Antenna Tower Realignment Specifications.pdf

FAA-JAN- 1201300

Federal Aviation Administration

Antenna Tower Realignment

SPECIFICATIONS

JACKSON RTR

Jackson, MS

October 2018

FAA-JAN- 1201300

ANTENNA TOWER REALIGNMENT October 1, 2018

JACKSON BEACH (JAN) RTR FAA-JAN- 1201300

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK 4

01 20 00 SITE ACCESS 2

01 30 00 COORDINATION, LOCAL PERMITS AND TESTING 2

01 33 00 SUBMITTAL PROCEDURES 10

01 33 00A SUBMITTAL SCHEDULE 2

01 50 00 TEMPORARY FACILITIES 2

01 60 00 PRODUCT REQUIREMENTS 2

01 70 00 CONTRACT CLOSEOUT 6

DIVISION 13 - SPECIAL CONSTRUCTION

13 10 00 ANTENNA TOWERS

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00- SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. The work to be performed under this Contract is shown on the Drawings and defined in the Specifications. This section covers specific information to further clarify the intent and requirements of the contract

B. The DESCRIPTION and SUMMARY paragraphs in each section is a statement or short word summary of the content of the section this paragraph is not intended to scope the section it is merely a brief description of the significant items in the section and is used to simplify the finding of information.

C. The related work paragraphs are also not meant to be all inclusive. Again they serve the function of assisting the reader to locating specific information.

D. Prior to the “Notice to Proceed” specific submittals must be approved by the FAA. See related section 01300 - Submittals for list.

1.2 DEFINITIONS

CO: Contracting Officer COR: Contracting Officers Representative RE: Resident Engineer. The RE may also act as the COR GFM: Government Furnished Material RTR: Remote Transmitter/Receiver – This site enables air traffic controllers to communicate with aircraft within a 150 nm radius of the site.

1.3 QUALITY ASSURANCE

A. The contractor shall provide all labor, materials (with the exception of GFM) and equipment required to perform the work shown on the drawings and described herein. All work preformed and all materials and equipment used will be subject to approval by the COR. This shall include but not be limited to testing, inspection, scheduling, reporting, and submittals.

B. The construction of this facility shall be in accordance with the drawings the contractor shall not use dimensions scaled from the drawings.

C. In the event of a difference among the following contract elements the order of precedence to determine which provisions shall govern is as follows:

1) Written Agreement – includes Contract and all Change Orders

2) Project specifications

3) Project drawings

D. Any discrepancies between the contract provisions, the specifications and the contract drawings shall be referred to the COR for a written determination.

SUMMARY OF WORK 01 10 00 - 2

E. Document Sources

Federal Specifications.- The Federal specifications and standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. They may be obtained from the Specifications Activity, Printed Materials Supply Division, Building 197, Naval Weapons Plant, Washington, D.C. 20407.

Publications.- Drawings are available for review at the FAA regional offices.

Copies of military documents may be obtained from the Commanding Officer, Naval Supply Depot, 6801 Tabor Avenue, Philadelphia, Pennsylvania 19120, Attention: Code CDS.

Information on obtaining copies of Federal specifications and standards may also be obtained from General Services Administration offices in Atlanta; Boston; Chicago; Denver; Fort Worth;

Houston; Kansas City, Missouri; Los Angeles; New York; Philadelphia; San Francisco; Seattle;

and Washington, D.C.

1.4 PROJECT DESCRIPTION

Task shall include the following and any additional requirements included in the drawings and specifications:

General Work at the RTR site: Realignment of 5 RTR towers

The existing five freestanding towers at the Jackson, MS Remote Transmitter Receiver site were measured for Twist and Plumb and found to be out of alignment for plumb.

Contractor shall visit the site prior to preparing a bid price to examine the towers and prepare a proposal for correcting the alignment of the towers. As the antennas on the towers are used in active air traffic control, all work shall be staged without a shutdown of the antennas. Contractor may loosen any bolts on the tower, adjust the alignment and then retighten them to correct the Twist and Plumb.

Grout between the baseplate and foundation may be removed to access the leveling bolt under baseplate but the concrete foundation shall not be modified.

Upon completion of the work, the contractor shall take measurements to complete the attached ANSI/TIA 222-G, J-2 form for Twist and Out of Plumb Determination of Square Towers to show that the towers are compliant with ANSI/TIA 222-G. Contractor shall also re-grout any base plates where grout was removed.

1.5 CONSTRUCTION SCHEDULE

A. The following are the major milestone dates that the contractor is required to meet these dates shall be reflected in the construction schedule required to be submitted by the sections of these specifications

Work Item Date

1) Contract Award TBD

SUMMARY OF WORK 01 10 00 - 3

2) Key Submittals 1 week after Contract Award

3) Notice to Proceed Upon Approval of Key Submittals

4) Contractor Mobilization on Site 4 weeks after Contract Award

5) Contractors Acceptance Inspection 30 calendar days after NTP

6) 7) Punchlist Complete (Contract Closeout) 7 calendar days after returning

B. Weather: Make appropriate allowances for any adverse weather conditions which may be reasonably expected during the construction period. No schedule extensions will be granted due to adverse weather. No additional compensation will be paid for the means and measures required to maintain the construction schedule under adverse weather.

C. FAA Furnished Equipment: None

D. The contractor site superintendent shall be on site when any work is preformed.

E The contractor shall maintain all items detailed is Specification section 01500

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

END OF SECTION 01 10 00

SUMMARY OF WORK 01 10 00 - 4

THIS PAGE LEFT INTENTIONALLY BLANK

SITE ACCESS 01 20 00 - 1

SECTION 01 20 00 – SITE ACCESS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the following

1. Site access,

2. Construction limits,

3. Use of FAA facilities

4. Work hours

B. Construction Limits.- The contractor shall confine operations, activities, storage of materials and employee parking within the RCAG site, as approved by the Contracting Officer. Additional space the contractor deems necessary shall be obtained off site, at no additional cost to the Government

C. Access to Site.- The site is located on the Airport and all employees must be escorted while on site by a contractors representative that has been badged by the local Airport Authority. It is up to the contractor to determine how many employees need to receive badges. The Airport Authority will determine the access gate to minimize the disruption to airport operations.

D. Damage to Site.- Damage to existing paving, lawns, curbs, or sidewalks caused by the contractor's activities shall be repaired. All costs of repairs shall be paid by the contractor. After notice to proceed and prior to the commencement of construction, the contractor and COR shall conduct joint inspections of the existing areas affected by the construction. Existing damage or defects shall be noted and will be used a the basis for determination of damages caused by the contractor's operations.

E. Inspection of Site by Contractor.- The contractor shall have carefully examined the premises to determine the extent of work and the conditions under which it must be done. On request to the COR, the contractor may obtain permission to make soil borings or probings. The contractor shall have the site marked by the local utility locator service prior to commencement of excavations.

F. Contractor's Use of Premises.- Contractor shall have shared use of the premises within the construction staging area limits for the execution of the work. Contractor shall assume full responsibility for the protection and safekeeping of products stored on the site. The contractor and subcontractors shall maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste and tools, equipment and materials not required for the work in progress.

G. Government Use and Access to Premises.- The Government reserves the right to enter the premises during the term of the contract for periodic work inspections. See Part I, Section F, FAR Clause 52.236.8 "Other Contracts" for work by other contractors.

H. Security Requirements

1. Personnel List.- Contractor shall provide the COR with a list of contractor's personnel who will require access to the site. The list shall be kept current during project work.

SITE ACCESS 01 20 00 - 2

2. Contractors personnel shall complete the training and wecurity requirements set forth by the Palm Beach Airport Authority

3. Security Investigation.- Contractor's personnel may be subject to security investigation by FAA. Upon request by the Resident Engineer, the contractor shall promptly complete all security forms provided by the COR.

4. Right to Search.- Current procedures at FAA facilities located within airport boundaries include the "right to search." If in the judgment of the authorized security guard a cause to search a vehicle or the person of personnel exists, such search will be made.

END OF SECTION 01 20 00

COORDINATION, LOCAL PERMITS AND TESTING 03 30 00 - 1

SECTION 01 30 00 – COORDINATION, LOCAL PERMITS AND TESTING

1.1 SUMMARY

A. This section includes the following

1. Project coordination among the various trades

2. Local Permits for Construction

B. Project Coordination.- The contractor shall prepare a detailed schedule of work and work layout to resolve conflicts and to ensure coordination of the work by different trades. It shall be the duty of the contractor to resolve all coordination conflicts that arise among his subcontractors.

C. Local Permits.- The contractor shall apply, pay fees, etc., to obtain local building permits and inspection as required. See Part I, Section F, FAR Clause 52.236.7 for additional information.

END OF SECTION 01 30 00

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00– SUBMITTAL PROCEDURES

Prior to Notice to Proceed.- Specific shop drawings and/or submittal data currently listed and required by the various sections of this specification shall be submitted to the COR for approval.

The following submittal items must be approved by the FAA prior to the Notice to Proceed:

Construction schedule, concrete mix design, reinforcing steel, door, frame and hardware, HVAC equipment, metal roof materials/guarantee and electrical equipment.

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Schedule of Prices List of proposed subcontractors

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.

SD-03 Product Data

Not Used

SD-04 Samples

SD-05 Design Data

SD-06 Test Reports

SUBMITTAL PROCEDURES 01 33 00 - 2

SD-07 Certificates

SD-08 Manufacturer's Instructions

Not Used.

SD-09 Manufacturer's Field Reports

SD-10 Operation and Maintenance Data

SD-11 Closeout Submittals

1.1.3 Approving Authority

Office authorized to approve submittal.

1.2 SUBMITTALS

Government approval is required for submittals:

1.3 USE OF SUBMITTAL REGISTER

Not used

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Contractor shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

SUBMITTAL PROCEDURES 01 33 00 - 3

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for COR approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from the Contractor.

Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

SUBMITTAL PROCEDURES 01 33 00 - 4

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to COR in accordance with schedule and to prevent delays in the work, delays to Government, or delays to separate Contractors.

c. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Ensure no work has begun until submittals for that work have been returned as "approved," or "approved as noted", except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.7 Government's Responsibilities

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from Contractor, on each submittal for which the Contracting Officer is approving authority.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.8 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required , does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

b. Submittals marked "approved" "approved as submitted" authorize Contractor to proceed with work covered.

c. Submittals marked "approved as noted" or "approval except as noted; resubmission not required" authorize Contractor to proceed with work as noted provided Contractor takes no exception to the notations.

SUBMITTAL PROCEDURES 01 33 00 - 5

d. Submittals marked "revise and resubmit" or "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. The transmittal form shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

SUBMITTAL PROCEDURES 01 33 00 - 6

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

e. Drawings shall include the nameplate data, size and capacity. Also include applicable federal, military, industry and technical society publication references.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instruction's

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates..

d. Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.

e. Product data shall include the manufacturer's name, trade name, place of manufacture, and catalog model or number. Submittals shall also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, the supplemental information shall be submitted as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

g. Submit manufacturer's instruction prior to installation.

1.5.5 Format of SD-04 Samples

1.5.6 Format of SD-05 Design Data and SD-07 Certificates

SUBMITTAL PROCEDURES 01 33 00 - 7

a. Provide design data and certificates on 297 by 210 mm 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

A. Provide reports on 297 by 210 mm 8 1/2 by 11 inches paper in a complete bound volume.

B. Indicate by prominent notation, each report in the submittal. Indicate specification number and pararaph number to which it pertains.

1.5.8 Format of SD-10 Operation and Maintenance (O&M) Data

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittalss

A. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

B. Provide all dimensions in administrative submittals in metric. Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

a. Submit five copies of submittals of shop drawings requiring review and approval by Contracting Officer.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 SD-04 Number of Samples

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

a. Submit three copies of submittals of shop drawings requiring review and approval by

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field

Reportss

SUBMITTAL PROCEDURES 01 33 00 - 8

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11Closeout Submittalss

1.7 FORWARDING SUBMITTALS

1.7.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the Contracting Officer The Project Enginner will review and approve for the Contracting Officer prior to the notice to Proceed. After the notice to Proceed all submittals shall be forwarded to the Resident Enginneer in Charge of Construction.

1.7.1.1 O&M Data

COR will review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements.; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

1.8 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.9 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal.The Contractor shall make all corrections required by the Contracting Officer, obtain the Designer of Record's approval when applicable, and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. Any "information only" submittal found to contain errors or unapproved deviations from the Solicitation or Accepted Proposal shall be resubmitted as one requiring "approval" action, requiring both Designer of Record and Government approval. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

SUBMITTAL PROCEDURES 01 33 00 - 9

1.10 GENERAL

The Contractor shall make submittals as required by the specifications. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked, and each item shall be stamped, signed, and dated by the Contractor. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.11 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.11.1 Procedures

The Government will further discuss detailed submittal procedures with the Contractor at the Post- Award Conference.

1.11.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.12 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. 3 copies of the submittal will be retained by the Contracting Officer and the remaining copies of the submittal will be returned to the Contractor.

PART 3 - EXECUTION

END OF SECTION 01 33 00

SUBMITTAL PROCEDURES 01 33 00 - 10

SUBMITTAL SCHEDULE 01 33 00A - 1

SUBMITTAL SCHEDULE

Pr ec on st ru ct io n

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Pr od uc t D at a

Sa m pl es

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Te st re po rts

C er tif ic at

M an uf ac tu re r's

In st ru ct io ns

M an uf ac tu re r's

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Section Item 01 02 03 04 05 06 07 08 09 10 11

DIVISION 1 - GENERAL REQUIREMENTS

Construction Progress Schedule X Personnel List X List of proposed subcontractors X

SUBMITTAL SCHEDULE 01 33 00A - 2

TEMPORARY FACILITIES 01 50 00 - 1

SECTION 01 50 00 – TEMPORARY FACILITIES

1.1 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.

NFPA 70(2005) National Electrical Code

1.2 TEMPORARY UTILITIES

A. Contractor shall provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work. Contractor shall make, or have made, all connections to existing services and sources of supply as necessary and/or indicated and pay all charges for same. Contractor shall provide all labor, materials, equipment and appurtenances necessary for the complete installation, operation and maintenance of all temporary service systems and facilities. All work under this section shall comply with applicable laws, rules, regulations, codes, ordinances and orders of all federal, state and local authorities having jurisdiction for the safety of persons, materials and property. Contractor shall remove all such temporary installations and connections when no longer necessary for the project work.

B. Temporary Electric Lighting and Power.- Contractor shall provide and maintain a temporary lighting and power system for construction and inspection purposes. Contractor shall make all necessary arrangement for temporary electrical services with the local power company to provide and pay for all temporary engine generator at the project site.

C. Temporary Water.- Contractor shall make arrangements to furnish a potable water supply for project work, and pay for all temporary water and services.

D. Temporary Toilets and Sanitation.- Contractor shall provide ample and suitable onsite sanitary conveniences with proper enclosures for the use of the workers employed on the work. Such conveniences shall be kept clean, be properly ventilated and shall be installed and maintained in conformity with requirements of all laws and ordinances governing such installations. Locations shall be subject to COR approval. After completion of the work such conveniences shall be removed from the site.

E. Toilets.- Toilets shall be portable chemical type with screened enclosures, each having a urinal and closet and mounted on skids. Not less than one unit shall be provided for every 25 full-time employees.

F. Toilet Servicing.- Contractor shall be responsible for paying and arranging for each toilet unit to be serviced at least twice a week, including removal of waste matter, sterilizing, recharging tank, refilling tissue holders, and thorough cleaning and scrubbing of entire interior.

TEMPORARY FACILITIES 01 50 00 - 2

END OF SECTION 01 50 00

PRODUCT REQUIREMENTS 01 60 00 - 1

SECTION 01 60 00 – PRODUCT REQUIREMENTS

Material and equipment incorporated into the work shall conform to applicable specifications and standards and comply with size, make, type and quality specified, or as specifically approved in writing by the COR.

1.2 REFERENCES - Not Used

1.3 SUBMITTALS - Not Used

1.4 SHIPMENT AND PROTECTION OF MATERIAL AND EQUIPMENT

Shipments shall be addressed to the Contractor who shall be responsible for their receipt, unloading, handling, and storage at the site. Government will not accept deliveries on behalf of the Contractor or his subcontractors or assume responsibility for security of materials, equipment, or supplies delivered to the site.

Products shall be delivered in undamaged condition, in manufacturer's original containers or packing, with identifying labels intact and legible. Shipments shall be inspected to ensure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged immediately on delivery. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packing.

Contractor shall protect and preserve materials, supplies, and equipment of every description (including property which may be Government-furnished or -owned) and work performed.

1.5 STORAGE AND PROTECTION OF MATERIAL

Only material and construction equipment designated for performance of contract work may be stored at the construction site.

Products shall be stored in accordance with manufacturer's instructions, with seals and labels intact and legible.

Products subject to damage by the elements shall be stored in weather-tight enclosures.

Temperatures and humidity shall be maintained within the ranges required by the manufacturers instructions.

Fabricated products shall be stored above the ground, on blocking or skids to prevent soiling or staining. Products which are subject to deterioration shall be covered with impervious sheet coverings; adequate ventilation shall be provided to avoid condensation.

Loose granular materials shall be stored in a well-drained area on solid surfaces to prevent mixing with foreign matter.

PRODUCT REQUIREMENTS 01 60 00 - 2

2.1 MATERIALS AND EQUIPMENT

Materials and equipment to be provided under this contract shall be standard catalogue products of manufacturers regularly engaged in the manufacture of the products. All material "cut sheets" and factory acceptance test data shall be provided to the Contracting Officer. Information and data shall have a cover letter/sheet clearly marked with the system name, date, and the words "Final Test Data - Forward for inclusion in the Maintenance Database."

Material and equipment shall be installed in accordance with the requirements of the contract drawings , contract specifications and referenced standards and specifications.

Manufactured and fabricated products shall be designed, fabricated and assembled in accordance with the best engineering and shop practices. Like parts of duplicate units shall be manufactured to standard sizes and gauges and shall be interchangeable. Two or more items of the same kind shall be identical and manufactured by the same manufacturer.

Products shall be suitable for service conditions. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. Do not use material or equipment for any purpose other than for which it is designed or specified.

Furnish and install products specified, under options and conditions for substitution stated in this section.

2.1 MANUFACTURER'S INSTRUCTIONS

When contract documents require that installation of work shall comply with manufacturer's printed instructions, copies of such instructions shall be distributed to parties involved in the installation, including two copies to the COR.

Maintain one set of complete instructions at the job site during installation and until completion.

Products shall be handled, installed, connected, cleaned and conditioned in strict accordance with such instructions and in conformity with specified requirements. If job conditions or specified requirements conflict with manufacturer's instructions, the contractor shall consult with the COR for further instructions.

All work shall be performed in accordance with manufacturer's instructions. No preparatory step or installation procedure shall be omitted unless specifically modified or exempted by contract documents.

END OF SECTION 01 60 00

ANTENNA TOWER REPLACEMENT October 1, 2015

DAYTONA BEACH (DAB) RCAG FAA-DAB- 1202422

PROJECT CLOSEOUT 01 70 00 - 1

SECTION 01 70 00 – CONTRACT CLOSEOUT

The requirements of this Section apply to, and are a component part of each section of the specifications.

1.2 REFERENCES

1.3 SUBMITTALS

The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with each section of the project's specification:

SD-01 Contract Documents

The following shall be submitted in accordance with paragraph entitled, "General," of this section.

1. Contract Documents

2. Contract Drawings

3. Contractor Specifications and Addenda

SD-02 Shop Drawings

SD-03 Product Data

SD-07 Certificates

SD-08 Manufacturer's Instructions

SD-10 Operation and Maintenance Data

1.4 GENERAL

1.4.1 Project Record Documents

PROJECT CLOSEOUT 01 70 00 - 2

A. Maintenance of Documents.- The following documents shall be maintained at the project site:

Contract drawings, contract specification, reviewed shop drawings, change orders, field test reports, project correspondence, other modifications to contract.

B. Storage and Use of Documents.- Store record documents apart from documents used for construction; do not use record documents for construction purposes. Keep documents in clean, dry, legible condition; provide file cabinets and racks for storage of drawings.

C. Marking Devices.- Use red colored pencil for all marking.

D. Recording and Labeling.- Label each document "Project Record" in 1-inch high printed block letters. Keep record documents current. Do not conceal or cover up any item of work until the information has been recorded.

E. Submittals.- At completion of project, deliver record documents to COR with a transmittal letter, per Section 01330

F. Contract Drawings.- Legibly mark to record actual construction:

1. Depths of various elements of foundation in relation to grade floor level

2. Horizontal and vertical location of underground and overhead utilities and appurtenances referenced to permanent surface improvements

3. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure

4. Field changes of dimension and detail

5. Changes made by change order or field order

6. Details not on originally specified drawings.

G. Contractor Specifications and Addenda.- Legibly mark each section to record:

1. Manufacturer, trade name, catalog number, and supplier of each item of equipment actually installed.

2. Changes made by change order or field order.

3. Other matters not originally specified.

1.4.2 Shop Drawings.

1.4.3 Completion Certificate

PROJECT CLOSEOUT 01 70 00 - 3

When the work is complete, submit written certification that: Contract documents have been reviewed; work has been inspected for compliance with contract; equipment and systems have been tested in the presence of the COR and are operational; required operation and maintenance manuals, data, and parts list have been submitted and approved; spare parts have been provided as required;

and required instruction of maintenance personnel had been accomplished.

1.4.4 Operating Instructions and Spare Parts

Posted Instructions shall be submitted by the Contractor with labels, signs, and templates of operating instructions that are required to be mounted or installed on or near the product for normal, safe operation.

Contractor shall submit 3 copies of the project operation and maintenance manuals 30 calendar days prior to testing the system involved. Data shall be updated and resubmitted for final approval no later than 30 calendar days prior to contract completion.

Spare Parts Data shall indicate manufacturer's name, part number, nomenclature, and stock level required for maintenance and repair. List those items that may be standard to the normal maintenance of the system.

Contractor shall supply as indicated in each section of the specification. Provision of spare parts does not relieve the Contractor of responsibilities listed under the contract guarantee provisions.

3.1 OPERATION AND MAINTENANCE

Operation and Maintenance Manuals shall be consistent with the manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Information shall be bound in manual format and grouped by technical sections. Test data shall be legible and of good quality. Light-sensitive reproduction techniques are acceptable provided finished pages are clear, legible, and not subject to fading. Pages for vendor data and manuals shall have 0.3937-inch 10 millimeter holes and be bound in 3-ring, loose-leaf binders. Data shall be organized by separate index and tabbed sheets, in a loose-leaf binder. Binder shall lie flat with printed sheets that are easy to read. Caution and warning indications shall be clearly labeled.

Contractor shall submit classroom and field instructions in the operation and maintenance of systems equipment where required by the technical provisions. These services shall be directed by the Contractor, using the manufacturer's factory-trained personnel or qualified representatives.

Contracting Officer shall be given 7 calendar days written notice of scheduled instructional services.

Instructional materials belonging to the manufacturer or vendor, such as lists, static exhibits, and visual aids, shall be made available to the Contracting Officer.

The contractor shall require each subcontractor engaged upon the work to bear full responsibility for cleaning up during and immediately upon completion of his work. All rubbish, waste, tools, PROJECT CLOSEOUT 01 70 00 - 4 equipment and other apparatus caused by or used in the execution of his work shall be removed.

This shall in no way be construed to relieve the contractor of his primary responsibility for maintaining the building and the site clean and free of debris, and leaving all work in a clean and proper condition acceptable to the COR.

All exposed floor surfaces shall be protected against all mechanical damage, mortar or plaster droppings, oil, grease, or other damage that will stain or soil the cement finish. Protection shall be maintained until all work has been completed.

3.2 Rubbish Removal

Immediately after unpacking, all packing material, case lumber, wrappings, or other rubbish, flammable or otherwise, shall be collected and removed from the building and the premises.

3.3 Overall Cleaning

Immediately before the final inspection, the entire exterior and interior of the building and the surrounding areas shall be thoroughly cleaned by the contractor, including but not limited to the following:

All construction facilities, debris and rubbish shall be removed from all buildings and the sites.

All finished surfaces within the buildings shall be swept, dusted, vacuumed, washed or polished as required.

All tools, scaffolding, temporary utility connections or buildings, belonging to the contractor or used under his direction shall be removed from the site.

3.4 Final Inspection

The COR will schedule the final inspection upon approval and endorsement of the contractor's Completion Certification.

3.5 Punch List.

The COR will furnish the contractor with a list of discrepancies in the work, material and equipment noted during the final inspection.

3.6 Acceptance of Work

The contractor shall correct discrepancies noted during the final inspection, clean the premises and notify the COR that the work is ready for acceptance.

END OF SECTION 01 70 00

PROJECT CLOSEOUT 01 70 00 - 5

ANTENNA TOWERS 13 10 00 - 1

SECTION 13100 – ANTENNA TOWERS

1.1 SUMMARY

A. This section includes the following

1. Alighnment of antenna support towers

1.2 SUBMITTALS

None

Not used

3.1 REALIGHNMENT

Construction procedures and erection sequence shall be consistent with the plans and specifications and shall be designed to result in safe and expeditious completion of the work. Any method of erection which results in permanent deformation or warpage of members will be disallowed. Refer to shop drawings furnished with tower.

All anchor bolt locations and base elevations shall be carefully checked and any errors reported to the Government Representative.

True alignment must be maintained as the work progresses and on completion the tower shall be plumb and true. The horizontal distance between the vertical centerlines at any two elevations shall not exceed 0.25 percent (1 in 400) of the vertical distance between the two elevations.The twist between any two elevations shall not exceed 0.5 degrees in 10 ft . The maximum twist over the structure height shall not exceed 5 degrees.

All required bolts and fasteners shall be installed and on completion of the structure shall be tight when structural alignment is attained

Normally, nuts will be to the outside of vertical members and on the bottom of horizontal members.

Lock nuts, where required, shall be properly installed.

Members which have suffered damage shall be repaired to “as new” condition before use in the structure. The Contractor shall repair minor damage. Damage to Government furnished material not considered minor shall be immediately reported to the Government Representative and repairs made as directed. Field welding, unless shown on the drawings, will not be permitted without the approval of the Government Representative.

ANTENNA TOWERS 13 10 00 - 2

3.2 PROTECTION

Upon completion of assembly of tower, but before erection, any and all areas which have had the galvanized finish damaged or otherwise abraded, shall be thoroughly cleaned and sprayed with two coats of cold galvanized spray.

3.3 FIELD TESTING

Contractor shall complete the Twist and Out of Plumb Determination for Square Towers for each new tower. The document can be found in TIA-222-G, Annex J: Maintenance and Condition Assessment and is attached to this specification in Appendix 2. The documents shall be reviewed prior to the Contractors Acceptance Inspection with copies provided in the project closeout documents.

END OF SECTION 13 10 00

ANTENNA TOWERS 13 10 00 - 3