serving the present location to the new location.

5. PROTECTION

5.1 Fire Hazards: Comply with requirements of NFPA 241.

5.2 Existing Roadways:

5.2.1 On-site roadways and drives shall be maintained in current condition. If damage occurs due to contractor’s operation it shall be restored at no additional cost to the owner.

5.2.2 Off-site roadway shall be protected from damage and shall be swept as necessary to keep dust and demolition debris off the road.

5.3 Dust Control: The Contractor shall comply with applicable air pollution control requirements and shall take appropriate actions to eliminate air pollution. Active dust suppression measures could be required in portions of the site. Appropriate actions include, but are not limited to, the following:

5.3.1 Water misting and/or spraying for dust control during the demolition of structures, construction operations, material sorting and site grading.

5.3.2 Covering all open bodied trucks transporting materials to and from the project site.

5.3.3 Maintaining hard surface areas for as long as possible for the removal of construction debris.

5.3.4 If the Contractor fails to provide adequate dust control, at the discretion of the Professional Services Contractor (PSC), all operations shall cease until adequate provisions can be made to control dust from leaving the site.

5.4 Soil Erosion and Sedimentation Control: The Contractor shall comply with applicable soil erosion and control requirements and shall take appropriate actions to eliminate soil erosion in accordance with Division 01 Section 01 50 00 “Temporary Facilities and Controls”.

5.5 Barricades: Provide, erect and maintain barricades, lighting and guard rails as required to protect the public. Maintain existing fencing and gates. Do not close or obstruct streets, walks occupied or used facilitates without permission from the PSC. Provide alternate routes around closed or obstructed areas as required.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5.6 Coordination:

5.6.1 Cooperate with local authorities and utility companies whose work affects or will be affected by the demolition operations. Ascertain the rules, regulations and requirements of these authorities which affect the demolition process; notify them of conditions affecting their work. Disconnect or arrange for disconnection of utility services if required.

5.6.2 Comply fully with all provisions of the local codes, laws and ordinances applicable to work of this Section.

5.6.3 Any fees or expenses associated with the relocation of utilities shall be the responsibility of the Contractor.

5.6.4 Notify Miss Dig and Owner prior to excavating.

6. SUBMITTALS

6.1 Submit in accordance with Division 01 Section 01 30 00 “Administrative Requirements”.

6.2 Submit to PSC as part of the Work Plan the proposed methods, equipment, procedures, and operations of demolition of the structures, excavation of foundations/footers and modifications specified herein prior to the start of work. Include in the submittal a schedule for the coordination of shutoff, capping and continuation of utility services, as required.

6.3 Submit Notification of Intent to Renovate/Demolish to the PSC for review prior to submittal.

6.4 Provide a copy of records for inspections and tests, as well as records of corrective action taken.

6.4.1 All analytical testing as required under this Section shall be paid for by Contractor and is incidental to the Contract. Sampling and analysis as required or as specified by the PSC shall be performed by Contractor.

6.5 Provide copies of all licenses, certifications, permits, agreements, manifests, chain-of-custody records, weigh tickets, meter recordings, delivery tickets, and receipts required or issued for the disposal of materials; the methods used; and the disposal areas and facilities.

6.6 Submit a copy of the official manifest for each shipment of removed materials including, but not limited to: building and structure debris, concrete and brick debris, miscellaneous site debris, and solid and liquid wastes evidencing delivery of the material to an approved licensed disposal facility or recycling facility. All manifests shall be in accordance with the requirements of all the applicable federal, state, and local regulations. Manifests shall be signed by Owner or Owner’s designated agent.

7. SEQUENCING AND SCHEDULING

7.1 Scheduling:

7.1.1 Actual work shall not begin until PSC has inspected and approved the required submittals and authorized commencement of the demolition work.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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8. PROJECT/SITE CONDITIONS

8.1 Carefully coordinate the Work in this Section with all other Work. Comply with OSHA regulations and other applicable safety requirements during the project activities.

8.1.1 Electrical disconnection: Verify that onsite electrical wiring entering all structures to be demolished, or in close enough proximity to be damaged by demolition operations, are disconnected and/or de-energized prior to proceeding with demolition operations. If not, be responsible for accomplishing the same.

Coordinate with the local utility company for any necessary relocation of utilities and be responsible for any associated fees or expenses.

8.1.2 Water disconnection: Verify that onsite water lines entering all structures to be demolished or in close enough proximity to be damaged by demolition operations are disconnected and capped prior to proceeding with demolition operations.

8.1.3 Gas disconnection: Verify that onsite gas lines/mains entering all structures to be demolished or in close enough proximity to be damaged by demolition operations are disconnected and capped prior to proceeding with demolition operations.

8.1.4 Verify that on Site sanitary sewer and storm sewer lines entering all structures, enclosures and other areas that may be served, or in close enough proximity to demolition operations are disconnected and capped prior to proceeding with demolition operations.

8.1.5 Each location is to be documented with photographs. Locations for each utility disconnect shall show the depth and type of utility on as-built drawings for future use.

8.1.6 All underground utilities will be marked by a 4”x 4” wooden “fence” post, that is placed at least 2’ below the ground surface and must be at least 4’ above the ground surface. These markers shall be painted using weather resistant paint, the standard color markings for each type of utility that was disconnected (RED – electric; YELLOW – gas, oil, steam; ORANGE – communications, TV, alarm;

BLUE – water, irrigation, slurry; and GREEN – sewers, drains).

9. ASBESTOS CONTAINING MATERIALS

9.1 During the building demolition, Contractor may encounter asbestos containing materials (ACM) not previously located. If suspect ACM is encountered, Contractor will perform the following tasks:

9.1.1 Immediately notify PSC.

9.1.2 Remove and dispose ACM in accordance with Section 02450 Asbestos

Abatement and applicable regulations and requirements.

10. LEAD-BASED PAINT

10.1 Based on the age of the site buildings and paint testing results, paint-covered surfaces are assumed to contain lead-based paint (LBP). All demolition and removal work, with respect to LBP, will be performed in accordance with the following state and federal regulations:

10.1.1 OSHA Final Rule 29 CFR 1926.62 Lead exposure in construction.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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10.1.2 MDCIS R325.51901 17 February 1998 Lead Standard.

11. POLYCHLORINATED BIPHENYLS (PCBs)

11.1 Based on the age of the site buildings, PCB containing transformers, light ballasts, capacitors and other electrical or hydraulic equipment may be present at the Site. All demolition and removal work, with respect to PCBs, will be performed in accordance with state and federal regulations.

PART 2 – PRODUCTS

1. SALVAGED MATERIALS

1.1 Ownership: Contractor has rights to all salvageable materials for the demolished buildings and associated structures.

PART 3 – EXECUTION

1. PREPARATION

1.1 Permits: Obtain all necessary permits and pay all costs. Contractor is responsible for contacting state and local agencies and authorities to determine permit requirements.

1.2 Safety: be responsible for all safety requirements in accordance with the General

Conditions and Sections in Division 1 of these specifications.

1.3 Convenience: Carry out demolition work to cause as little inconvenience to surrounding areas and the Site as possible.

2. DEMOLITION

2.1 General:

2.1.1 The use of explosives is not permitted.

2.1.2 Repair all demolition performed in excess of that required at no cost to Owner.

2.1.3 Remove all mechanical, electrical, piping and miscellaneous equipment and appurtenances.

2.1.4 Remove all encountered inactive underground utility lines to within 50 feet of the building exterior, or at location specified by PSC, and cap:

a. Piping to be properly purged of contents prior to removing.

b. Remove and recycle or dispose of piping contents.

c. Properly cap each utility in accordance with utility company specifications.

d. Contractor to install a labeled post at location of capped utility and notify

PSC.

2.1.5 Disconnect all inactive aboveground utility lines at their nearest active junction point.

a. Completely remove aboveground utilities and associated apparatuses.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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b. Remove and recycle or dispose wiring, supports, guides posts and stakes.

c. Remove and recycle or dispose associated inactive equipment.

2.1.6 Coordinate with the local utility authorities for the disconnection of utilities as necessary and be responsible for any associated fees or expenses.

2.2 Burning: do not burn materials on site.

2.3 Recycling of materials

2.3.1 All material found on the site capable of being recycled shall be recycled to the greatest extent possible.

2.3.2 Soil and gravel generated onsite during completion of the work may be used as general fill.

a. Largest dimension of ¾ inch, diameter or length.

b. No visible contamination.

c. No vegetation, wood or other degradable material.

2.4 Disposal of Materials

2.4.1 Remove contaminated, dangerous, and other materials from Site daily and dispose in accordance with applicable regulations.

2.4.2 Pay for all hauling, storing, collection and recycling costs.

2.4.3 Materials that cannot be removed daily shall be stored in safe and protected areas as approved by the PSC.

2.5 Buildings # 69, 55, 11, 12, 17, 18, 26, 122, 5, 2, 3, 4, 7 and 9.

2.5.1 Demolish and completely remove all buildings and foundations.

2.5.2 Pump, transport offsite and properly dispose residual fluids present in the sanitary, water and storm system,

2.5.3 Completely remove all mechanical equipment.

2.5.4 Plug and abandon all utilities 50’ away from the exterior building wall.

2.5.5 Grade all disturbed areas level with surrounding grade.

2.5.6 Place 4 inches of topsoil over all disturbed areas, seed and mulch in accordance with Section 31 01 50 “Protection and Restoration”.

2.5.8 Offsite removal and disposal/recycling of all wastes.

2.5.9 Dispose of any containerized fluids.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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3. CLEANING

3.1 Contractor shall be responsible for disposing rubbish and debris from demolition operations. Rubbish and debris shall be removed from the Site daily and disposed in accordance with applicable regulations to avoid accumulation at the Site. Materials that cannot be removed daily shall be stored in areas as specified by the PSC. Burning of rubbish and debris is not permitted.

3.2 Protection of Personnel:

3.2.1 During the demolition work, Contractor shall continuously evaluate the conditions of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site.

3.2.2 No area, section, or component of floors, roof, walls, columns, pilasters or other structural elements will be allowed to be left standing without sufficient bracing, shoring or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

3.2.3 Ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

3.2.4 All additional bracing, shoring or lateral support shall be provided at no additional cost to Owner.

3.3 Protection of Existing Work:

3.3.1 Before beginning any cutting or demolition and removal work:

a. Carefully survey the existing work to determine the extent of Work.

b. Take all necessary precautions to insure against damage to existing features to remain in place or to remain on the property and any damage to such features shall be repaired or replaced as approved by the PSC at no additional cost to owner.

c. Construct and maintain shoring, bracing and lateral supports as required.

d. Ensure that structural elements are not overloaded and be responsible for increasing structural supports or adding new supports as may be required because of any cutting, removal, or demolition work performed under this Contract.

e. All additional structural supports shall be provided at no additional cost.

4. PITS AND VOIDS

4.1 Materials:

4.1.1 Materials found in pits and voids shall be removed and properly disposed of.

4.1.2 Prevent infiltration and filling with construction or storm water.

4.1.3 Backfill to grade with Class II sand.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5. UTILITY TUNNELS

5.1 Removal

5.1.1 Contractor shall removal all abandoned utility services as required to construct bulkhead of tunnel at 10’ from building or at location indicated.

5.2 Bulkhead

5.2.1 Contractor shall construct bulkhead of utility tunnel and backfill in accordance with Section 02 80 00 Earthwork.

END OF SECTION

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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SECTION 02 45 00

ASBESTOS ABATEMENT

Drawings, general provisions of contract, including General and Supplementary Conditions, and other Owner requirements, apply to work of this Section.

2.1 Section includes, but is not necessarily limited to, the removal and disposal of all regulated asbestos containing materials (RACM) and presumed asbestos containing materials (PACM) in all buildings and structures at the Site as identified below, as indicated on the drawings, as specified herein, and as necessary for the proper and complete performance of the work.

2.2 Related Sections include the following:

Division 01 Section 01 50 00 “Temporary Facilities and Controls” Division 02 Section 02 41 00 “Site Demolition”

3. QUALITY ASSURANCE

3.1 Qualifications:

1. Perform asbestos removal using the services of a licensed asbestos abatement Subcontractor.

2. Assure Work is performed by persons knowledgeable, qualified and trained in asbestos removal, transport and disposal of RACM and subsequent cleaning of the areas from which RACM were removed.

3. All persons involved with the asbestos removal and cleanup activities shall be properly trained to perform the activities to which the individual is assigned.

Training shall include, at a minimum, the requirements of 40 CFR 763, Subpart E, Appendix C, 29 CFR 1926.1101(b) and 29 CFR 1926.1101(e)(6)(iii).

4. Provide and implement a respiratory protection program in accordance with 29 CFR 1926.1101 and 29 CFR 1910, Section 134.

3.2 Regulatory requirements:

1. Perform asbestos removal in conformance with all applicable rules and regulations, including, but not necessarily limited to those issued by:

a. U.S. Environmental Protection Agency

b. U.S. Department of Labor, Occupational Safety and Health

Administration

c. Michigan Department of Public Health

d. Local authorities

2. 29 CFR 1926-1101 (Asbestos Construction Standard)

3. 40 CFR partial (NESHAPS)

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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4. 29 CFR 1910-1001 (Respiratory Protection)

3.3 Certification: Furnish notification certifying disposal of asbestos materials in a proper facility. Provide copies of waste manifests.

3.4 Permits and notifications:

1. Obtain all necessary permits and licenses prior to commencing Work.

2. Provide all required notices in writing at least 10 days prior to commencement of activities in accordance with 40 CFR Part 61, Subpart M.

3.5 Submittals:

1. Submit the following:

a. Health and Safety Plan

b. Worker training certification

c. Asbestos Abatement Work Plan

d. Copy of 10-day notice at time of submittal

1. MATERIALS:

1.1 Materials and equipment used in the removal and disposal of asbestos shall be as determined by Contractor.

1.2 Provide all materials and equipment necessary to complete the work and comply with regulatory requirements including, but not limited to, the following:

1. Plastic and plastic sheeting

2. Duct tape

3. Surfactant (wetting agent)

4. Lockdown encapsulates

5. Plywood and lumber

6. Spray adhesive

7. Disposal bags

8. Shipping containers

9. Labels

10. Spraying equipment

1.3 Worker protective equipment clothing and equipment shall conform to 29 CFR Part 1926.

1.4 The minimum respiratory protection requirement shall be Powered Air Purifying

Respirators (PAPRs) until sufficient air sample data has been collected demonstrating airborne fiber concentrations are below 0.01 f/cc.

1. PREPARATION:

1.1 Testing: Perform tests as necessary to determine which materials contain asbestos.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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1.2 Provide all tests required by specified applicable regulations, codes, and standards and any other tests for its use.

1.3 Prior to commencing work, the abatement contractor shall delineate the area with barrier tape and warning signs at all potential points of access into the work area.

2. ASBESTOS REMOVAL:

2.1 Comply with all applicable rules and regulations for asbestos removal and disposal.

2.2 Take all safety measures and precautions necessary to protect its employees and building occupants in accordance with OSHA Standard 29 CFR 1926, EPA Standard 40 CFR, Part 61, Subpart M, and applicable state regulations. Contractor shall be solely responsible for enforcing personnel protection requirements.

2.3 Collect and analyze personal air monitoring samples from each work area. Sampling shall be repeated during each different work activity. Sample collection and analysis shall be performed using the OSHA Reference Method as outlined in 29 CFR 1926.1101.

Copies of the sampling results shall be posted and provide to the PSC within 24 hours of collection.

2.4 Provide a personnel decontamination enclosure system in accordance with OSHA

Standard 29 CFR 1926.1101.

2.5 Pre-clean the work area by wet wiping or HEPA vacuuming any asbestos debris or other materials which may interfere with air sample results. Pre-cleaning may not commence until negative pressure has been established and abatement personnel don personal protective equipment. Any materials or equipment to be saved shall be decontaminated and removed during the pre-cleaning and shall be set outside the work area:

1. Remove the ACMs using wet methods within a negative pressure enclosure constructed according to 29 CFR 1926.1101 including the following:

a. Critical barriers over electrical sources, ventilation ducts etc. (with sufficient ventilation).

b. One layer of 6-mil poly over walls and 2 layers (1 drop cloth) of 6-mil on the floor.

c. Sufficient ventilation shall be provided using HEPA filtered negative air machines to achieve -.02” water column pressure.

d. Three stage decontamination unit.

e. Contractor to provide electrical power and water for use onsite.

2.6 Monitor containment negative pressure for the project duration using a Magnehelic® or other approved pressure gage.

2.7 Post lawfully required notification of asbestos removal and training certificates of the “competent person” adjacent to the entrance of the removal area.

2.8. An industrial hygiene consulting firm shall be retained by Professional Services

Contractor (PSC) to collect work area and clean area samples, and post-abatement air sampling which includes third party visual inspections and clearance air samples. The release criterion for Contractor is 0.01 f/cc for each PCM sample collected in the restricted area.

2.9 Notify PSC when asbestos removal is complete.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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2.10 Alternative abatement procedures may be used by Contractor. Provide description of all proposed procedures in the Project Work Plan referenced in Section 01 30 00 – Administrative Requirements. All procedures, whether specified or proposed, must fully comply with applicable requirements and regulations.

3. PACM WASTE PACKAGING AND LOAD OUT PROCEDURES:

3.1 Packaging of ACM and PACM shall conform to OSHA Standard 29 CFR 1926.1101, DTO 49 CFR 171, 172, and 173, EPA Standard 40 CFR Part 61.

3.2 ACM and PACM waste shall be placed in a wet condition into properly labeled disposal bags.

3.3 Asbestos-contaminated materials which are likely to puncture plastic disposal bags shall be placed in hard wall shipping containers for handling and transport to disposal site.

4. DAILY HOUSEKEEPING:

4.1 Maintain the work area free of all debris or other potential slip, trip, and fall hazards.

Contractor Notify PSC when asbestos removal is complete.

4.2 Alternative abatement procedures may be used by Contractor. Provide description of all proposed procedures in the Project Work Plan referenced in Section 01 30 00 – Administrative Requirements. All procedures, whether specified or proposed, must fully comply with applicable requirements and regulations.

5. SCOPE

Note: For the following tables, F=Friable, NF=Nonfriable, M=Miscellaneous Material, S=Surfacing Material, T=Thermal Systems Insulation, NQ=Not Quantified

5.01 Laundry / Building 69

It was originally built in 1965 and is approximately 11,195 square feet. Laundry / Building 69 is a single-floor building consisting of a basement and a main floor.

F T Mud Compound Joint and Fitting Insulation on Steam 168 Each Chrysotile, Amosite

35%, 15%

NF M Vibration Dampening Cloth, White Thick Weave 72 Lin. Ft. Chrysotile 40% F T Mud Compound Joint and Fitting Insulation on Domestic Water (Fiberglass) 59 Each Chrysotile 15% F T Hot Water Tank Wrap 348 Lin. Ft. Chrysotile 65% F M Hot Condensate Tank Wrap 348 Sq. Ft. Chrysotile 90% NF T Boiler 1 Each Assumed -- NF M Frame Caulk, Interior 31 Sq. Ft. Chrysotile <1 NF M Electrical Switch 10 Each Assumed -- NF M Glazing Compound 12 Sq. Ft. Chrysotile <1% NF M Silver Flash 800 Sq. Ft. Chrysotile <1% NF M Flashing 5 Sq. Ft. Chrysotile <1%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5.02 School / Building 55

It was originally built in 1940 and is approximately 21,897 square feet. School / Building 55 is a single-story building consisting of a basement and a main floor.

NF M 12" x 12" Floor Tile, Cream with Tan Splotches 484 Sq. Ft. Chrysotile 3% F T Woolfelt Pipe Insulation on Domestic Water 1756 Lin. Ft. Chrysotile 60% F T Mud Joint Compound and Fitting Insulation on Woolfelt on Domestic Water Lines 490 Each Chrysotile 60% NF M 12" x 12" Floor Tile, Cream with Gray Streaks 2880 Sq. Ft. Chrysotile 4% NF M Fire Door 6 Each Assumed -- F T Aircell Pipe Insulation on Steam Pipes 40 Lin. Ft. Chrysotile 70% F T Mud Joint Compound and Fitting Insulation on Steam Pipes 5 Each Chrysotile 65% F M 2' x 1' Ceiling Tile, Tan 240 Sq. Ft. Chrysotile 10% F T Magnesium Silicate Pipe Insulation on Steam 2186 Lin. Ft. Chrysotile 60% F T Mud Compound Joint and Fitting Insulation on Magnesium on Steam Pipes 573 Each Chrysotile 40% F T Tank Wrap on Heat Exchanger 190 Sq. Ft. Chrysotile 60% NF T Duct Wrap 432 Sq. Ft. Chrysotile 75%

F M 1' x 2' Cork Ceiling Tile 960 Sq. Ft. Crocidolite 60% NF M Sink Under Coating, Black 2 Each Chrysotile 2% NF M Roof Seal, Red 18000 Sq. Ft. Chrysotile 4% NF M Gutter Sealant 1000 Sq. Ft. Chrysotile 5% NF M Flashing 18000 Sq. Ft. Chrysotile 10% NF M Roof Top, Black 6750 Sq. Ft. Chrysotile 4%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5.03 Mapleview / Building 11

It was originally built in 1938 and is approximately 11,895 square feet. Mapleview / Building 11 is a single-floor building consisting of a basement and a main floor.

NF M Appliance Caulk 96 Sq. Ft. Chyrsotile <1

NF M Glue 5165 Sq. Ft.

Chyrsotile, Crocidolite <1-2

NF M Glue Pods 5942 Sq. Ft.

Chyrsotile, Crocidolite <1-2

NF M Mastic 5128 Sq. Ft. Chyrsotile 2

NF M 12x12 Floor Tile, Peach White slashes 5128 Sq. Ft. Chyrsotile 2

NF M Mastic 729 Sq. Ft. Chyrsotile 3

NF M 9x9 floor Tile, Gray Black White Slashes 729 Sq. Ft. Chyrsotile 4-5

NF M 12x12 floor tile light grey red black slashes 246 Sq. Ft. Chyrsotile 2

NF M Floor Tile, grey 285 Sq. Ft. Chyrsotile 3

NF M Mastic 285 Sq. Ft. Chyrsotile 2

NF M Window Glazing NQ Chyrsotile <1

NF M Door Frame Caulk 80 Sq. Ft. Chyrsotile 2

F T Duct Insulation 3000 Sq. Ft. Chyrsotile 20-60

NF M Sealant, Red 8000 Sq. Ft. Chrysotile 2%

NF M Sealant, Silver 8000 Sq. Ft. Chrysotile 2%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5.04 Spring Oak / Building 12

It was originally built in 1938 and is approximately 11,795 square feet. Spring Oak / Building 12 is a single-floor building consisting of a basement and a main floor.

F T Mag Pipe Insultation, Yellow 1264 Lin. Ft.

Chrysotile, Amosite 20%, 15%

F T Mud Compound Joint Fitting Insulation on Mag Pipe Insulation, Yellow 314 Each Chrysotile 40% F T Woolfelt Pipe Insulation, Blue and Green 532 Lin. Ft. Chrysotile 30% F T Mud Compound Joint Fitting Insulation on Woolfelt Pipe Insulation 153 Each Chrysotile 40% F T Mud Compound Joint Fitting Insulation on Fiberglass Insulation 95 Each Chrysotile 20%

F T Hot Water Tank Insulation 100 Sq. Ft.

Chrysotile, Amosite 60%, 5%

F T Thermal Debris on Ground 4076 Sq. Ft.

Chrysotile, Amosite 20%, 10%

NF M 12" x 12" Floor Tile, Tan Agate Design with Leveling Compound 36 Sq. Ft. Chrysotile 3% NF T Heat Shield behind Cover 447 Sq. Ft. Chrysotile 20% F T Troweled on Insulation behind Heat Shield Cover 909 Sq. Ft. Actinolite <1% NF M Vinyl Sheet Flooring, Orange, Yellow, Brown, Gray Design 1830 Sq. Ft. Chrysotile 20% F M 1.5' x 1.5' Ceiling Tile, White Textured, Glued on 114 Sq. Ft. Chrysotile 2% NF M 12" x 12" Floor Tiles, Red and Black Agate 674 Sq. Ft. Chrysotile 2% NF M 12" x 12" Floor Tile, White 534 Sq. Ft. Chrysotile 2% F T Wrapped Duct Insulation, White 7400 Sq. Ft. Chrysotile 60% NF M Ceramic Roof Shingle 9000 Sq. Ft. Chrysotile 4% F M 12" x 12" Ceiling Tile, White Textured, Glued on 2952 Sq. Ft. Chrysotile 2% NF M Painted-On Roofing, Silver 1000 Sq. Ft. Chrysotile <1% NF M Abestos Louver 100 Sq. Ft. Assumed -- NF M Sealant, Red 9000 Sq. Ft. Chrysotile 3%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

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5.05 Parklane / Building 17

It was originally built in 1945 and is approximately 11,975 square feet. Parklane / Building 17 is a single-floor building consisting of a basement and a main floor.

NF M Mastic 2500 Sq. Ft. Chrysotile 2 NF M Window Glazing NQ Chrysotile <1 NF M Toilet Wax Ring 15 Each Chrysotile 60 NF M Mastic 2500 Sq. Ft. Chrysotile 2 NF M Glue Pods 1400 Sq. Ft. Chrysotile 2 NF M 9x9 FL Tile, Light Gren Dark Spots 16 Sq. Ft. Chrysotile 3 NF M Mastic 16 Sq. Ft. Chrysotile 2

F T Mag Insul 300 Lin. Ft.

Amosite, Chrysotile 20-30 F T Aircell Insulation NQ Chrysotile 70 F T Pipe Fitting Insulation 200 Each Chrysotile 70 NF T Duct Flex Conn 20 Sq. Ft. Chrysotile 40 NF M Door Frame Caulk 8 Sq. Ft. Chrysotile <1

F T Attic Insulation 10000 Sq. Ft.

Amosite, Chrysotile 20-60 NF M Tile Roof Joint Compound 10000 Sq. Ft. Chrysotile 4 NF M Porch Flashing 750 Sq. Ft. Chrysotile 3 NF M Porch Roof 750 Sq. Ft. Chrysotile <1 NF M Electrical Switches 6 Each Assumed NF M Pipe Gaskets 25 Each Assumed

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 9

5.06 CMH / Building 18

It was originally built in 1953 and is approximately 23,215 square feet. CMH / Building 18 is a two-floor building consisting of a basement and two additional floors.

NF M 12" x 12" Floor Tile, Bluish-Green with Crème Streaks 180 Sq. Ft. Chrysotile 2% F T Mud Compound Joint and Fitting Insulation On Glass Domestic Water 42 Each Chryostile 20% NF M Vinyl Sheet Flooring, Gray with Crème and Black Marbling 2614 Sq. Ft. Chryostile 2% NF M 12" x12 " Floor Tile, Off-White with Black Streaks 20 Sq. Ft. Chryostile 2%

NF M Fire Door 53 Each Chryostile, Amosite 15%, <1%

NF M 9" x 9" Floor Tile, Gray with Crème Streaks 962 Sq. Ft. Chryostile 15% NF M 12" x 12" Floor Tile, White with Tan Streaks 72 Sq. Ft. Chryostile 3% NF M Vinyl Sheet Flooring, Off-White with Large Green Pebble Pattern 992 Sq. Ft. Chrysotile 65% NF M Vinyl Sheet Flooring, White with Brown and Tan Pebbled Pattern 156 Sq. Ft. Chrysotile 65% F T Mud Compound Joint and Fitting Insulation on Fiberglass Steam 223 Each Chrysotile 65% F T Mud Compound Joint and Fitting Insulation on Woolfelt Domestic Water 150 Each Chrysotile 65%

F T Tank Wrap on Water Heater 103 Sq. Ft.

Chryostile, Amosite 65%, 35%

F T Woolfelt Pipe Insulation on Roof Drain 60 Lin. Ft. Chryostile 30% F T Mud Compound Joint and Fitting Insulation on Woolfelt Roof Drain 4 Each Chrysotile 65% NF M 4" Silver Vibration Dampening Coth, Fine Weave 51 Lin. Ft. Assumed -- F M Debris 3 Sq. Ft. Assumed -- NF M Frame Caulk, Black 13 Sq. Ft. Chrysotile 2% NF M Sink Under Coating, Black NQ Chrysotile 2% NF M Frame Caulk, Yellow 21 Sq. Ft. Chryostile <1% NF M Sink Under Coating, White 10 Each Chrysotile 2% NF M Exterior Glaze Compound 200 Sq. Ft. Chryostile <1% NF M Exterior Frame Caulk 80 Sq. Ft. Chrysotile 3% NF M Fire Door, Metal 14 Each Assumed -- NF M Electrical Switch 3 Each Assumed --

NF M Toilet Gasket 18 Each Chrysotile, Amosite 10%, 15%

NF M Silver Roof 24000 Sq. Ft. Chryostile 10

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 10

5.07 PSR / Building 26

The building was originally built in 1952 and is approximately 25,617 square feet.

F T Magnesium Silicate Pipe Insulation on Steam 423 Lin. Ft.

Chrysotile, Amosite

35%, 10%

F T Mud Compound Joint and Fitting Insulation on Magnesium Silicate Pipe Insulation on Steam 137 Each Chrysotile 45% F T Duct Wrap 1130 Sq. Ft. Chrysotile 45% F T Woolfelt Pipe Insulation on Domestic Water 2199 Lin. Ft. Chrysotile 45% F T Mud Compound Joint and Fitting Insulation on Domestic Water 352 Each Chrysotile 50% F T Fiberglass Taped Duct Insulation 3102 Sq. Ft. Chrysotile 45%

F T Mud Compound Joint and Fitting Insulation on Glass Steam 10 Each Chrysotile, Amosite

10%, 40%

F T Aircell Pipe Insulation on Steam 25 Lin. Ft. Chrysotile 45% F T Mud Compound Joint and Fitting Insulation on Aircell Pipe Insulated Steam 7 Each Chrysotile 65% F M Electrical Wire Wrap NQ Assumed -- F T Mud Compound Joint and Fitting Insulation on Glass Domestic Water 83 Each Chrysotile 50%

F T Magnesium Silicate Pipe Insulation on Domestic Water 73 Lin. Ft.

Chrysotile, Amosite

40%, 10%

F T Mud Compound Joint and Fitting Insulation on Magnesium Silicate Pipe Insulated Domestic Water 17 Each Chrysotile 40%

F T Tank Insulation 96 Sq. Ft.

Chrysotile, Amosite

65%, 45%

NF M Roof Felt 18268 Sq. Ft. Chrysotile 2% NF M Glaze Gasket, White 18 Sq. Ft. Chrysotile <1% NF M Sink Under Coating, Black 1 Each Chrysotile 2% NF M Vinyl Floor, Tan 169 Sq. Ft. Chrysotile 2% NF M Glaze Compound 120 Sq. Ft. Chrysotile <1% NF M Exterior Frame Caulk 130 Sq. Ft. Chrysotile 2% NF M Roof Tile Tar NQ Chrysotile 2% NF M Built-Up Roof Tar NQ Chrysotile 2%

NF M Roof Core NQ Chrysotile, Amosite

<1%, <1%

NF M Built-UP Roof NQ Chrysotile 20% NF M Toilet Gasket 19 Each Assumed -- NF M Fire Door Metal 23 Each Assumed -- NF M Electrical Switches 14 Each Assumed --

5.08 Grounds / Building 122

The building was originally built in 1900 and is approximately 3,675 square feet. Grounds / Building 122 is a single-story structure.

NF M Concrete NQ Assumed --- NF M Masonry Block NQ Assumed --- NF M Drywall and Joint Cmpd. NQ Assumed --- NF M Chimney Brick NQ Assumed --- F T Heat Shield NQ Assumed --- NF M 12" x 12" Floor Tile Tan NQ Assumed --- NF M Fire door 5 Each Assumed --- NF M Toilet Gasket NQ Assumed --- NF M Roof Sealant NQ Assumed --- NF M Shingle NQ Assumed --- NF T Water Heater 1 Each Assumed ---

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 11

5.09 Psych / Building 5

The building was originally built in 1916 and is approximately 10,697 square feet. Psych / Building 5 is a single-story structure with a partial second floor and a basement.

Building No. 5 - Psych

Hazardous Materials Number Hazardous Materials Name Quantity ACM

HA-1 Magnesium Silicate Piping 952 LF Yes HA-2 MCI on Mag Piping 158 EA Yes HA-3 Drywall NQ * HA-4 Fire Doors 60 EA Yes HA-5 Window Glazing, White 112 SF * HA-6 ACM Debris on Ground 1,572 SF Yes HA-7 MCI of Fiberglass Piping 81 EA Yes HA-8 Woolfelt Pipe Insulation 61 LF * HA-9 MCI on Woolfelt Piping 11 EA Yes HA-10 Burnham Boiler (1986) 1 EA Assumed HA-11 Hot Water Storage Tank 132 SF Yes HA-12 Thermal Brick in Chimney 840 SF Assumed HA-13 Electrical Switches 6 EA * HA-14 Aircell Pipe Insulation 142 SF Yes HA-15 Electrical Panels 6 EA Assumed HA-16 Generator Exhaust Piping 12 LF * HA-17 12” x 12” Ceiling Tile, Dense Pattern 72 SF * HA-18 Vibration Dampening Cloth 7 SF * HA-19 Plaster NQ * HA-20 Sink Undercoating, Black 4 EA Yes HA-21 12” x 12” Ceiling Tile, Limited Pattern 1,248 SF * HA-22 Vinyl Sheet Flooring, Blue 880 SF * HA-23 Vinyl Sheet Flooring, Brown 368 SF * HA-24 4” Cove Base, Brown 44 SF * HA-25 9” x 9” Floor Tile, Tan 443 SF Yes HA-26 Carpet Mastic, Tan 3,118 SF * HA-27 4” Cove Base, Black 11 SF * HA-28 12” x 12” Floor Tile, Red 16 SF Yes HA-29 12” x 12” Floor Tile, Dark Red 304 SF Yes HA-30 Wood Paneling Glue 24 SF * HA-31 9” x 9” Floor Tile , Dark Brown 42 SF Yes HA-32 4.25” x 4.25” Ceramic Wall Tile, Yellow 560 SF * HA-33 2” x 2” Ceramic Floor Tile, Brown 180 SF * HA-34 Vinyl Sheet Flooring, Yellow 914 SF * HA-35 Toilet Gaskets 9 EA Assumed HA-36 4.25" x 4.25" Ceramic Wall Tile, Green 384 SF * HA-37 1" x 1" Ceramic Tile Floor, Multi-color 78 SF * HA-38 12" x 12" Floor Tile, White 257 SF * HA-39 9" x 9" Floor Tile, Gray 92 SF * HA-40 9" x 9" Floor Tile, Dark Brown 144 SF * HA-41 Concrete NQ * HA-42 Glazed Brick and Mortar NQ * HA-43 Terrazzo Flooring NQ * HA-44 Cinder Block and Mortar NQ * HA-45 12" x 12" Ceramic Tile, Red NQ * HA-46 Blown-in Insulation, Brown NQ * HA-47 Stucco on Exterior of Building NQ * HA-48 Window Caulking, White 40 SF * HA-49 PyroBar Blocks, White NQ * HA-50 Pipe Gaskets and Flanges 50 EA Assumed

* - Waiting for Lab Results

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 12

5.10 Corrections – Corrections / Building 2 Annex

The building was originally built in 1914 and is approximately 15,772 square feet. Corrections – Camp Tuscola / Building 2 is a two-story structure with a partial basement.

NF S White plaster ceiling system White texture/plaster 12,000 Sq. Ft. Chrysotile 2.2-3.5

NF S White/Tan texture 12,000 Sq. Ft. Chrysotile <1-2.2

NF M Off-white floor tile 6,350 Sq. Ft. Chrysotile 1.1

F S White plaster surfacing material 5,600 Sq. Ft. Chrysotile 1.2-1.3

NF S White Plaster 6,350 Sq. Ft. Chrysotile .75-1.7

NF S Brown plaster 6,350 Sq. Ft. Chrysotile .75-1.7

NF M 9"x9" brown VFT w/yellow streaks 200 Sq. Ft. Chrysotile 4.8

F T white layer paper on 4" abandonded pipe system straight section 15 In. Ft. Chrysotile 2.1

F T White mudded insulation on 4" abandonded pipe system fittings 7 each Chrysotile 2.5

F T White prefoirmed insulation with canvas wrap on 6" steam pipe system straight sections 15 In. Ft. Chrysotile 70

F T White mudded insulation on 6" steam pipe fittings 9 each Chrysotile 40

NF M Fire door 3 each Assumed --

F T White, mudded insulation on 4" steam pipe system fittings 4 each Chrysotile 25

F T White preformed insulation on 6" unknown pipe system straight sections 15 In. Ft. Chrysotile 75

NF M Roof Seal, Gray 15,300 Sq. Ft. Chrysotile 3%

NF M Sink Undercoating 1 Each Assumed ---

NF M Metal Fire Doors 10 Each Assumed ---

NF M Air Handling Unit 1 Each Assumed ---

NF M Toile Gaskets 9 Each Assumed ---

NF M Foundation Brick NQ Assumed ---

NF M Stone Sill NQ Assumed ---

NF M Yard Concrete (Courts and Sidewalk) NQ Assumed ---

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 13

5.11 Cottage / Building 3

It was originally built in 1915 and is approximately 32,550 square feet. Cottage / Building 3 is a single-story with a basement and crawlspaces.

NF M Vinyl sheet Flooring, Mustard with Brown Marbling 4582 Sq. Ft. Chrysotile NF M 1" Vinyl Trim, Black 92 Sq.Ft Chrysotile NF M 9" x 9" Floor Tile, Dark Tan with White and Brown Streaks 86.5 Sq. Ft. Chrysotile NF M 12" x 12" Floor Tile, Rust Brown w/Cream and Burgundy Streaks 1208 Sq. Ft. Chrysotile NF M 9" x 9" Floor Tile, Burgundy with White Streaks 70 Sq. Ft. Chrysotile F T Magnesium Silicate Pipe Insulation on Steam 1012 Lin. Ft. Chrysotile

F T Mud Compound Joint and Fitting Insulation on Mag (Steam) 145 Each Chrysotile Amosite

F T Mud Compound Joint and Fitting Insulation on Glass Steam 75 Each Chrysotile Amosite

F T Mud Compound Joint and Fitting Insulation on Glass Domestic Water 149 Each Chrysotile NF M Fire Door 8 Each Assumed NF M Window Glazing, White 278 Sq. Ft. Chrysotile NF M Sink Under Coating, White 2 Each Chrysotile NF M Concrete and Mortar NQ Chrysotile F T Asbestos Debris 1190 Sq. Ft. Chrysotile F S Vermiculite 135 Sq. Ft. Assumed NF T Boiler 1 Each Assumed NF M Roof Sealant, Gray 8000 Sq. Ft. Chrysotile NF M Roof Compound, Red 8000 Sq. Ft. Chrysotile

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 14

5.12 Corrections – Corrections/ Building 4 Main and Maint & Boiler

The building was originally built in 1915 and is approximately 32,550 square feet. Corrections / Building 4 is a two-story structure with a partial basement.

F T TSI canvas-like wrap on fittings associated with 4" pipes labelled "heating water", white 60 Sq. Ft.

F T TSI canvas-like wrap on fittings associated with 6" pipes labelled "heating supply, white 50 Sq. Ft.

F T TSI canvas-like wrap on fittings associated with 6" pipes labelled "heating return", white 35 Sq. Ft.

F T TSI canvas-like wrap on fittings associated with 4" pipes labelled "domestic hot", white 35 Sq. Ft.

F T TSI canvas-like wrap on fittings associated with 4" pipes labelled "domestic cold", white 35 Sq. Ft.

NF M Fire Doors 120 Each

NF M Tile Tar 15,000 Sq. Ft.

NF M E Wing SE Corner - Roof Compound Red 15000 Sq. Ft.

NF M Window Sills, Black 300 Sq. Ft.

Maintenance & Boiler Building

F T Canvas-like boiler duct insulation system, white wrap 85 Sq. Ft. Chrysotile 5.9

NF M Fire Doors 6 Doors Assumed --

NF M NW Corner Roof Tar Black NQ Chrysotile <1

NF M Red Brick and Mortar 1500 Sq. Ft. Chrysotile 2

5.13 Edgewater / Building 7

It was originally built in 1919 and is approximately 18,178 square feet. Edgewater / Building 7 is a partial two-story building with a basement and crawlspaces.

NF M Fire Door 10 Each Assumed --- NF M 9" x 9" Floor Tile, Green with White Streaks 346 Sq. Ft. Chrysotile 3% NF M 12" x 12" Floor Tile, Cream with Tan and Gray Flecks 5966 Sq. Ft. Chrysotile 3% NF M 9" x 9" Floor Tile, Tan with White Streaks 109 Sq. Ft. Chrysotile 10% NF M Linoleum, Blue and Gold Geometric Pattern 248 Sq. Ft. Chrysotile 20% NF M 9" x 9" Floor Tile, Brown with White Streaks 72 Sq. Ft. Chrysotile 5% F T Mud Compound Joint and Fitting Insulation on Woolfelt on Domestic Water 122 Each Chrysotile 5% NF M Roof Tar 264 Sq. Ft. Chrysotile 3% F T Woolfelt Pipe Insulation on Domestic Water 1404 Each Chrysotile 40% F T Mud Compound Joint Fitting Insulation on Woolfelt Domestic Water Pipe Insulation 244 Each Chrysotile 35% F T Mud Compound Joint and Fitting Insulation 28 Each Chrysotile 30%

F T Tank Wrap, Blue 176 Sq.Ft.

Chrysotile

Amosite 35% F T Magnesium Silicate Pipe Insulation on Heating 1110 Lin. Ft. Chrysotile 60%

F T Mud Compound Joint and Fitting Insulation on Magnesium Silicate Pipe Insulation 240 Sq. Ft. Chrysotile 60%

F T Debris 18768 Sq. Ft.

Crocidolite

Amosite 40% NF M 12" x 12" Floor Tile, Red NQ Chrysotile 4% NF M Electrical Switch NQ Chrysotile 20% NF M Flashing NQ Chrysotile <1% NF M Roof Compound NQ Chrysotile <1%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 45 00 - 15

5.14 Pinegrove / Building 9

It was originally built in 1923 and is approximately 15,280 square feet. Pinegrove / Building 9 is a partial two-story building consisting of a basement and crawlspaces.

NF M 6" Vinyl Cove Base, Brown 312 Lin. Ft. Chrysotile 5% NF M Window Caulk, Gray (Painted Brown) 214 Lin. Ft. Chrysotile 10% NF M Vinyl Sheet Flooring , Orange and Yellow Sunburst Pattern 644 Sq. Ft. Chrysotile 20% NF M Fire Door, Wood 15 Each Amosite 10%

F T Mud Compound Joint and Fitting Insulation on Glass on Domestic Water 63 Each Chrysotile, Amosite 5%, 30%

NF M 9" x 9" Floor Tile, Green with White Streaks 5824 Sq. Ft. Chrysotile 3%

F T Magnesium Silicate Pipe Insulation on Steam 1498 Lin. Ft.

Chrysotile, Amostie 30%, 10% F T Mud Compound Joint and Fitting Insulation on Mag on Heating 504 Each Chrysotile 65% F T Mud Compound Joint and Fitting Insulation on Glass Steam 10 Lin. Ft. Chrysotile 20% F T Tank Wrap, Blue 100 Sq. Ft. Chrysotile 20% F T Woolfelt Pip Insulation on Domestic Water 410 Lin. Ft. Chrysotile 65% F T Mud Compound Joint and Fitting Insulation on Woolfelt Domestic Water 78 Each Chrysotile 65% F T Debris 70 Sq. Ft. Chrysotile 65% F M Light Fixture Backing, Silver 3 Sq. Ft. Chrysotile 70% NF M 9" x 9" Floor Tile, Brown 4645 Sq. Ft. Chryostile 30% NF M Roof Paint, Silver 165 Sq. Ft. Chrysotile 10% NF M Roofing Tar 165 Sq. Ft. Chrysotile 15% NF M Appliance Caulk 2 Sq. Ft. Chrysotile 2% NF M Terrazzo 3840 Sq. Ft. Chrysotile 2% NF M Fire Door, Metal 5 Each Assumed -- NF M Toilet Gasket 14 Each Assumed -- NF M Frame Caulk, Pink 180 Sq. Ft. Chrysotile 3% NF M Generator 1 Each Assumed -- NF M Boiler 2 Each Assumed -- NF M Electrical Switch 1 Each Assumed -- NF M Silver Sealant NQ Chrysotile 2% NF M Roof Compound NQ Chrysotile 5%

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 47 00 - 1

SECTION 02 47 00

CONTRUCTION WASTE MANAGEMENT

Conditions and Division 01 Specification sections, apply to this section.

2.1 This Section includes administrative and procedural requirements for the following:

a. Salvaging nonhazardous demolition and construction waste.

b. Recycling nonhazardous demolition and construction waste.

c. Disposing of nonhazardous demolition and construction waste.

d. Disposing of hazardous waste.

2.2 Related sections include the following:

Division 01 Section 01 30 00 “Administrative Requirements” Division 01 Section 01 50 00 “Temporary Facilities and Controls” Division 02 Section 02 41 00 “Site Demolition” Division 02 Section 02 45 00 “Asbestos Abatement”

3. DEFINITIONS

3.1 Construction Waste: Building and Site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

3.2 Demolition Waste: Building and Site improvement materials resulting from demolition or selective demolition operations and clearing debris including soil, vegetation, and rocks are not to be included.

3.3 Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

3.4 Recycle: Collect, reprocess and reuse of materials diverted or recovered from solid waste stream.

3.5 Salvage: Recovery of demolition or construction materials from existing buildings or construction Sites and subsequent sale or reuse in another facility.

3.6 Salvage and Reuse: Recovery of demolition or construction materials from existing buildings or construction Sites and subsequent incorporation into the Work.

4.

PERFORMANCE GOALS

4.1 General: The Contractor is encouraged to recycle as much of the demolished building components as possible.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 47 00 - 2

5. SUBMITTALS

5.1 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, and receipts.

5.2 Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, and receipts.

6. QUALITY ASSURANCE

6.1 Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

Not Used

1. PLANNING

1.1 General: Provide handling, containers, storage, signage, transportation, and other items as required to properly manage wastes during the entire duration of the Contract.

1.1.1 Comply with Division 01 Section 01 50 00 “Temporary Facilities and Controls” for operation, termination, and removal requirements.

1.1.2 Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and adjacent properties.

2. SALVAGING DEMOLITION WASTE

2.1 Salvaged Items for Sale and Donation: Not Permitted on-site.

2.2 Salvaged Items for Owner’s Use: Not Used.

3. RECYCLING DEMOLITION AND CONTRUCTION WASTE, GENERAL

3.1 General: Contractor is encouraged to recycle as much of the demolition and constructions wastes as possible.

3.2 Vegetation and Wood Materials: remove and dispose off-site.

4. DISPOSAL OF WASTE

4.1 General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project Site and legally dispose of them in a licensed and approved landfill or incinerator acceptable to authorities having jurisdiction.

Bidding and Contract Document Project Name: Caro Center-Demolition of Various Buildings Caro, MI File No. 491/20209.MAA

02 47 00 - 3

4.1.1 Except as otherwise specified, do not allow excessive on-site accumulation of waste materials.

4.