16 Attachment 10 Warroad Final 100 Specifications_Rev 1.pdf

SPECIFICATIONS

WARROAD MINNESOTA TOWER REPLACEMENT

LMR TOWER REPLACEMENTS

FOR

FAA AERONAUTICAL CENTER

BUILDING 014 – AHQ, ROOM 233A

OKLAHOMA CITY, OKLAHOMA 73125

CONTRACT NO. 6973GH-19-C-00086

PREPARED BY

The Johnson-McAdams Firm, P.A.

108 West Market Street

Greenwood, MS 38930

May 2020

LMR Tower Replacements

Contract No. 6973GH-19-C-00086

Project Specifications

Warroad, Minnesota

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 32 00 PROGRESS SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 TOWER SAFETY PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 50 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 12 10 REPLACEMENT TOWERS AND MISCELLANEOUS STRUCTURAL STEEL

DIVISION 13 – SPECIAL CONSTRUCTION

13 21 48 PREFABRICATED COMMUNICATION SHELTERS

DIVISION 26 – ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 32 14 LIQUID PROPANE VAPOR GENERATOR SETS

26 41 00.00 20 LIGHTNING PROTECTION AND GROUNDING SYSTEM

26 56 20 OBSTRUCTION LIGHTING

DIVISION 31 – EARTHWORK

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

APPENDIX A

GEOTECHNICAL REPORT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Project Specifications

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SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The work includes, but is not limited to furnishing all the materials, labor and equipment to perform the following tasks, including all work as shown on the drawings, specified herein and as indicated below.

1.) Providing a 200 feet tall self-supporting communication tower complete with mounting brackets, ice bridge anchor bolts, feed lines, grounding, cable trays, safety climbing equipment, FAA obstruction lighting, painting, drilled piers, foundation grade beams, etc. as required by these specifications and other requirements as indicated on the contract drawings. NOTE: Tower shall be designed to allow for future expansion to 220 feet.

2.) Providing a precast concrete equipment building complete with all interior wiring, HVAC equipment, backup generator, lighting, grounding, doors, etc. as required by these specifications and other requirements as indicated on the contract drawings.

3.) Providing all associated site work as indicated, but not limited to grading, excavation, clearing and grubbing, chain link fence, layout survey, aggregate surface, erosion and sediment control, etc. as required by these specifications and as indicated on the contract drawings.

4.) Submission for approval by Customs and Border Patrol of a detailed Cut Over

Plan to indicate the contractor’s plan for transferring existing equipment from the existing antennas and equipment from the existing equipment building to the new antenna and equipment building. The Cut Over Plan will also include new antennas to be furnished by the Government. The

Cut Over Plan will address all items of equipment that requires the government to experience a communication outage. The Cut Over Plan shall include detailed descriptions and schedule of the work to be performed. The maximum allowable time for the Cut Over will be 48 hours and will address all equipment installations requiring an outage.

5.) Relocation of existing equipment (antennas, dishes, etc.) from the existing tower and existing equipment (UPS, batteries, switches, routers, repeaters, amplifiers, etc.) from the existing equipment building. Installation of the existing equipment on the new tower and in the existing equipment

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building as required to provide an operational facility shall also be a part of this work.

6.) Upon acceptance of new construction, the contractor shall demolish the existing tower, equipment building and all associated foundations.

1.1.1 Project Phasing

Normal operations of CBP system will be underway during this project.

Prior to commencing any work, the Contractor shall provide a written schedule detailing all work and anticipated disruptions to CBP system to the Contracting Officer for approval. Schedule shall include a detailed Cut Over Plan.

1.2 LOCATION AND ACCESS

Location of work and accesses shall be as indicated on the drawings.

1.3 INSPECTION PRIOR TO BID

Prospective bidders are encouraged to visit the site to familiarize themselves with the existing conditions. Due to access requirements, this will be accomplished through a pre-bid inspection of the site. All prospective bidders are encouraged to attend this inspection.

Specific times and dates of the pre-bid meeting will be provided later.

1.4 WORK HOURS

The Contractor shall perform the work at the site from Monday through Friday from 7:00 AM to 5:00 PM, except Federal holidays. The Contractor shall coordinate working hours with

Contracting Officer’s Representative (COR). Work hours may be changed but any changes require COR approval in writing. No work will be allowed 30 minutes after sunrise or 30 minutes before sunset.

1.5 AVAILABILITY OF UTILITY SERVICES

The Contractor shall furnish all required utilities required for completion of the project. The existing power supply at the site is not available for Contractor use.

1.6 UNDERGROUND AND CONCEALED UTILITIES

Existing utilities are indicated on the drawings to the extent they were discovered in the field.

It shall be the sole responsibility of the Contractor to provide utility services and to field locate all existing utilities. The Contractor shall protect all discovered utilities from damage as required by the utility owner. No machine excavation will be allowed within 3 feet of any known utility.

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1.7 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the

COR at least 2 working days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption. Do not interrupt utilities until authorized by the COTR.

1.8 WORK COORDINATION AND PROTECTION

The Contractor shall closely coordinate all work with the Contracting Officer's Representative

(COR) in order to reduce to a minimum, disturbances to operations. After site work begins, the Contractor shall work continuously during normal working hours and show daily progress until all work is complete. All on-site work shall be completed within 60 calendar days. The

Contractor shall be responsible for any damages to adjacent areas or contents during the duration of the construction contract period.

1.09 CONTRACTOR USE OF PREMISES

The Contractor will be working on a Custom and Border Patrol installation. Become familiar with and obey security regulations.

The Contractor will always be required to be escorted by Customs and Border Patrol (CBP) personnel while on government property. It shall be the responsibility of the Contractor to schedule his work with the CBP escort.

The Contractor shall be solely responsible for site security during construction. The

Contractor shall ensure, each day, that all construction and equipment is secured against damage or loss.

1.10 STORAGE AREA

The Contractor will be provided a storage area in a location determined by the COR. The

Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damages incurred to buildings, sodded areas, or pavement as a result of storage activities.

1.11 CLEANUP

The Contractor shall keep the work area, including storage area, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Contractor shall not use CBP waste disposal facilities including garbage cans, trash piles or dumpsters.

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1.12 STORM PROTECTION

Should warnings of in climate weather be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work, and to adjacent property. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing scaffolding and other temporary work

1.13 DELIVERY AND STORAGE

Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the COR. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The

Contractor will be responsible for security of all materials and equipment.

1.14 SECURITY

1.14.1 Personnel List

The Contractor shall provide the Contracting Officer with a list of names of all personnel who will be working on the site. This list will be required 21 days prior to construction mobilization or the date personnel are needed at site. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

1.14.2 Security Screening

All contractor and sub-contractor personnel must undergo a CBP background check. All personnel entering in or working on Federal Property will be screened and checked for criminal history and proper immigration status. Personnel who do not meet the minimum standards will not be allowed on the job site.

The following items determine whether or not a person has met the minimum standards as it relates to the criminal history requirement:

o Any felony conviction (at any time) o Immigration violation (unless exonerated by a judge) o Active warrant (anywhere)

Be advised that if an individual does not clear vetting, CBP cannot disclose (for privacy reasons) why they failed.

Contractor shall submit the following information on each monitor at least one week prior to arriving on-site:

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o Individual’s full name o Date of birth (DOB) o Place of birth (POB) o Driver’s Licenses Number and State o SSN or Alien Registration Number

1.15 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full-size contract drawings marked to show any deviations which have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. These drawings must be kept current with all deviations marked daily and shall be available for review by the COR at all times. The COR must approve and sign the Project Record

Documents prior to payment. Final payment will not be approved until the marked prints are delivered to the Contracting Officer. Final record drawings must be submitted prior to final inspection.

1.16 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request for final inspection (at least with 7 days anticipation) to the Contracting Officer.

1.17 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to Government.

1.18 FIELD TESTS

Notify the COR at least 2 working days in advance of the dates and times scheduled for all field tests.

1.19 INSTRUCTION TO GOVERNMENT PERSONNEL

The Contractor shall furnish the services of competent instructors who will give full instructions to the designated personnel in the adjustment, operation, and maintenance, including pertinent safety requirements of the equipment or systems specified. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Instruction shall be given during the first regular work week after the equipment or system has been accepted and turned over to the government for regular operation, instruction time shall be a minimum of eight (8) hours.

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PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

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SECTION 01 32 00

PROGRESS SCHEDULE

1.1 GENERAL

Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration interplay of activities, and dollar value of each activity.

1.2 RESPONSBILITES

The Contractor is responsible for executing the work within the time stated in the contract.

1.3 SUBMITTALS

Submit final progress schedule no later than 5 calendar days after receiving the Notice To

Proceed (NTP). A draft schedule is to be submitted before the pre-construction conference with time periods shown but without dates of NTP and completion shown. Once an NTP date has been established, the dates are to be filled in. By having the draft schedule at the pre-construction conference, the COR and Contractor can discuss any apparent inconsistencies or omission, and approval can be expedited.

Submit updated progress schedule every month along with the request for payment.

2.1 PROGRESS SCHEDULE

Progress schedule shall have project name, location, contract number, and company name.

The final progress schedule, with the NTP and completion dates filled in, shall be signed.

At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e., by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.)

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

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c. The Activities Percentage (i.e. 50%) or Weight (i.e.5) of the entire contract based on

Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity which you intend to complete each week above or below each bar.

3.1 UPDATING SCHEDULE

Update and submit progress schedule every month with progress payment showing actual progress. Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the COR, in writing, within 3 calendar days.

3.3 PROGRESS CHART

A sample progress chart is shown on the following page. This should only be used as a guide.

It displays the "type" of information which should be included in the submitted progress schedules, but is not limited to the indicated activities, such as submittals, manuals, etc.

-- End of Section –-

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable Section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Partial submittals will not be acceptable and will be returned without review. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer and returned to the Contractor within 10 working days after receipt by the Contracting Officer.

Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. The

Contractor shall prepare submittals and submit those items in sufficient time to avoid delays.

Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational aspects of the work. A type of shop drawing.

SD-03 Product Data

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

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

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Samples of the available choice of colors, textures, and finishes of a product or material, presented over substrates identical in texture to that proposed for the work. A type of sample.

SD-05 Design Data

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

SD-06 Test Reports

Reports of inspection and laboratory test, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract. A type of product data.

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. A type of shop drawing.

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an

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authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. A type of shop drawing.

SD-07 Certificates

Statements signed by responsible officials of a manufacturer of a product, system, or material attesting that the 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 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.

SD-08 Manufacturer’s Instructions

Preprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions. A type of product data.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SD-11 Closeout Submittals

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

1.4 SHOP DRAWINGS SUBMITTAL LIST

As shown on Submittal Register included after this Section.

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SUBMITTAL REGISTER

CONTRACT NO.

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WARROAD MINNESOTA TOWER REPLACEMENT

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O&M Database

Training Plan

Training Outline

Training Content

SD-11 Closeout Submittals

Training Video Recording

Validtion of Training Completion

02 41 00 SD-01 Preconstruction Submittals

Existing Conditions

Demolition Plan

Deconstruction Plan

Notifications

Notification of Demolition and Renovation Forms

03 30 53 SD-03 Product Data

Concrete Placement

Ready-Mix Concrete

Compressive Strength Testing

Slump

Cementitious Materials

Manufacturer's Certificates

Aggregates

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Erection Plan

Fabrication Drawings

Load Indicator Washers

Non-Shrink Grout

Calculations

Climbing Ladder

Anchor Bolts

Grounding

Ice Bridges

Bolts, Nuts, and Washers

Bolts, Nuts, and Washers

Galvanizing

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Communication Building

26 05 00.00 40 SD-01 Preconstruction Submittals

Conduits, Raceways and Fittings

Wire and Cable

Splices and Connectors

Outlets, Outlet Boxes, and Pull Boxes

Dry-Type Distribution Transformers

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Splices and Connectors

Outlets, Outlet Boxes, and Pull Boxes

Dry-Type Distribution Transformers

Spare Parts

Continuity Test

Phase-Rotation Tests

Insulation Resistance Test

SD-08 Manufacturer's Instructions

Manufacturer's Instructions

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Dimensioned Outline Plan

Elevation Drawings

Wiring Diagrams

Engine generator

Thermal Damage

Time-current Characteristic Curves

Prototype

Exhaust

Sound Test Data

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Certifications

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Overall Lightning Protection System

Each Major Component

Grounding System Test

Lightning Protection System Inspection

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Lighting and visual navigation aids

Obstruction lighting

Qualifications of contractor

31 63 29 SD-02 Shop Drawings

Drilled Shaft Diameters

Depth of Test Holes

Top and Bottom of Shaft Elevations

Steel Reinforcement

Anchor Bolt Locations

Ground Water Conditions

Load Test

Penetration Test

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WARROAD MINNESOTA TOWER REPLACEMENT

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Compressive Strength

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Fence Material

Location of Gate, Corner, End, and Pull Posts

Gates Assembly

Gate Hardware and Accessories

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SECTION 01 35 13

TOWER SAFETY PROCEDURES

1.1 SECTION INCLUDES: This section includes specific guidelines for working on towers.

1.2 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1926 Safety and Health Requirements for Construction

1.3 SUMMARY: All work shall be carried out in accordance with strict safety standards.

The requirements of 29 CFR 1926 - Safety and Health Regulations for Construction and applicable state and local laws, rules, and regulations shall be met. When the standards differ, the more restrictive standard shall apply.

2.1 LIFTING RIGS:

A. Definition: Lifting rigs shall be defined as any system used to move materials, equipment, or personnel up or down the tower. This includes standing and moving rigging.

B. Factors of Safety: The minimum factor of safety for any lifting rig shall be five

(5) for materials and ten (10) for personnel.

C. Testing: Lifting rigs shall, as a minimum, be inspected and statically tested at

150% of the design load for a period of 5 minutes at the start of each day of use.

Record test results on the Contractor's daily log form.

2.2 HAUL LINES AND TAG LINES: Actions shall be taken to ensure that haul lines and tag lines are kept dry and are not damaged.

2.3 COMMUNICATIONS EQUIPMENT: Provide communications equipment of a type and quantity satisfactory to provide communications between all work groups and the CBP

Point-of-Contact if onsite.

2.4 CRANES: If a crane is to be employed, the crane shall be inspected prior to each use (at least daily) and during use to ensure it is in safe operating condition, as required in 29 CFR

1926.550, Safety and Health Regulations for Construction.

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SECTION 01 35 13 - PAGE 2 OF 2

3.1 BRIEFING: The project superintendent/foreman shall conduct a safety briefing on the job site, prior to the start of work, for all personnel to be employed on the job. The briefing shall be attended by Government Representatives as well. It shall address the safety issues of working on the tower and the evolutions to be conducted.

3.2 WEATHER: Work aloft shall not be carried out when the ground level wind speed exceeds 25 mph, electrical storm activity is present or imminent, or when fog obscures clear visibility to the top of the tower. The Contractor shall accurately document weather conditions on all daily log forms. If the Contractor fails to complete the work within the specified time due to weather conditions, those conditions must be substantiated by the daily logs.

3.3 SAFETY GUIDELINES:

A. General Precautions: The following guidelines shall be adhered to at all times:

1. Workers on the tower shall utilize contractor furnished harnesses and lanyards with energy absorbing devices. Sliders for use with the safety rail shall also be contractor furnished and shall be certified by the manufacturer for use with the specific safety rail mounted on the tower. When possible, these sliders shall be used in conjunction with a safety harness when conducting work aloft.

Government owned safety gear shall not be used by the Contractor’s employees.

2. The Contractor shall, at the end of each working day or in the event of inclement weather, secure all loose gear such as hoist lines and lifting rigs to prevent them from flapping in the wind or falling off the tower.

3. At no time shall any material or equipment be purposely thrown or dropped from any tower. All material and equipment shall be raised and lowered. Equipment will have lanyards attached where possible.

Project Specifications

SECTION 01 42 00 - PAGE 1 OF 8

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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 B 564 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.

ACI INTERNATIONAL (ACI)

38800 Country Club Drive

Farmington Hills, MI 48331

Ph: 248-848-3700

Fax: 248-848-3701

E-mail: bkstore@concrete.org

Internet: http://www.concrete.org

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

2111 Wilson blvd, Suite 500

Arlington, VA 22201

Ph: 703-524-8800

Fax: 703-528-3816

E-mail: ahri@ahrinet.org

Internet: http://www.ahrinet.org

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

30 West University Drive

Arlington Heights, IL 60004-1893

Ph: 847-394-0150

Fax: 847-253-0088

E-mail: amca@amca.org

Internet: http://www.amca.org mailto:bkstore@concrete.org http://www.concrete.org/ mailto:ahri@ahrinet.org http://www.ahrinet.org/ mailto:amca@amca.org http://www.amca.org/

Project Specifications

SECTION 01 42 00 - PAGE 2 OF 8

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

2025 M Street, NW, Suite 800

Washington, DC 20036

Ph: 202-367-1155

Fax: 202-367-2155

E-mail: info.abma@smithbucklin.com

Internet: http://www.abma-dc.org

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS

(ACGIH)

1330 Kemper Meadow Drive

Cincinnati, OH 45240

Ph: 513-742-2020

Fax: 513-742-3355

E-mail: mail@acgih.org

Internet: http://www.acgih.org

AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)

500 Montgomery Street, Suite 350

Alexandria, VA 22314-1560

Ph: 703-684-0211

Fax: 703-684-0242

E-mail: webmaster@agma.org

Internet: http://www.agma.org

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive

Chicago, IL 60601-1802

Ph: 312-670-2400

Fax: 312-670-5403

Publications: 800-644-2400

E-mail: pubs@aisc.org

Internet: http://www.aisc.org

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor

Washington, DC 20036

Ph: 202-293-8020

Fax: 202-293-9287

E-mail: storemanager@ansi.org

Internet: https://www.ansi.org/

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive

Reston, VA 20191

Ph: 800-548-2723; 703-295-6300 mailto:info.abma@smithbucklin.com http://www.abma-dc.org/ mailto:mail@acgih.org http://www.acgih.org/ mailto:webmaster@agma.org http://www.agma.org/ mailto:pubs@aisc.org http://www.aisc.org/ mailto:storemanager@ansi.org http://www.ansi.org/ http://www.ansi.org/

Project Specifications

SECTION 01 42 00 - PAGE 3 OF 8

Internet: https://www.asce.org/

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street

Des Plaines, IL 60018-2187

Ph: 847-699-2929

Fax: 847-768-3434

E-mail: customerservice@asse.org

Internet: http://www.asse.org

AMERICAN WELDING SOCIETY (AWS)

550 N.W. LeJeune Road

Miami, FL 33126

Ph: 800-443-9353 - 305-443-9353

Fax: 305-443-7559

E-mail: info@aws.org

Internet: http://www.aws.org

ASME INTERNATIONAL (ASME)

Three Park Avenue, M/S 10E

New York, NY 10016

Ph: 212-591-7722 or 800-843-2763

Fax: 212-591-7674

E-mail: infocentral@asme.org

Internet: http://www.asme.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700

West Conshohocken, PA 19428-2959

Ph: 610-832-9500

Fax: 610-832-9555

E-mail: service@astm.org

Internet: http://www.astm.org

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

355 Lexington Avenue

17th Floor

New York, NY 10017

Ph: 212-297-2122

Fax: 212-370-9047

E-mail: assocmgmt@aol.com

Internet: http://www.buildershardware.com

CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)

8720 Red Oak Boulevard, Suite 201

Charlotte, NC 28217-3992 http://www.asce.org/ mailto:customerservice@asse.org http://www.asse.org/ mailto:info@aws.org http://www.aws.org/ mailto:infocentral@asme.org http://www.asme.org/ mailto:service@astm.org http://www.astm.org/ mailto:assocmgmt@aol.com http://www.buildershardware.com/

Project Specifications

SECTION 01 42 00 - PAGE 4 OF 8

Ph: 704-676-1190

Fax: 704-676-1199

Internet: www.mhia.org/psc/PSC_Products_Cranes.cfm

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

120 Wall Street, 17th Floor

New York, NY 10005

Ph: 212-248-5000

Fax: 212-248-5018

E-mail: iesna@iesna.org

Internet: http://www.iesna.org

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 Hoes Lane

Piscataway, NJ 08855-1331

Ph: 732-981-0060

Fax: 732-981-1712

E-mail: customer-services@ieee.org

Internet: http://www.ieee.org

INTERNATIONAL CODE COUNCIL (ICC)

500 New Jersey Avenue, NW

6th Floor, Washington, DC 20001

Ph: 800-786-4452 or 888-422-7233

Fax: 202-783-2348

E-mail: order@iccsafe.org

Internet: https://www.iccsafe.org/

MASTER PAINTERS INSTITUTE (MPI)

4090 Graveley Street

Burnaby, BC CANADA V5C 3T6

Ph: 888-674-8937

Fax: 888-211-8708

E-mail: info@paintinfo.com

Internet: http://www.paintinfo.com/mpi

MATERIAL HANDLING INDUSTRY OF AMERICA INC (MHIA)

8720 Red Oak Blvd., Suite 201

Charlotte, NC 28717-3992

Ph: 704-676-1190

Fax: 704-676-1199

Internet: http://www.mhia.org

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERS (NAAMM)

8oo Roosevelt Road, Bldg C, Suite 312 http://www.mhia.org/psc/PSC_Products_Cranes.cfm mailto:iesna@iesna.org http://www.iesna.org/ mailto:customer-services@ieee.org http://www.ieee.org/ mailto:order@iccsafe.org http://www.iccsafe.org/ http://www.iccsafe.org/ mailto:info@paintinfo.com http://www.paintinfo.com/mpi http://www.mhia.org/

Project Specifications

SECTION 01 42 00 - PAGE 5 OF 8

Glen Ellyn, IL 60137

Ph: 630-942-6591

Fax: 630-790-3095

E-mail: naamm@gss.net

Internet: http://www.naamm.org

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)

3 Bethesda Metro Center, Suite 1100

Bethesda, MD 20814

Ph: 301-657-3110

Fax: 301-215-4500

Internet: https://www.necanet.org/

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 1752

Rosslyn, VA 22209

Ph: 703-841-3200

Fax: 703-841-5900

E-mail: webmaster@nema.org

Internet: http://www.nema.org/

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park

Quincy, MA 02169-7471

Ph: 617-770-3000

Fax: 617-770-0700

E-mail: webmaster@nfpa.org

Internet: http://www.nfpa.org

STEEL DOOR INSTITUTE (SDI/DOOR)

c/o Wherry Associates

30200 Detroit Road

Cleveland, OH 44145-1967

Ph: 440-899-0010

Fax: 440-892-1404

E-mail: leh@wherryassoc.com

Internet: http://www.steeldoor.org

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

1320 North Courthouse Road, Suite 200

Arlington, VA 22201

Ph: 703-907-7700

Fax: 703-907-7727

E-mail: marketing@tiaonline.org

Internet: https://www.tiaonline.org/ mailto:naamm@gss.net http://www.naamm.org/ http://www.necanet.org/ mailto:webmaster@nema.org http://www.nema.org/ mailto:webmaster@nfpa.org http://www.nfpa.org/ mailto:leh@wherryassoc.com http://www.steeldoor.org/ mailto:marketing@tiaonline.org http://www.tiaonline.org/ http://www.tiaonline.org/

Project Specifications

SECTION 01 42 00 - PAGE 6 OF 8

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

40 24th Street, 6th Floor

Pittsburgh, PA 15222-4656

Ph: 412-281-2331

Fax: 412-281-9992

E-mail: info@sspc.org

Internet: http://www.sspc.org

UNDERWRITERS LABORATORIES (UL)

333 Pfingsten Road

Northbrook, IL 60062-2096

Ph: 847-272-8800

Fax: 847-272-8129

E-mail: customerexperiencecenter@us.ul.com

Internet: http://www.ul.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

Ph: 601-634-2664

Fax: 601-634-2388

E-mail: mtc-info@erdc.usace.army.mil

Internet: http://www.wes.army.mil/SL/MTC/handbook.htm

Order Other Documents from:

USACE Publications Depot

Attn: CEHEC-IM-PD

2803 52nd Avenue

Hyattsville, MD 20781-1102

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.hnd.usace.army.mil/techinfo/engpubs.htm

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Ariel Rios Building

1200 Pennsylvania Avenue, N.W.

Washington, DC 20460

Ph: 202-272-0167

Internet: http://www.epa.gov

--- Some EPA documents are available only from:

National Technical Information Service (NTIS) mailto:info@sspc.org http://www.sspc.org/ mailto:customerexperiencecenter@us.ul.com http://www.ul.com/ mailto:mtc-info@erdc.usace.army.mil http://www.wes.army.mil/SL/MTC/handbook.htm mailto:pubs-army@usace.army.mil http://www.usace.army.mil/publications http://www.hnd.usace.army.mil/techinfo/engpubs.htm http://www.epa.gov/

Project Specifications

SECTION 01 42 00 - PAGE 7 OF 8

5285 Port Royal Road

Springfield, VA 22161

Ph: 703-605-6585

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: 202-501-1021

Internet: www.GSA.gov

Order from:

General Services Administration

Federal Supply Service Bureau

1941 Jefferson Davis Highway

Arlington, VA 22202

Ph: 703-605-5400

Internet: http://apps.fss.gsa.gov/pub/fedspecs/index.cfm

- - - - - Commercial Item Description Documents - - - - -

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

Order for sale documents from:

Superintendent of Documents

U.S. Government Publishing Office (GPO)

732 N. Capitol Street, NW

Washington, DC 20401

Ph: 202 512-1800 or 866-512-1800

Bookstore: 202-512-0132

Internet: https://www.gpo.gov/

Order free documents from:

U.S. Department of Transportation

Federal Aviation Administration

800 Independence Avenue, SW

Washington, DC 20591

Ph: 866-835-5322

Internet: https://www.faa.gov/

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

8601 Adelphi Road

College Park, MD 20740-6001

Ph: 866-272-6272 mailto:info@ntis.gov http://www.ntis.gov/ http://www.gsa.gov/ http://apps.fss.gsa.gov/pub/fedspecs/index.cfm http://www.gpo.gov/ http://www.faa.gov/

Project Specifications

SECTION 01 42 00 - PAGE 8 OF 8

Fax: 301-837-0483

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 http://www.archives.gov/ mailto:contactcenter@gpo.gov http://www.gpoaccess.gov/

Project Specifications

SECTION 01 57 50 - PAGE 1 OF 6

SECTION 01 57 50

TEMPORARY ENVIRONMENTAL CONTROLS

1.1 DEFINITIONS

1.1.1 Sediment

Sediment is soil and other debris that have eroded and have been transported by runoff water or wind.

1.1.2 Solid Waste

Solid waste is a solid, liquid, semi-solid or contained gaseous waste. A solid waste can be a hazardous waste, non-hazardous waste, or non-Resource Conservation and Recovery Act

(RCRA) regulated waste. Types of solid waste typically generated at construction sites may include:

1.1.2.1 Rubbish

Combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

1.1.2.2 Debris

Combustible and noncombustible wastes such as ashes and waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings.

1.1.2.3 Chemical Waste

This includes salts, acids, alkalies, herbicides, pesticides, and organic chemicals.

1.1.3 Sanitary Wastes

1.1.3.1 Sewage

Waste characterized as domestic sanitary sewage.

1.1.3.2 Garbage

Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

1.1.4 Hazardous Waste

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SECTION 01 57 50 - PAGE 2 OF 6

Hazardous substances as defined in 40 CFR 261 or as defined by applicable state and local regulations.

1.1.5 Oily Waste

Petroleum products and bituminous materials.

1.1.6 Landscape Features

Trees, plants, shrubs and ground covers.

1.1.7 Hazardous Substances

As defined in EPA PL 96 510.

1.1.8 Hazardous Materials

As defined in DOT Regulation 49 CFR 171 and listed in 49 CFR 172.

1.2 ENVIRONMENTAL PROTECTION REQUIREMENTS

Provide and maintain, during the life of the contract, environmental protection as defined.

Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with Federal, state, and local regulations pertaining to the environment, including water, air, solid waste, hazardous waste and substances, oily substances and noise pollution.

2.1 NATURAL RESOURCES

Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work.

Confine construction activities to within the limits of the work indicated or specified.

2.1.1 Landscape Features

Do not remove, cut, deface, injure, or destroy existing landscape features without the

Contracting Officer's permission. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorages, unless authorized by the Contracting Officer. Where such use of attach ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage.

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SECTION 01 57 50 - PAGE 3 OF 6

2.1.1.1 Protection

Protect existing landscape features which are to remain and which may be injured, bruised, defaced, or otherwise damaged by construction operations. By approved excavation, remove trees with 30 percent or more of their root systems destroyed.

2.1.1.2 Replacement

Remove existing landscape features scarred or damaged by equipment operations, and replace with equivalent, undamaged features. Obtain the Contracting Officer's approval before replacement.

2.1.2 Water Resources

2.1.2.1 Oily and Hazardous Substances

Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Take precautions to ensure that no oil or other hazardous material is released to the water, land, sanitary sewer system, or storm sewer system. Environmental requirements for the prevention of oil spills are contained in 40 CFR 112. For oil and hazardous substance spills which may be large enough to violate Federal, State or Local Regulations, the

Contracting Officer shall be verbally notified immediately. Clean up any spills of oil or hazardous substances which result from the Contractor's operations. If the Contractor can not clean up any spill in a timely manner, the Government will perform the cleanup at the

Contractor's expense.

2.1.3 Fish and Wildlife Resources

Do not disturb fish and wildlife. Do not alter water flows or otherwise disturb the native habitat adjacent to the project and critical to the survival of fish and wildlife, except as indicated or specified.

2.2 HISTORICAL AND ARCHEOLOGICAL RESOURCES

Carefully preserve and report immediately to the Contracting Officer items having possible historical or archeological interest which are discovered in the course of work. Protect monuments, markers, and works of art.

2.3 EROSION AND SEDIMENT CONTROL

2.3.1 Burnoff

Burnoff of the ground cover is prohibited.

2.3.2 Protection of Erodible Soils

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SECTION 01 57 50 - PAGE 4 OF 6

Immediately finish the earthwork brought to a final grade, as indicated or specified.

Immediately protect the side slopes and back slopes upon completion of rough grading. Plan and conduct earthwork to minimize the duration of exposure of unprotected soils.

2.3.3 Temporary Protection of Erodible Soils

Provide the following methods to prevent erosion and control sedimentation.

2.3.3.1 Mechanical Retardation and Control of Runoff

Mechanically retard and control the rate of runoff from the construction site. Provide diversion ditches, benches, and berms to retard and divert runoff to protected drainage courses.

2.3.3.2 Seeding

Provide seeding where ground is disturbed. Include topsoil or nutriment during the seeding operation necessary to establish or re-establish a suitable stand of grass.

2.4 SOLID AND SANITARY WASTES

Pick up solid wastes, and place in containers which are regularly emptied. Prevent contamination of the site and other areas when handling and disposing wastes. On completion, leave the areas clean. Control and dispose of wastes.

2.4.1 Disposal of Solid Wastes

Dispose of solid wastes in accordance with the requirements specified.

2.4.1.1 Sub Removal From Government Property

Remove solid wastes from Government property.

2.4.2 Garbage Disposal

Place garbage in approved containers, and move to a pickup point or disposal area, where directed.

2.4.3 Sewage, Odor, and Pest Control

Dispose of sewage through connection to a municipal or district sanitary sewage system, where such a system is not available, use chemical toilets. Empty wastes into a municipal, district, or station sanitary sewage system. Provide pest control and elimination of odors. No substances shall be disposed of which will interfere with treatment plant operations in accordance with 40 CFR 403.

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SECTION 01 57 50 - PAGE 5 OF 6

2.5 HAZARDOUS WASTES

2.5.1 General

Handle generated hazardous wastes in accordance with 40 CFR 262. Store hazardous waste in approved containers in accordance with 49 CFR 178. Label to identify the type of waste and the date the container was filled. Remove the containers from the project site, and store and dispose of hazardous waste in accordance with 40 CFR 263 and 264. For hazardous wastes spills, verbally notify the Contracting Officer immediately.

2.5.2 Petroleum Products

Conduct the fueling and lubricating of equipment and motor vehicles to protect against spills and evaporation. Dispose of lubricants and excess oils.

2.6 DUST

Keep dust down at all times, including during nonworking periods. Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations. Dry power brooming will not be permitted. Instead, use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing will be permitted only for cleaning nonparticulate debris such as steel reinforcing bars.

2.7 ABRASIVE BLASTING

Provide tarpaulin drop cloths and windscreens to enclose abrasive blasting operations to confine and collect dust, abrasive agent, paint chips, and other debris. Dispose of abrasive blasting debris.

2.8 NOISE

Make the maximum use of low noise emission products, as certified by the EPA. Blasting or use of explosives will not be permitted without written permission from the Contracting

Officer, and then only during the designated times.

2.9 FOOD

Preparation, cooking and dispensing of food products will not be permitted.

2.10 TEMPORARY CONSTRUCTION

Remove temporary construction facilities including haul roads, work areas, structures, foundations of temporary structures, and stockpiles of excess or waste materials. Grade temporary roads, parking areas, and temporarily used areas to conform with surrounding contours.

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Project Specifications

SECTION 01 78 23 - PAGE 1 OF 8

SECTION 01 78 23

OPERATION AND MAINTENANCE DATA

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.

ASTM E1971 (2005; R 2011) Standard Guide for Stewardship for the

Cleaning of Commercial and Institutional Buildings

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-10 Operation and Maintenance Data

O&M Database; G

Training Plan; G

Training Outline; G

Training Content; G

SD-11 Closeout Submittals

Training Video Recording; G

Validation of Training Completion; G

1.3 SUBMISSION OF OPERATION AND MAINTENANCE DATA

Submit Operation and Maintenance (O&M) Data…