Specifications_Package2.docx

Attachment 2, Specifications Package, Revised

SECTION 01 11 00 - STATEMENT OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Project consists of renovation type improvements at the following location.

1. Project Location: El Cariso Campground & Blue Jay Campground, Riverside County

From Interstate 15 in Lake Elsinore travel west on highway 74. Stay on highway 74, going west, for 14 miles and El Cariso Campground will be on the right. Blue Jay Campground is approximately 4 mile up Long Canyon Road from El Cariso Campground.

2. Owner: Cleveland National Forest, 10845 Rancho Bernardo Road, Suite 200, San Diego, CA 92127.

B. This project will include, but is not limited to the following:

El Cariso Campground and Blue Jay Picnic Table, Barbeque pits, and Fire Rings Bid:

Includes but is not limited to the following items of work:

Remove and dispose existing picnic tables, fire rings, and BBQs at sites shown on site map for El Cariso Campground. Remove existing wood bollards, order, purchase and install new picnic tables, fire rings, and BBQs for sites on site map. Replace the wood bollards with new ones provided by the Cleveland National Forest at a helipad that the contractor must transport. All metal picnic tables (PMB-8WR) are required to be secured to the ground using 3/8” rebar no less than 3 feet long and installed on each table leg.

Option 1:

Remove and dispose existing picnic tables, fire rings, and BBQs at sites shown on site map for Blue Jay Campground. Remove existing wood bollards, order, purchase and install new picnic tables, fire rings, and BBQs for sites on site map. Replace the wood bollards with new ones provided by the Cleveland National Forest at a helipad that the contractor must transport. All metal picnic tables (PMB-8WR) are required to be secured to the ground using 3/8” rebar no less than 3 feet long and installed on each table leg.

Period of Performance

Projected Start Date: June 28th, 2023

Time for completion: 120 calendar days from the issuance of the “Notice to Proceed”.

There will not be a pre-bid site visit. The campgrounds are open to the public and can be viewed any time. Due to unique and challenging conditions, it is highly encouraged for the contractor to do a site visit prior to submitting a quote.

Some or all the additives may or may not be awarded at anything throughout the contract.

1.2 WORK SEQUENCE

A. The work shall be conducted in one phase.

1. All work shall be substantially complete and ready for occupancy within 120 calendar days of the Notice To Proceed.

1.3 USE OF PREMISES

A. See Section 01 14 00, Work Restrictions.

1.4 CONTRACTOR’S SCHEDULE

A. The contractor shall provide the Government with a complete work schedule at the project prework conference describing the different work activities and when they will be initiated and completed. The Contractor will be expected to follow this schedule during the course of the contract or shall submit a revised schedule within 48 hours of any unforeseen delays or changes. Such schedule shall be in the form of a Critical Path Schedule and shall include the timing for each major phase of the work. The schedule shall include the sequencing of the various phases of the work and work specialties and shall constitute a basis for the evaluation of time extensions in the negotiations for changes.

1.5 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Division and Sections using the 48-division format and Construction Specification Institute (CSI) “Master Format” numbering system.

B. Specifications Content: The Specifications use certain convention for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. The conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred, as the same required. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words “shall,” “shall be,” or “shall comply with,” depending on the context, are implied where used within a sentence or phrase.

1.6 DAYS/HOURS OF OPERATION

A. The Contractor’s hours of operation shall be restricted to 8:00 am to 4:30 pm, Monday through Friday. In addition, the work shall be shut down during the following periods.

1. Work shall be shut down on Saturdays, Sundays, and all federally listed Holidays.

2. Contract time has been adjusted to reflect these periods of shutdown.

1.7 MEASUREMENT AND PAYMENT

A. Cost Breakdown: The Contractor shall provide to the Government at the prework conference a breakdown of each Lump Sum Unit Price for the project for the purpose of computing progress payments and for use in determining costs for proposed changes to the Contract. Such breakdown shall include each separate phase of the work by Construction Specification Institute (CSI) Specifications but need not separate labor from material costs. The approved cost breakdown will constitute the basis under which monthly progress payments will be made.

B. The work shall be measured for each item as listed below and as shown on the Schedule of Items.

1. Lump Sum Quantity (LSQ) shall be measured as one job and shall include all mobilization, preparation work, new construction, site work, clean up and the like.

2. Actual Quantity (AQ) shall be measured as the actual work completed as described in Contract Specifications herein.

3. Design Quantity (DQ) shall be based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings and the presentation in the contract.

C. Payment: Payment for the quantity or unit, as measured above, will be at the contract unit price as shown on the Schedule of Items. Payment will constitute full compensation for all labor, equipment, materials and incidentals necessary to complete the work described herein.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 REQUIREMENTS OF REGULATORY AGENCIES:

A. All work performed shall comply with Health, Safety and Fire Codes, OSHA regulations and/or applicable regulations established by Local, County and State codes and ordinances.

END OF SECTION 01 11 00SECTION 01 14 00 - WORK RESTRICTIONS

PART 1 – GENERAL

1.1 SCOPE

A. This work consists of the use by the Contractor of areas and facilities owned by the Government during the construction of this project.

1.2 MEASUREMENT AND PAYMENT

A. No separate payment will be made for work specified in this section.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 No water will be available for the Contractors use. Contractor’s imported water source shall be free of all deleterious materials. All water is considered incidental to individual work items. No telephone or electrical will be available for the Contractor’s use.

3.2 The Contractor will have full use of the site within the project area as determined by the COR for construction operations. The Contractor may store equipment and materials in this area. The Contractor shall be responsible for providing for the security of the equipment and materials delivered and stored at the jobsite. Contractor’s use of the delineated portion of the premises is limited by the Government’s right to perform work or to retain other Contractors on portions of the project.

3.3 The Contractor shall take all reasonable precautions to ensure a safe construction area.

3.4 The Contractor's operations shall at no time interfere with emergency vehicle traffic.

3.5 The Contractor shall return the area designated for equipment and materials storage to the original state at the completion of the project.

3.6 Contractor shall cleanup work areas on a daily basis in accordance with Section 01 74 00, Construction Waste Management and Disposal.

END OF SECTION 01 14 00

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.1 SCOPE

A. This Section specifies administrative and supervisory requirements necessary for project coordination including, but not necessarily limited to:

1. General Project Coordination Procedures.

2. Contractor's personnel.

3. General installation provisions.

4. Cleaning and protection.

1.2 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these specifications in order to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement or payment will be made for work specified in this section.

PART 2 – PRODUCTS (Not Used)

3.1 GENERAL INSTALLATION PROVISION

A. Inspection of Conditions: Require the installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the Contracting Officer for final decision.

F. Recheck measurements and dimensions before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Contracting Officer for final decision.

J. Any damage to or interruption of utilities caused by Contractor or Contractor’s personnel shall be repaired by Contractor and utility restored to full use immediately. The Contractor shall replace all damaged work, materials and equipment with new of like kind or equal, as approved by the Contracting Officer. All repairs shall be in accordance with all local, State, County, Federal building codes and standards.

3.2 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

END OF SECTION 01 31 00

SECTION 01 33 23 - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

1.1 SCOPE

A. This work consists of furnishing technical information, and for the approval of material and product substitutions. Work includes:

1. Catalog Data

2. Samples

3. Design Documents, including calculations

B. Related Work:

1. Certificates and Warranties

2. Engineering Analyses and Results

3. As Built Drawings

1.2 COMPLETENESS OF SUBMITTALS

A. Submittals shall include all pertinent data required to understand the quality of components, dimensional relationships, integration with other materials, assembly techniques, structural aspects, color, finish, texture, and other such characteristics as may be necessary to fully describe the item and its intended use.

B. Incomplete submittals will be cause for rejection. Additional contract time will not be allowed to compensate for incomplete submittal packages.

1.3 SUBSTITUTIONS

A. The Contractor shall submit all required information and submittals or any submittals to be considered as an "or equal" substitution at the Prework Meeting or within 15 days of Notice to Proceed. The Government shall have 21 days to review and approve all information. No work shall be initiated until all submittals related to those work items have been reviewed and approved in writing by the Contracting Officer. After this period, no substitution in products shall be considered and the Contractor shall secure and install products specified or approved. All resubmittals will incur an additional 21 days for review and approval.

1.4 MEASUREMENT AND PAYMENT

A. No separate measurement or payment will be made for work specified in this section.

3.1 CATALOG DATA

A. Original Submittals: Copies of original catalog data are required for the submittal (printed or Xerox copies are not acceptable).

1. Data: Each submittal shall have all pertinent data contained therein that is applicable to the item submitted for approval.

C. Resubmittal: Copies of original catalog data are required for each re-submittal.

1. Data: Each submittal shall have all pertinent data contained therein that is applicable to the item submitted for approval.

D. Approval: Upon approval, one copy so noted will be returned and the remainder will be retained by the Contracting Officer.

3.2 SAMPLES

A. Original Submittal: Actual samples of each item for which samples are required (materials and products requiring selection of design, color, texture and finish), unless otherwise specified, shall be furnished for approval. Approval shall be obtained prior to delivery of the material to the project site. These samples shall be representative of the actual material proposed for use in the project and of sufficient size to demonstrate design, color, texture and finish as they will appear in the completed installation.

B. Resubmittals: All rejected samples will be returned upon request and any or all resubmittals required shall consist of new samples.

C. Approval: Upon approval, one sample so noted will be returned and the remainder will be retained by the Contracting Officer.

3.3 IDENTIFICATION

A. Each catalog brochure or page submitted shall clearly identify the specific item being submitted for approval. A cover sheet shall be provided with each submittal identifying project name, general contractor information, subcontractor information if applicable, and submittal number.

3.4 CONTRACTOR’S RESPONSIBILITY

A. Representation: By the submittal of any catalog data, the contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and other essential data and has coordinated same with the contract documents and other approved submittals.

B. Approval of catalog data shall not relieve the contractor from responsibility for errors or omissions therein.

C. Prohibitions: No portion of the work requiring catalog data shall commence prior to approval of such items.

D. Coordination: Contractor shall be responsible for coordination between trades to insure total compatibility with or between substituted items and those existing, specified, or otherwise provided. Alterations required to achieve compatibility with or between substituted items, shall be accomplished without sacrifice of performance and at no additional cost to the Government.

E. Verification: Any change from elements as originally designed shall be substantiated by calculations and/or data certified by a registered engineer or architect licensed in California.

END OF SECTION 01 33 23

MASTERSPEC Short Form Copyright 1999, The American Institute of Contracting Officers (AIA)

SECTION 01 40 00 - QUALITY REQUIREMENTS

1.1 This Section uses the term "Contracting Officer." Change this term to match that used to identify the design professional as defined in the General and Supplementary Conditions.

SUMMARY

This Section includes administrative and procedural requirements for quality assurance and quality control.

1.2 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that the completed construction complies with requirements. Services do not include contract enforcement activities performed by Contracting Officer.

C. Testing Agency: An independent state certified entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. Delete first paragraph below if Project does not require mockups.

1.3 QUALITY ASSURANCE

A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance.

D. Inspection of Construction: The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and testing at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

Government inspections are for the sole benefit of the Government and do not:

1. Relieve the Contractor of responsibility for providing adequate quality control measures.

2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance.

3. Constitute or imply acceptance.

4. The presence or absence of a Government inspector does not relieve the Contractor from any contract Requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting officer’s written authorization.

Retain paragraph and subparagraph below if other Specification Sections assign certain items of work to preselected contractors (specialists). Revise to suit Project. See Evaluations about naming parties other than Government and Contractor in Specifications.

Retain paragraph below. Specify exceptions, such as ASTM laboratory prequalification standards, in individual Sections.

1.5 Delete paragraph and subparagraphs below if not required. If retaining, indicate location, size, and other details of specific mockups on Drawings or in individual Specification Sections. Revise wording if only one mockup is required.

5. QUALITY CONTROL

A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction.

2. Notify Forest Service and testing agencies at least 24 hours in advance of time when Work that requires inspecting to be performed.

3. Contractor shall coordinate the Government inspections with the work progress and provide a sufficient lead time.

1.6 MEASUREMENT AND PAYMENT

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching.

2. 2. Retain subparagraph above. Above is for simple projects that do not include a "Cutting and Patching" Section and relies on patching and repair materials being the same as for new construction.

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 01 40 00

SECTION 01 41 00 - REGULATORY REQUIREMENTS

1.1 SCOPE

A. This section describes the codes and standards which apply to the work in this contract. Additional codes and standard may be cited in sections to which they apply.

1.2 CODES AND STANDARDS

A. The following codes and standards shall apply to the work in this contract:

1. International Building Code (IBC), latest edition with latest California Amendments

2. California Plumbing Code (CPC), latest edition

3. California Mechanical Code (CMC), latest edition

4. National Electric Code (NEC), latest edition

5. Americans With Disabilities Architectural Barriers Act Accessibility Standards (ADAABA), latest edition

6. American Society for Testing and Materials (ASTM), latest edition

7. American Water Works Association (AWWA)

8. Underwriters Laboratory (UL)

9. Caltrans Construction Site Best Management Practices (BMPS) Reference Manual, latest edition

10. Title 24 Energy Requirements, latest edition

11. American Institute of Steel Construction, (AISC), latest edition

12. American Iron & Steel Institute (AISI), latest edition

13. National Fire Protection Association (NFPA)

14. Uniform Fire Code (UFC), latest edition

15. International Association of Plumbing and Mechanical Officials (IAPMO)

16. National Sanitation Foundation (NSF)

17. California Code of Federal Regulations, Title 22, Division 4.5

18. National Concrete Masonry Association (NCMA).

B. Contractor shall follow all Federal, State, County, and Local regulations. Whichever is more restrictive shall govern.

1.3 DEFINITIONS

A. Building Official as used in the California Plumbing Code, International Building Code, California Mechanical Code and National Electric Code will be the Contracting Officer.

1.4 MEASUREMENT AND PAYMENT

A. No separate measurement or payment will be made for work specified in this section.

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 41 00

SECTION 01 71 13 - MOBILIZATION

PART 1 GENERAL

1.1 SCOPE

A. This work consists of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

1.2 MEASUREMENT AND PAYMENT

A. The accepted quantities will be paid for at the contract unit price for item 01 71 13, Mobilization.

B. Progress payments will be made as follows:

C. The total of all payments will not exceed the original contract amount for item 01 71 13, Mobilization.

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 71 13

SECTION 01 74 00 - CLEANING AND WASTE MANAGEMENT

CLEANING AND WASTE MANAGEMENT Section 01 74 00-1

1.1 SCOPE

A. The work in this section consists of the cleanup required in areas affected by the construction

1. Disposal of the materials designated under clearing and grubbing.

2. Disposal of the excess or unsuitable excavation materials.

4. Disposal of other rubbish generated due to construction.

5. Cleaning or any other operation in which waste is generated.

1.2 MEASUREMENT AND PAYMENT

3.1 Excess materials and refuse materials, including recyclables, generated by the Contractor's demolition and construction operations including wood, shingles, fiberglass, masonry, rebar, concrete, asphalt, all construction debris, unsuitable excavation, and the like shall be removed from the project site as it accumulates and disposed of off National Forest Lands to an appropriate recycle facility or landfill. The Contractor shall keep all areas adjacent to, and leading to the site, clean and free of debris at all times. Site shall be restored to as near its natural condition as possible.

3.2 Salvageable items not intended for use in this contract and not specifically designated to remain the property of the Government shall become the property of the Contractor. Items not salvageable shall be disposed of according to article 3.1 above.

3.3 Concrete trucks shall be washed out in the project area in conformance with Caltrans Best Management Practices (BMP) requirements.

3.4 Burning is not permitted on Government Property. No welding operations shall proceed until an approved welding permit has been issued by qualified Forest Service fire personnel.

END OF SECTION 01 74 00

SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

1.1 SCOPE

A. This section includes required salvage and recycling of the following waste materials and applies to all such listed waste materials produced during the course of this contract.

1. Land Clearing Debris: Solid waste generated solely from land clearing operations, such as brush, stumps and trees.

a. See Section 31 10 00, Site Clearing for requirements for salvage and processing of designated materials to produce mulch for use in landscape construction for this project. Material required for production of landscape mulch is not classified as land clearing debris.

2. Concrete, Masonry, and Other Inert Fill Material: Concrete, brick, rock, clean soil not intended for other on-site use, broken up asphalt pavement containing no ABC stone, clay, concrete, or other contaminants, and other inert material.

3. Metals: Metal scrap including iron, steel, copper, brass, and aluminum.

4. Other Mixed Construction and Demolition Waste: Solid waste resulting solely from construction, repair, or demolition operations on pavement, buildings, or other structures exclusive of waste materials listed herewith.

B. Non-Recyclable Waste: Collect and segregate non-recyclable waste for delivery to a permitted landfill site.

1. Mixed Solid Waste: Solid waste usually collected as a municipal service, exclusive of waste materials listed above.

1.2 DEFINITION

A. Waste Materials are defined as large and small pieces of the materials indicated which are excess to the contract requirements and generally include materials which are to be salvaged from existing construction and items of trimmings, cuttings and damaged goods resulting from new installations, which cannot be effectively used in the work.

1.3 QUALITY ASSURANCE

A. Disposal Sites, Recyclers, and Waste Materials Processors: Use only facilities properly permitted by the State of California and by local authorities where applicable.

B. California Recycling Information: https://www.calrecycle.ca.gov/

1.4 DELIVERY, STORAGE, AND HANDLING

A. Environmental Requirements: Transport recyclable waste materials from the work area to the recycle containers and carefully deposit in the containers without excess noise and interference with other activities, in a manner to minimize noise and dust. Reclose container covers immediately after materials are deposited.

B. Do not place recyclable waste materials on the ground adjacent to a container.

1.5 MEASUREMENT AND PAYMENT

PART 2 – PRODUCTS (NOT USED)

3.1 WASTE MANAGEMENT

A. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with Execution Requirements listed above for progress cleaning requirements.

B. Delivery Receipts: Keep and maintain records of all deliveries to recycling facilities and all pickups of waste materials at the site by others as specified above.

C. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the work. Relocate and modify facilities as required.

3.2 RECYCLABLE WASTE MATERIALS HANDLING

A. General: The following paragraphs supplement handling requirements for various materials identified for classification and recycling listed in Part 1 “Summary” article above.

1. Concrete: Provide concrete to area concrete supplier, or recycling facility, for use as stabilization material.

2. Fencing: Provide fencing to a recycling facility.

3. Trees, Limbs, Slash, and Roots: Provide to a recycling facility.

END OF SECTION 01 74 19

SECTION 02 41 00 - DEMOLITION

PART 1 - GENERAL

1.01 SCOPE

A. The work within this section includes but is not limited to the following items: demolition, removal and disposal of existing tables and existing wood bollards. It shall also include salvage materials. The site shall be returned to a natural state. The work within this Section includes, but is not limited to, the following items:

1. Base Bid: Demolish and remove and dispose of construction debris off National Forest land as describe in Section 01 74 00 Cleaning and Waste Management, and Section 01 74 19, Construction Waste Management.

“Demo Sites” shall include removing existing picnic tables. Site shall be restored back to its natural state.

1.02 MEASUREMENT AND PAYMENT

1.03 QUALITY ASSURANCE

A. Regulatory Assurance: Comply with governing EPA notification refulations before beginning demolition Comply with hauling, abatement, and disposal regulations or authoriities having jurisdiction.

B. Disposal Records: Provide routine review of all receipts and documentation for all disposal, recycling and landfill disposal. Upon project completion, provide all manifests and tickets documenting final disposal of recycled and disposed wastes in accordance with Section 01 33 23 Shop Drawings, Product Data and Submittals.

1.04 PROJECT CONDITIONS

A. Contractor shall perform their own independent site inspection of the site conditions during the pre-work site inspection.

1.05 DEFINITIONS

A. Demolish: Completely remove and legally dispose of off-site.

B. Salvage: Carefully detach from existing construction, in a manner to prevent damage, reduce size or configuration as necessary and deliver to the designated location.

C. Inert Material: A material passively resistant to change. For this project, these include block, masonry, pavement and concrete.

1.06 MATERIAL OWNERSHIP

A. Unless otherwise indicated, demolition debris becomes the property of the Contractor.

PART 2 - PRODUCTS

2.01 N/A

3.01 Prior to starting demolition work, the Contractor shall make an inspection with the Contracting Officer’s Representative to determine the physical condition of adjacent improvements scheduled to remain. The Contractor shall exercise caution to minimize disturbance to existing improvements.

3.02 Demolition work shall be performed in such a manner as to ensure the safety of persons working or visiting the area. The use of explosives is prohibited on this project. Do not burn demolished materials under any circumstance. Remove and transport debris in a manner that will prevent spreading or spillage into adjacent areas. All loads of debris (dump trucks or bins) are to be covered when in motion to prevent airborne dust.

3.03 All designated salvageable material shall be removed without unnecessary damage and shall be stored in locations designated by the COR.

3.04 Debris resulting from the demolition portion of this project shall be removed from the work site as it accumulates in accordance with Section 01 74 00, Cleaning and Waste Management, and 01 74 19 Construction and Waste Management. Keep all pavement areas adjacent to and leading from the site, clean and free of debris at all times.

3.06 UTILITY DEMOLITION

A. Locate and identify all existing utilities. It is the Contractors responsibility to protect existing utilities from damage. All damage to utilities caused by the Contractor shall be repaired by the Contractor at no cost to the government.

B. Prior to commencing work, erosion control measures shall be established in accordance with Section 01 57 24, Storm Water Pollution Control and Section 31 20 00 Earth Moving.

3.08 PROTECTION OF SENSITIVE RESOURCE AREAS AND ADJACENT TREES

A. Existing trees and vegetation adjacent to the demolition areas shall be protected against any unnecessary damage in accordance with Section 31 10 00, Site Clearing.

3.09 ABESTOS DISCLOSURE

A. Comply with hauling, abatement, and disposal regulations or authorities having jurisdictions for all hazardous material.

END OF SECTION 02 41 00

SECTION 32 30 00 – SITE IMPROVEMENTS

1.1 SCOPE: This Section includes the following:

A. Picnic Table

1.2 MEASUREMENT AND PAYMENT: Measurement for work performed under this section will be made under those pay items as listed in the Schedule of Items and will constitute full compensation for all materials, labor, equipment, testing and incidentals necessary to complete the work as specified herein.

PART 2 – PRODUCTS

2.1 Picnic table shall be concrete and shall be in accordance with Division 3, Concrete. Concrete table shall be Outdoor Creations INC. Model # 104FSS or approved equal.

PART 3 – EXECUTION

3.1 All prefabricated improvements or components of an assembly shall be installed in strict conformance.

with the manufacturer's recommended installation instructions.

3.2 Assemblies shall be installed or herein, in accordance with ADAABA guidelines, and in conformance with good construction practices.

3.3 Remove existing bollards per site to access table locations and replace in same locations when table has been placed.

END OF SECTION 32 20 00

STATEMENT OF WORK Section 01 11 00-4