Attachment_1_Specifications.pdf

S P E C I F I C A T I O N S

FOR PROJECT

QJVF 13-0067

REPAIR PRIDE PARKING LOT PHASE 2

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

June 23, 2014

100% FOR REVIEW

REPAIR PRIDE PARKING LOT PHASE 2

Project # QJVF13-0067

SPECIFICATIONS

OWNER Minot Air Force Base

5 CONS

165 Missile Avenue

Minot AFB, ND 58705-5027

ENGINEER FourFront Design, Inc.

517 Seventh Street

Rapid City, SD 57701

P (605) 342-9470 F (605) 342-2377

ENGINEER’S PROJECT NO. 13-2014-C07

DATE June 23, 2014

CERTIFICATION I hereby certify that the Specifications, together with the accompanying documents, were prepared by me or under my direct supervision and that I am duly registered under the laws of the State of North Dakota.

REPAIR PRIDE PARKING LOT PHASE 2 100% SUBMITTAL

MINOT AIR FORCE BASE, ND PROJECT NO. QJVF 13-0067

Specifications Table of Contents

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 02/14 GENERAL REQUIREMENTS

01 33 00 05/11 SUBMITTAL PROCEDURES

01 42 00 08/10 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20 02/14 ENVIRONMENTAL PROTECTION

01 78 00 02/14 CLOSEOUT SUBMITTALS

01 78 23 07/06 OPERATION AND MAINTENANCE DATA

01 78 39 02/14 AS-BUILT DRAWINGS

DIVISION 26 - ELECTRICAL

26 00 00 00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 08/13 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 11/08 INSULATED WIRE AND CABLE

26 05 71.00 40 05/11 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 55 53.00 10 10/07 EXTERIOR LIGHTING INCLUDING SECURITY AND CCTV

APPLICATIONS

26 56 00 05/13 EXTERIOR LIGHTING

26 56 13.00 40 11/08 LIGHTING POLES AND STANDARDS

26 56 23.00 40 11/08 AREA LIGHTING

DIVISION 31 – EARTHWORK

31 00 00 08/08 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 08/08 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 04/08 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 04/08 PAVEMENT MARKINGS

32 92 19 10/06 SEEDING

DIVISION 33 – UTILITIES

33 40 00 02/10 STORM DRAINAGE UTILITIES

APPENDIX A GEOTECHNICAL ENGINEERING REPORT

- - END OF PROJECT TABLE OF CONTENTS - -

PROJECT TABLE OF CONTENTS Page 1

Repair Pride Parking Lot Phase 2 100% Submittal Minot AFB, ND Project No. QJVF 13-0067

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Boring Logs

1.3.2 Subsurface Data

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

Repair Pride Parking Lot Phase 2 Minot AFB, ND

100% Submittal Project No. QJVF 13-0067

Document 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G-001 Cover Sheet G-002 Design Analysis V-101 Site Topographic Survey CD-100 Site Demolition CP-100 Site Plan CP-101 Sidewalk Layouts CP-700 Erosion Control Plan CG-100 Overall Grading Plan CG-101 North Grading Plan CG-102 West Grading Plan CG-103 East Grading Plan CG-104 Loading Dock Grading Plan CU-102 Storm Sewer Plan & Profiles SD-1, SD-2, SD-3 CU-103 Storm Sewer Plan & Profile SD-4 CU-104 Storm Sewer Plan & Profile SD-5 C-501 Details Sheet 1 C-502 Details Sheet 2 E-001 Electrical Notes, Symbols and Abbreviations ED-100 Electrical Site Demo Plan EP-100 Electrical Site Plan E-500 Electrical Details

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made. Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders in the office of the Contracting Officer. The soils report is included as part of the solicitation.

-- End of Document --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

02/14

PART 1 GENERAL

1.1 LOCATION OF WORK

1.2 DESCRIPTION OF WORK

1.3 REFERENCES

1.4 SUBMITTALS

1.5 USE OF PREMISES

1.5.1 Area Designation

1.5.2 Coordination

1.6 EQUIPMENT PARKING

1.7 WORK SCHEDULE

1.8 CONSTRUCTION PROGRESS SCHEDULE

1.9 REFERENCE STANDARDS

1.9.1 Products

1.9.2 Standard Date

1.10 SAFETY

1.10.1 Regulations

1.10.2 Instructions

1.11 TRAFFIC CONTROL

1.12 HAULING MATERIALS

1.13 DRAWINGS AND SPECIFICATIONS

1.14 AS-BUILT DRAWINGS

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

1.15.2 Storage

1.16 SUPERVISION

1.17 UTILITIES

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

1.18.1.2 Processing

1.18.1.3 Scheduling

1.18.1.4 Maintenance

1.18.1.5 Request Approval

1.18.1.6 Utility Protection

1.19 BASE ACCESS

1.19.1 [Enter Appropriate Subpart Title Here]

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

1.20.2 Identification of Employees

1.21 SANITARY FACIITIES

1.22 BUILDING INFORMATION CHECKLIST

1.23 RADIOACTIVE MATERIALS

1.24 ASBESTOS AND LEAD PAINT ABATEMENT

PART 2 PRODUCTS

SECTION 01 11 00 Page 1

PART 3 EXECUTION

SECTION 01 11 00 Page 2

Section 01 11 00 Page 1

SECTION 01 11 00

GENERAL REQUIREMENTS

02/14

PART 1 GENERAL

1.1 LOCATION OF WORK

The work is located in the parking lot area surrounding Building 475 at Minot Air Force Base (MAFB). See location map on Drawing Sheet G-001 of the project drawing set for location. The work is in a controlled area.

1.2 DESCRIPTION OF WORK

1.2.1 Remove existing asphalt, base course, sidewalk, curb and gutter and miscellaneous electrical facilities. Contractor may remove and mill existing asphalt and blend with existing base course to specified depth.

1.2.2 Install new asphalt, base course, sidewalk, curb and gutter, concrete pans, inlets, storm sewer pipes and electrical lighting fixtures and poles.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Progress Schedule Contract Progress Report Project Manager Project Superintendent Quality Control Plan Base Civil Engineering Work Clearance Request Personnel Listing Welding Permit Radioactive Materials

SD-11 Closeout Submittals

Building Information Checklist

Section 01 11 00 Page 2

1.5 USE OF PREMISES

1.5.1 Area Designation

The site is located within an uncontrolled area. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

A Water Main Replacement project is scheduled on the Pride Building property during the 2015 Construction Season. Upon request, the Contracting Officer will make the plans for the Water Main Replacement project available to the Contractor. The Contractor shall coordinate with the Water Main Replacement project Contractor when developing the project schedule. Coordination throughout the project shall be maintained, as necessary, with the Water Main Replacement project.

The Contractor shall coordinate staking requests with the Water Main Replacement project Contractor.

1.5.3 Phasing

The project shall be divided into three phases, as depicted in Attachment No. 1, Construction Phases Diagram. Phases B and C shall not be simultaneously under construction and Phases A and C shall not be simultaneously under construction, except a specified herein. Phases A and B may be under construction simultaneously, if applicable.

The Contractor may schedule the project in such a way that the following criteria are satisfied: Phases B and C may both be under construction if vehicular parking for the User is made available in either Phase B or Phase C at all times; Phases A and C may both be under construction if vehicular parking for the User is made available in either Phase A or Phase C at all times.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:00 a.m. and 7:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other

Section 01 11 00 Page 3 than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule, AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report, AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 Standard Date

The date of the standard is that in effect as of the Request for Proposal date.

1.10 SAFETY

1.10.1 Regulations

Contractor to comply with all OSHA/NEC/IBC Regulations.

1.10.2 Instructions

Contractor to comply with Minot Air Force Base Instruction (MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

Section 01 11 00 Page 4

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as specified in Section 01 78 39, As-Built Drawings.

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance. All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas. Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

1.15.2 Storage

At close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If contractor should have a storage structure or equipment located on base, it shall be removed, and storage area restored to its original condition within seven days after final acceptance of this project.

1.16 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent capable of reading, writing, and conversing fluently in the English language. The Project Superintendent shall be on the job site during working hours. The Project Manager must have a minimum of 5 years of experience as a Project Manager or Superintendent on projects like this contract or similar in size and complexity. The Project Superintendent must have a minimum of 5 years of experience as a Superintendent on projects similar in size and complexity.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production.

Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. Provide resumes for the proposed Project Manager and on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed Project

Section 01 11 00 Page 5

Manager and on-site Project Superintendent at any time in order to verify the submitted qualifications.

1.17 QUALITY CONTROL

The contractor shall provide a Quality Control Inspector who is familiar with all phases of operation. This individual may be the same person as the Project Superintendent. The quality control inspector's responsibility shall be to make constant quality control inspections of all phases of the operation, in order to assure constant compliance with the contract specifications. A Quality Control Plan shall be submitted to the Contracting Officer prior to the start of any work. This plan should apply to all subsequent delivery orders.

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request. AF Form 103 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.18.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s).

Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.18.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

1.18.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average

Section 01 11 00 Page 6 shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.18.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form.

Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.18.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.18.2 Welding

When any welding, cutting, brazing or use of any open flame device is used, a Welding Permit (AF Form 592) shall be obtained from the Base Fire Department prior to beginning such work.

During such work, a fully charged and operable fire extinguisher, appropriate for the task, shall be provided by the contractor.

1.19 BASE ACCESS

1.19.1 [Enter Appropriate Subpart Title Here] The contractor shall allow a total of 30 minutes processing time to enter or leave Minot Air Force Base (MAFB) installation entry control gates (Magic City, Minot or North Gates). This cost shall have been factored into the contractor's bid price.

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with Minot AFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.20.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be

Section 01 11 00 Page 7 permitted entry into the job site. One form of identification shall have a picture.

1.21 SANITARY FACIITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.22 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08, Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility (such as heating systems), but not movable equipment (e.g., plant equipment, industrial equipment, buoys).

In many instances this term is synonymous with real estate.

1.23 RADIOACTIVE MATERIALS

The contractor shall obtain written approval from the Installation Radiological Safety Officer (IRSO), 5 MDOS/SGOJ), to transport, or use temporary storage areas for radioactive material (RAM) on the installation.

Common RAM used on the installation includes soil density gauges and pipe weld x-rays. The contractor shall submit the following IRSO approval a minimum of 30 days prior to bringing RAM on the installation.

An NRC or Agreement State license. A copy of the Nuclear Regulatory Commission (NRC) Form 241 must be an adjunct to the Agreement State license for those areas of exclusive Federal jurisdiction. For those areas of concurrent or proprietary jurisdiction in an agreement state, then the respective Agreement State license is a valid authorization;

or, a valid US Navy or Veterans Affairs (VA) RAM permit;

or, written certification from Department of Energy (DOE) organizations or DOE prime contractors that they are exempt from NRC license requirements.

The IRSO is authorized to suspend unsafe operations involving the use of RAM and contractor operations that violate Air Force instruction (AFI) 40-201, a permit, or Federal regulations until corrective action is taken.

1.24 ASBESTOS AND LEAD PAINT ABATEMENT

The contractor shall abate existing asbestos containing and lead paint materials disturbed by their construction activities to complete the project. Abatement requirements are specified in specification Section 01 57 20, Environmental Protection which includes the requirement for the contractor to accomplish their own hazard material survey of affected work areas.

The contractor is responsible for including in their price proposal abating asbestos containing and lead paint materials either identified in the hazard material report included in the specifications, identified in the drawings

Section 01 11 00 Page 8 or those materials visible during a site visit of the work areas. However, the contractor is not responsible for abating materials not identified in the specification's hazard material report or drawings, or concealed from view during a site visit.

1.25 UTILITIES

Water and electricity required will be furnished by the Government.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/14

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.2 SUBMITTALS

1.3 PROCEDURES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/14

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) to include:

Section 01 11 00 GENERAL REQUIREMENTS Preconstruction Submittals

SEction 01 14 00 WORK RESTRICTIONS Preconstruction Submittals

Section 01 45.00 10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION Preconstruction Submittals

Section 01 57 20 ENVIRONMENTAL PROTECTION Preconstruction Submittals

Preconstruction Submittals specified in other specification sections

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by

SECTION 01 33 00 Page 2 which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, SECTION 01 33 00 Page 3 hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Form, Submittal Register

1.3 PROCEDURES

Submittal procedures are as follows:.

1.3.1 The contractor shall be required to submit items listed in Submittal Form, Submittal Register.

1.3.2 Transmit each item under AF 3000, Material Approval Submittal form. Identify contract number, project number, and contractor.

Identify section and paragraph reference for each item submitted with the AF 3000. Submit five (5) copies unless otherwise required elsewhere in the specification.

1.3.3 Unless specifically stated otherwise elsewhere in this

specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.3.4 The contractor shall allow for ten (10) working days for the Government to review a submittal.

1.3.5 All SD-01 PReconstruction Submittals shall be approved by the Contracting Officer prior to the contractor mobilizing to the work site.

1.3.6 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.3.7 The contractor shall fill in the "Required Submission Date" on

SECTION 01 33 00 Page 4 the Submittal Form, Submittal Register with the date he plans on submitting the submittals to the Government. A copy of the Submittal Register with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 5

Solicitation/Contract Number

APPROVED DISAPPROVED

1 01 11 00 1 Preconstruction Submittals

Construction Progress Schedule

1.8

2 01 11 00 1 Preconstruction Submittals

Contract Progress Report 1.8

3 01 11 00 1 Preconstruction Submittals

Project Manager 1.16

4 01 11 00 1 Preconstruction Submittals

Project Superintendent 1.16

5 01 11 00 1 Preconstruction Submittals

Quality Control Plan 1.17

6 01 11 00 1 Preconstruction Submittals

Base Civil Engineering Work Clearance Request

1.18.1.1

7 01 11 00 1 Preconstruction Submittals

Personnel Listing 1.20.2

8 01 11 00 1 Preconstruction Submittals

Welding Permit 1.18.2

9 01 11 00 1 Preconstruction Submittals

Radioactive Materials 1.23

10 01 11 00 11 Closeout Submittals

Building Information Checklist 1.22

11 01 33 00 1 Preconstruction Submittals

AF Form 66, Schedule of Materials Submittal

1.3

12 01 57 20 1 Preconstruction Submittals

Environmental Pollution Control Proposal

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Project Number

QJVF 13-0067

Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

AF Form 66

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TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

13 01 57 20 1 Preconstruction Submittals

Preconstruction Survey 1.4

14 01 57 20 1 Preconstruction Submittals

Storm Water Pollution Prevention Plan

1.8.1.2.1

15 01 57 20 1 Preconstruction Submittals

Notice Of Intent 1.8.1.2.1

16 01 57 20 1 Preconstruction Submittals

Asbestos Survey Report 1.10.1.2

17 01 57 20 1 Preconstruction Submittals

Notification Of Demolition And Renovation

1.10.1.3

18 01 57 20 1 Preconstruction Submittals

Lead Based Paint Survey Report

1.10.2.1

19 01 57 20 1 Preconstruction Submittals

Hazardous Materials Authorization Information

1.11

20 01 57 20 1 Preconstruction Submittals

Recycled Content Report 1.12.2

21 01 57 20 1 Preconstruction Submittals

Waste Disposal Plan 1.15.6

22 01 57 20 7 Certificates Hazardous Material Usage Data

1.11.3

23 01 57 20 7 Certificates C&D Report 1.13.2

24 01 57 20 7 Certificates Disposal Documents And Weight Tickets

1.15.4.5

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Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

25 01 57 20 7 Certificates Solid Waste Diversion Report 1.15.5

26 01 57 20 11 Closeout Submittals

Hazardous Material Usage Data Final Report

1.11.5

23 27 01 78 23 10 Operation and

Maintenance Data Operation and Maintenance Data Package

1.1

39 28 01 78 39 11 Closeout

Submittals As-Built Drawings 1.4.4

29 26 00 00.00

2 Shop Drawings Shop Drawings 1.5.1

30 26 00 00.00

3 Product Data Product Data 1.5.2

31 26 50 00.00

6 Test Reports Continuity Test 3.3

32 26 50 00.00

6 Test Reports Insulation Resistance Test 3.3

33 26 50 00.00

3 Product Data Product Data - Conduits and Raceways

2.1.1

34 26 50 00.00

3 Product Data Product Data - Wire and Cable 2.1.2

35 27 50 00.00

3 Product Data Product Data - Splices and Connectors

3.2.1.3

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3 Product Data Product Data - Receptacles 2.1.3

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Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

37 27 50 00.00

3 Product Data Product Data - Outlets, Outlet Boxes, and Pull Boxes

2.1.4

38 27 50 00.00

3 Product Data Product Data - Circuit Breakers 2.1.5

39 27 50 00.00

3 Product Data Product Data - Lamps and Lighting Fixtures

2.1.6

40 26 50 00.00

8 Manufacturer’s Instructions

Manufacturer's Instructions 2

41 26 50 00.00

7 Certificates Certification 1.4

42 26 50 00.00

1 Preconstruction Submittals

Material, Equipment, and Fixture List

2.1

43 26 56 00 1 Preconstruction Submittals

Photometric Plan 1.4.2

44 26 56 00 6 Test Reports LED Luminaire Test Report 1.4.4

45 26 56 00 6 Test Reports LED Light Source Test Report 1.4.5

46 31 00 00 1 Preconstruction Submittals

Proposed Source of Borrow Material

3.3

47 31 00 00 6 Test Reports Testing 3.15

48 31 00 00 6 Test Reports Testing - Borrow Site Testing 2.1

49 31 00 00 7 Certificates Qualifications of Commercial Testing Laboratory

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QJVF 13-0067

Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

50 32 11 23 6 Test Reports Sampling and Testing 1.5

51 32 11 23 6 Test Reports Field Density Tests 1.5.2.4

52 32 11 23 7 Certificates Qualifications of Commercial Testing Laboratory

1.5

53 32 12 16 3 Product Data Job Mix Formula 2.3

54 32 12 16 6 Test Reports Asphalt Content 3.10.3.1

55 32 12 16 6 Test Reports Gradation 3.10.3.2

56 32 12 16 6 Test Reports Temperatures 3.10.3.3

57 32 12 16 6 Test Reports Aggregate Moisture 3.10.3.4

58 32 12 16 6 Test Reports Moisture Content of Mixture 3.10.3.5

59 32 12 16 6 Test Reports Laboratory Air Voids, Marshall Stability and Flow

3.10.3.6

60 32 12 16 6 Test Reports In-Place Density 3.10.3.7

61 32 12 16 6 Test Reports Grade and Smoothness 3.10.3.8

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QJVF 13-0067

Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

62 32 12 16 7 Certificates Asphalt Cement Binder 2.2

63 32 12 16 7 Certificates Testing Laboratory 3.6

64 32 16 13 3 Product Data Concrete 2.1

65 32 16 13 6 Test Reports Field Quality Control 3.8

66 32 17 24.00

3 Product Data Paint Product Data 2.1

67 32 17 24.00

3 Product Data Qualifications 1.4.1

68 32 17 24.00

6 Test Reports Test Results 2.2

69 32 17 24.00

7 Certificates Certificate of Compliance 2.2

70 32 17 24.00

8 Manufacturer’s Instructions

Paint Manufacturer's Instructions

3.2.1

71 32 92 19 3 Product Data Wood Cellulose Fiber Mulch 2.4.3

72 32 92 19 6 Test Reports Topsoil Composition Tests 2.2.3

73 32 92 19 7 Certificates Seed 2.1

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QJVF 13-0067

Project Title:

Repair Pride Parking Lot Bldg 475 Phase 2

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACTOR ADMINISTRATOR

74 32 92 19 3 Product Data Fertilizer 2.3

75 32 92 19 8 Manufacturer’s Instructions

Erosion Control Materials 2.6

76 33 40 00 6 Test Reports Hydrostatic Test 2.5

77 33 40 00 6 Test Reports Leakage Tests 3.7.1

78 33 40 00 6 Test Reports Post-Installation Inspection 3.7.3

79 33 40 00 7 Certificates Concrete Pipe 2.1.1

80 33 40 00 7 Certificates Flared End Sections 2.2.1

81 33 40 00 7 Certificates Precast Reinforced Concrete Manholes

2.3.2

82 33 40 00 7 Certificates Frame and Cover for Gratings 2.3.3

83 33 40 00 7 Certificates Flexible Watertight Joints 2.3.4.1

84 33 40 00 7 Certificates Resilient Connectors 2.4

85 33 40 00 8 Manufacturer’s Instructions

Placing Pipe 3.3

AF Form 66

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Avenue Denver, CO 80235 Ph: 800-926-7337 Fax: 303-347-0804 E-mail: smorrison@awwa.org Internet: http://www.awwa.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IES)

120 Wall Street, 17th Floor New York, NY 10005 Ph: 212-248-5000

SECTION 01 42 00 Page 2

Fax: 212-248-5018 E-mail: IES@IES.org Internet: http://www.IES.org

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 Hoes Lane or 2001 L Street, NW. Suite 700 Piscataway, NJ 08855-1331 or Washington, DC 20036-4910 USA Ph: 732-981-0060 or 800-701-4333 Fax: 732-562-6380 E-mail: onlinesupport@ieee.org or ieeeusa@ieee.org Internet: http://www.ieee.org

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

1, ch. de la Voie-Creuse Case Postale 56 CH-1211 Geneve 20 Switzerland Ph: 41-22-749-01-11 Fax: 41-22-733-34-30 E-mail: central@iso.ch Internet: http://www.iso.org

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 1752 Rosslyn, VA 22209 Ph: 703-841-3200 Fax: 703-841-5900 Internet: http://www.nema.org/

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 617-770-3000 or 800-344-3555 Fax: 617-770-0700 E-mail: webmaster@nfpa.org Internet: http://www.nfpa.org

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 Fax: 360-817-6278 E-mail: CEC.us@us.ul.com Internet: http://www.ul.com/ UL Directories available through IHS at http://www.ihs.com

U.S. ARMY CORPS OF ENGINEERS (USACE)

Order CRD-C DOCUMENTS from:

U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 E-mail: MTC-INFO@erdc.usace.army.mil Internet:

http://gsl.erdc.usace.army.mil/SL/MTC/handbook/handbook.htm Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102

SECTION 01 42 00 Page 3

Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.usace.army.mil/publications or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Order AMS Publications from:

AGRICULTURAL MARKETING SERVICE (AMS)

Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8871 Fax: 704-852-4189 E-mail: seed.ams@usda.gov Internet: http://www.ams.usda.gov/lsg/seed.htm Order Other Publications from:

U.S. Department of Agriculture, Rural Utilities Service 14th and Independence Avenue, SW, Room 4028-S Washington, DC 20250 Ph: 202-720-2791 Fax: 202-720-2166 Internet: http://www.usda.gov/rus

U.S. DEPARTMENT OF DEFENSE (DOD)

Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343

FAX: 215-697-1462

E-mail: pia@hq.afis.asd.mil Internet: http://www.dod.gov Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/ ; account registration required Obtain Unified Facilities Criteria (UFC) from:

Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Ariel Rios Building 1200 Pennsylvania Avenue, N.W.

Washington, DC 20004 Ph: 202-272-0167

SECTION 01 42 00 Page 4 for Fax and E-mail see below Internet: http://www.epa.gov --- Some EPA documents are available only from:

National Technical Information Service (NTIS) 5301 Shawnee Road Alexandria, VA 22312 Ph: 703-605-6050 or 1-688-584-8332 Fax: 703-605-6900 E-mail: info@ntis.gov Internet: http://www.ntis.gov

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

General Services Administration 1800 F Street, NW Washington, DC 20405 Ph: 202-501-0800 Internet: www.GSA.gov Obtain documents from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/ ; account registration required

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Fax: 301-837-0483 E-mail: contactcenter@gpo.gov Internet: http://www.archives.gov Order documents from:

Superintendent of Documents U.S.Government Printing Office (GPO) 732 North Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 Fax: 202-512-2104 E-mail: contactcenter@gpo.gov Internet: http://www.gpoaccess.gov

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

02/14

PART 1 GENERAL

1.1 SCOPE

1.2 IMPLEMENTATION

1.3 SUBMITTALS

1.4 PRECONSTRUCTION SURVEY

1.5 PERMITS AND FEES

1.5.1 Contractor Responsibility

1.5.2 Demolition and Renovation Work

1.6 PROTECTION OF LAND AREAS

1.7 PROTECTION OF TREES AND SHRUBS

1.7.1 Tree Protective Structures

1.7.2 Restoration of Damaged Trees

1.8 WATER RESOURCES AND STORM WATER DISCHARGE

1.8.1 NPDES Storm Water Program General Construction Permit

1.8.1.1 Large Construction

1.8.1.1.1 Scope

1.8.1.1.2 Storm Water Pollution Prevention Plan

1.8.1.1.3 Notice of Intent

1.8.1.1.4 Maintenance

1.8.1.1.5 Inspections

1.8.1.1.6 Notice of Termination

1.8.1.2 Small Construction

1.8.1.2.1 Small Construction Activity

1.8.1.3 Construction Activity Less Than One Acre

1.8.1.4 Wetlands, Erosion And Sediment Controls

1.8.1.4.1 Wetlands

1.8.1.4.2 Erosion And Sediment Controls

1.8.2 Contaminate Discharge

1.8.3 Sanitary Sewer

1.8.4 Ground Water

1.8.5 Protection Of Water Resources

1.8.5.1 Disposal Of Water Generated During Construction Dewatering

1.8.5.1.1 Dewatering Of Ground Water

1.8.5.1.2 Land Application

1.8.6 Erosion And Sediment Control

1.8.7 Spill Prevention And Response Plan

1.9 AIR QUALITY

1.9.1 Burning

1.9.2 Particulates

1.9.3 Sound Intrusion

1.9.4 Ozone Depleting Chemicals (ODCs)

1.9.4.1 Air Conditioning And Refrigeration Equipment

1.9.5 Dust Control

1.10 TOXICS

1.10.1 Asbestos And Abestos Hazards

1.10.1.1 New Asbestos Containing Materials

SECTION 01 57 20 Page 1

1.10.1.2 Inspection, Removal And Disposal

1.10.1.3 Notification

1.10.2 Paint And Paint Hazards

1.10.2.1 Existing Paint

1.10.2.2 New Paint Restriction

1.10.2.3 Disposal

1.10.2.4 Characteristics

1.10.3 Polychlorinated Biphenyls (PCBs)

1.10.3.1 Disposal

1.11 HAZARDOUS MATERIALS (HAZMAT)

1.11.1 Emergency Planning And Community Right-To-Know Act (EPCRA)

1.11.2 Identification

1.11.3 Hazardous Material Usage Data

1.11.4 Material Safety Date Sheets (MSDS)

1.11.5 Hazardous Material Usage Data Final Report

1.11.6 Submittal

1.11.7 Storage Requirements

1.11.8 Fuel And Lubricants

1.12 GREEN PROCUREMENT

1.12.1 EPA Guideline Items

1.12.2 Recycled Content Report

1.13 QUALIFIED RECYCLING PROGRAM (QRP)

1.13.1 Recycling/Reuse of Excess Materials and Construction and

Demolition (C&D) Debris

1.13.2 Reporting

1.13.3 Report Format

1.13.4 Material Disposal

1.14 HAZARDOUS WASTE PROCEDURES

1.14.1 Responsibilities

1.14.2 Disposal

1.14.2 Storage

1.14.3 Fines And Penalties

1.14.4 Universal Wastes

1.14.4.1 Fluorescent Lights

1.14.4.2 Batteries

1.14.4.3 Recycling

1.14.4.4 Responsibility

1.15 SOLID WASTES

1.15.1 Practices

1.15.2 Recycling

1.15.3 Disposal

1.15.4 Solid Waste Disposal Facilities

1.15.4.1 Landfills

1.15.4.2 Regulated Hazardous Wastes

1.15.4.3 On Site Disposal

1.15.4.4 Clean Up Costs

1.15.4.5 Disposal Documents And Weight Tickets

1.15.5 Non-Hazardous Solid Waste Diversion Report

1.15.6 Waste Disposal Plan

1.16 SPILLS AND SPILL RESPONSE PROCEDURES

1.16.1 Clean Up Kit

1.16.2 Clean Up And Disposal Costs

1.16.3 Spill Clean Ups

1.16.4 Testing

1.16.5 Spill Response Procedures

1.17 DISCOVERY OF CONTAMINATED SOILS, MILITARY MUNITIONS, AND

HISTORIC, ARCHAEOLOGICAL, OR CULTURAL RESOURCES

1.17.1 Historical, Archaeological, and Cultural Resources

1.17.2 Military Munitions

1.18 POST-CONSTRUCTION CLEANUP OR OBLITERATION

SECTION 01 57 20 Page 2

1.19 CORRECTIVE ACTION

1.20 ENVIRONMENTAL MANAGEMENT SYSTEM (EMS)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 57 20 Page 3

Section 01 57 20 Page 1

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

02/14

PART 1 GENERAL

1.1 SCOPE

The Contractor shall perform all work in such manner as to minimize the polluting of air, water, or land, and shall, within reasonable limits, control noise and the disposal of solid waste materials, as well as other pollutants. Recycling of construction and demolition debris is required when economically advantageous.

1.2 IMPLEMENTATION

Within 20 calendar days after Notice to Proceed and prior to commencement of the work at the site, the Contractor shall detail their proposal for implementing the requirements for environmental pollution control (Environmental Pollution Control Proposal) specified herein. Submit in accordance with the submittal table.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Pollution Control Proposal

Preconstruction Survey

Storm Water Pollution Prevention Plan

Notice Of Intent

Asbestos Survey Report

Notification Of Demolition And Renovation

Lead Based Paint Survey Report

Haza…