ES-19-00876 Specs-HLG VOR 1509592 Roof.pdf

SPECIFICATIONS

Wheeling, West Virginia VOR Roof Replacement

HLG-VOR-1509592

March 2019

44 Churchman Lane Wellsburg, West Virginia

THIS PAGE INTENTIONALLY LEFT BLANK

FEDERAL AVIATION ADMINISTRATION

FAA-HLG-VOR-1509592 March 2019

COVER AND TABLE OF CONTENTS 00 00 00 - 3

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 00 SPECIAL PROCEDURES

01 35 29 HEALTH AND SAFETY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 58 13 POSTING OF NOTICES

01 71 33 PROTECTION OF WORK AND PROPERTY

01 74 23 FINAL CLEANING

01 77 00 CLOSEOUT PROCEDURES

1 78 36 WARRANTIES AND GUARANTEES

DIVISION 02 - EXISTING CONDITIONS

2 40 00 DEMOLITION AND STRUCTURE MOVING

DIVISION 06 - WOOD

6 15 16 WOOD ROOF DECKING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 00 00 THERMAL AND MOISTURE PROTECTION

7 13 26 SELF ADHERING SHEET WATERPROOFING

07 21 26 BLOWN INSULATION

07 56 00 FLUID APPLIED ROOFING

07 61 19 FLAT SEAMED SHEET METAL ROOFING

DIVISION 13 – SPECIAL STRUCTURES

13 34 23 FABRICATED STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

APPENDICES:

APPENDIX 1: Not Used

SUMMARY OF WORK 01 10 00 - 4

01 10 00 – SUMMARY OF WORK PART 1 – GENERAL

01 11 00 SUMMARY OF WORK

A. These specifications, together with the referenced specifications, standards and drawings, document the requirements associated with a roof replacement at the Wheeling, WV (HLG) VHF Omni directional Range (VOR) shelter.

The roof replacement project includes (but is not limited to) removal of the FAA antenna teepee and associated monitor antenna mounts, demolition of the existing single ply and terne metal roof system, repair of rotted roof decking (as needed), installation of underlayment, terne metal roof replacement, the installation of a liquid applied elastomeric roof overlay and the reinstallation of the FAA antenna tee pee and monitor antenna brackets.

The project also requires the installation of ¾” CDX T&G plywood and rosin paper to the roof. A new monitor antenna brackets system will be installed around the roof edges. The project also includes, blown insulation, replacement of damaged vinyl siding and soffit work to provide mounting for the new monitor brackets. The Contractor shall provide and secure all labor, material, equipment, tools, transportation, and supplies required to complete the work in accordance with the contract plans and specifications.

VOR, Wellsburg, WV

SUMMARY OF WORK 01 10 00 - 5

01 11 13 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification:

Project Location: 44 Churchman Lane, Wellsburg, WV in the County of Brooke.

Owner: United States Government Department of Transportation Federal Aviation Administration (FAA) 1701 Columbia Avenue College Park, Georgia 30337

Local delivery address:

Federal Aviation Administration WER22-PIT 44 Churchman Lane Wellsburg, WV 26070

B. Contract Documents: The drawings and specifications for the project were prepared by:

Federal Aviation Administration Atlanta Infrastructure Engineering, (AJW-2E15J), 1701 Columbia Avenue, College Park, Georgia 30337.

C. Construction Contract Administration: An FAA Contracting Officer will administer this contract.

D. Construction Manager: This contract will be field managed by an FAA Resident Engineer /

Contracting Officers Representative (COR).

E. The project includes those elements indicated and specified in the contract documents including, but not limited to the following:

The information below is for information only and is not presented in a required order of precedence.

1. The Contractor shall protect all electronic equipment inside the VOR shelter for the duration of the project.

2. The VOR tee pee supplier will deliver the refurbished tee pee and remove the existing tee pee off site on the same day. This will require the refurbished tee pee to be stored on site until needed. The Contractor shall supply a wood frame or platform to secure the refurbished VOR tee pee while it is being stored on site. The contractor shall provide a means to stake the platform to prevent the tee pee from blowing over while in storage.

3. Provide a crane, operator, a 60’ Gene lift and eight hours of labor assistance (one laborer) to assist FAA technicians while they remove a refurbished VOR tee pee from (GFM) supplier’s trailer to contractor supplied cribbing on site. Assist the FAA in removing the existing VOR antenna enclosure (tee pee) and crib it on the supplier’s trailer for transport off site. Assist FAA when installing the (similar) replacement. Plan one day. Mutually

SUMMARY OF WORK 01 10 00 - 6

acceptable FAA/Contractor dates shall be coordinated through the FAA COR.

4. Remove 16 monitor antennas azimuth positioner support assemblies (and associated hardware) from around the perimeter of the VOR roof. (FAA will remove the monitor antennas and wiring)

5. Remove ground brackets, grounding system leads and ladder support lags.

6. Remove the existing deck overlay of existing roofing material and associated flashings and the old terne plate roof/counterpoise from atop the 2 x 6 tongue and groove wood roof deck. Existing deck overlay to be removed includes single ply membrane roofing, mastic coated metal terne plate, edge flashing and all other associated roof materials. Preserve soffit and building fascia.

7. Remove all dirt, chalking, debris and any other foreign matter from the wood deck in preparation for new work.

8. Replace as necessary all rotted and/or damaged 2 x 6 tongue and grove wood deck members, and replace with like material (plan to replace 500sf).

9. Cut radius and install 2 x planks at the roof perimeter along the underside of the existing deck so as to provide an 3” nailer and blocking for the roof edge strip and monitor mounting brackets.

10. Install ¾” CDX tongue and groove plywood.

11. Install a heavy-duty (high heat) butyl underlayment, W.R. Grace Ultra ice and water shield (or equal) over the wood decking.

12. Construct Sample Roof Panel per Division 7, Sec.07-00-00 para.- 1.2.

13. Place Rosin paper (do not fasten).

14. Install flat seam terned metal fully soldered roof system. Terned metal shall be 18”x20”, 20 oz. stainless steel or copper sheets, delivered pre-bent from the supplier.

15. Secure terne edge at perimeter (fasteners 4” OC max.) and install new metal edge or terminal strip as required roof manufacturer to adequately secure the new roof surface perimeter along the roof edge.

16. Install elastomeric fluid applied overlay (Truco or equal).

17. A Registered Land Surveyor (RLS) shall re-establish a magnetic north point on the roof edge and layout (at 22.5° intervals/segments from that point) re-installation locations for the 16 new (GFM) azimuth positioner support assemblies (brackets) to replace the items removed in step 3.

18. Re-install copper grounding brackets and grounding system leads. If stainless steel is used for roof material copper grounding brackets shall be connected to counterpoise with aluminum connectors. (see grounding bracket detail, dwg. E001)

SUMMARY OF WORK 01 10 00 - 7

19. Provide a crane, operator, a 60’ Gene lift and eight hours of labor assistance to FAA technicians while they install the new VOR antenna enclosure (similar tee pee). Plan one day. Mutually acceptable FAA/Contractor dates shall be coordinated through the FAA

COR.

20. Install 16 azimuth positioner support assemblies (GFM) at locations determined in step 13.

21. Install ladder bracket opposite Tee Pee door.

22. Patch vinyl siding on exterior of shelter as needed.

23. Install blown in insulation.

24. Final cleaning.

25. Install rubber walkway on roof (30 days after roof/elastomeric installation is complete).

F. Plans showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. The total number and the titles of the drawings constituting the Plans are given in the index of the plans drawing HLG-D- 1509592-G002 and below. All work under the Contract shall be performed in accordance with the Contract Documents.

G. Facility Outage: The VOR facility will be out of service for the project duration. The

Contractor is expected minimize the VOR facility outage by maintaining schedule. The work is expected to take 30 calendar days.

H. In addition to electronic copies, the FAA will provide the Contractor with one bound and one unbound hardcopy of the construction plans and specifications marked “Issued for Construction” for the Contractor’s use during the execution of the Contract. The Contractor may reproduce these documents for its use during the performance of the work under this Contract.

I. The Contractor shall maintain at the Site at all times at least one (1) copy of Plans, Technical Specifications and all other Contract Documents, together with at least one (1) complete set of approved Shop Drawings and approved samples.

J. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Plans or

Technical Specifications, the Contractor shall refer the same to the Contracting Officer (CO) prior to beginning work on affected task(s), for interpretation and decision, and such decision shall be final.

K. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings will rule in all cases. Specifications will govern over drawings. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and the COR shall render an interpretation and decision.

SUMMARY OF WORK 01 10 00 - 8

L. LIST OF CONTRACT DRAWINGS:

01 11 13 WORK BY OWNER

The FAA will perform the following work in conjunction with the roof replacement contract:

A. Remove refurbished VOR from supplier’s trailer and place on Contractor supplied cribbing on site.

B. Remove VOR tee pee (with Contractor supplied crane, operator and labor assistance). FAA will provide labor and material to rig, remove, and transport the existing VOR antenna enclosure (tee pee) off site.

C. NOT USED

D. Provide labor, material and equipment to remove sixteen (16) monitor antennas and associated wiring.

E. Provide labor, material and equipment to rig and re-install a refurbished VOR tee pee. (with Contractor supplied crane, operator and labor assistance).

F. Provide labor, material and equipment to re-install sixteen (16) monitor antennas and associated wiring.

01 11 19 GOVERNMENT FURNISHED MATERIAL

Government Furnished Material: GFM will be onsite for the Contractor’s utilization no later than the NTP date (not including the new antenna enclosure (tee pee) which will be coordinated with the Contractor separately) and will include:

1. Transition plates, bracket bolt assemblies and all associated hardware to assemble the sixteen azimuth positioner supports.

2. Updated keystone brackets and keystone plates to replace the existing brackets and plates.

SUMMARY OF WORK 01 10 00 - 9

PART 2 – PRODUCTS: NOT USED

PART 3 – EXECUTION: NOT USED

END OF SECTION 01 00 00

FAA-HLG-VOR-1509592

WORK RESTRICTIONS 01 14 00 - 1

SECTION 01 14 00 – WORK RESTRICTIONS

PART 1 – GENERAL

01 14 13 ACCESS TO SITE

A. Escort Required: The site is an “escort required” site and access shall be coordinated with the COR. The limits of Contractor activities will be restricted to the immediate facility site location. Contractor equipment may occupy the VOR parking area.

B. Security: COR escort will be required at all times.

The Contractor shall provide the COR with a list of all contract personnel who will require access to the site. Include each individual’s name, date of birth, address and the company they work for. Keep the list current throughout the duration of project work. Contractor and Subcontractor personnel may be subject to security investigation by FAA. Upon request by the COR, the contractor shall promptly complete all security forms provided by the COR.

Current procedures at FAA facilities include the "right to search." If in the judgment of the COR or other FAA personnel there is cause to search a vehicle or person, such search may be made.

The Contractor, upon request of the COR, shall dismiss from the premises any employee of the Contractor or Subcontractor who, in the opinion of the FAA representative, violates the terms, conditions, or specifications of the contract, or interferes with FAA operations.

C. Inspection of Site by Contractor: The Contractor shall have carefully examined the work to determine the extent and conditions under which it must be done. The Contractor is urged to make a site visit prior to submission of bid. Failure to visit the site shall not relieve the Contractor from responsibility for the work conditions and workmanship as specified herein. Schedule pre-bid site visits with Shane C. Harvey 404-305-7447, prior to the desired site visit date. Site visits will be scheduled based on the availability of the FAA COR.

01 14 19 USE OF SITE

A. The Contractor will have complete and exclusive use of the premises for the execution of work. All FAA operations shall take precedence over any and all work performed by the Contractor. If, at any time, the work of the Contractor is disruptive to the performance of FAA functions, the Contractor shall be directed to cease work and shall

WORK RESTRICTIONS 01 14 00 - 2

reschedule the work with the COR. The Contractor shall not permit any unauthorized construction personnel or traffic on the site.

B. Damage to the FAA site or any abutting properties caused by the Contractor's activities shall be repaired. The Contractor shall pay all costs of such repairs. After notice to proceed and prior to the commencement of construction, the Contractor and the COR shall conduct joint inspections of the existing areas affected by the construction.

Existing conditions shall be noted and will be used as the basis for determination of damages caused by the Contractor's operations.

C. FAA OPERATIONS See Section 01 35 13 for FAA Operations related work restrictions.

PART 2 – PRODUCTS: NOT USED

PART 3 – EXECUTION: NOT USED

END OF SECTION 01 14 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

01 31 13 PROJECT COORDINATION

A. The Contractor shall coordinate all on-site construction activities with the FAA COR.

The Contractor and FAA will coordinate mutually agreeable dates for the VOR teepee removal and reinstallation.

B. The Contractor shall prepare a detailed schedule of work, and arrange the work to prevent conflicts between Subcontractors. The Contractor shall be responsible for coordination of the work by different trades and all of the work of this contract. The Contractor shall resolve all coordination conflicts that arise among Subcontractors.

The FAA and Contractor will coordinate mutually acceptable dates for tee pee removal and re-installation. Contractor participation in pre-construction conferences.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor’s construction schedule

2. Installation and removal of temporary facilities and controls

3. Delivery and processing of submittals

4. Progress meetings

5. Pre-installation conferences

6. Project closeout activities

D. Contractor correspondence shall be directed to CO with a copy to the COR. Submittals shall be directed to the COR with a copy to the CO.

01 31 19.13 PRE-CONSTRUCTION MEETING

A. The FAA will hold a pre-construction meeting after contract award and prior to issuance of the Notice to Proceed. The Contractor shall attend the preconstruction conference to discuss procedures related to ingress-egress, use of premises, facility security, construction work schedule, temporary facilities, material disposal, and facility operations. The CO shall establish the time and location for the preconstruction conference after contract award.

01 31 19 PROJECT MEETINGS

A. Schedule and administer Project meetings throughout progress of the work at weekly intervals as well as any called meeting.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2

B. Attendance: Job superintendents, major subcontractors and suppliers; and COR as appropriate to address topics for each meeting.

C. Agenda will include review of work progress, status of progress schedule and adjustments thereto, delivery schedules, submittals, maintenance of quality standards, pending changes and substitutions and other items affecting progress or work.

PART 2 - PRODUCTS NOT USED

PART 3 – EXECUTION NOT USED

END OF SECTION 01 31 00

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00 - 1

SECTION 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION

01 32 13 SCHEDULING OF WORK

A. Normal working hours are between 0600 to 1700, Monday through Friday (except holidays).

Contractor requests to work outside normal working hours require COR approval. However, the COR has full discretion to approve or disapprove, or withdraw approval of, requests. If the contractor desires to work outside normal hours (including Saturdays, Sundays, and holidays), he shall submit his written request to the COR at least 48 hours in advance. Some typical constraints on working outside normal working hours are:

1. The Contractor’s request must be made at least two days in advance (e.g., request received by close of business Wednesday for work on following Saturday). Prior to submitting the request, the Contractor must coordinate as needed (such as utility outages) and have all required people and materials for the work that will be performed.

2. A Contractor with quality or safety problems (as determined by the COR) will be restricted to normal working hours.

3. A Contractor who fails to correct deficiencies within a reasonable time (as determined by the COR) will be restricted to normal working hours or may be allowed to work outside normal working hours only to correct those deficiencies.

4. The Contractor shall schedule his work to cause the least amount of interference to normal activities. Any work proposed to be accomplished outside of normal working hours shall be coordinated with the COR prior to doing the work.

01 32 16 Schedule:

Submit a realistic schedule, including the salient features listed below to the CO for approval within 10 days of the date of award of the contract, unless a different time is specified in the contract clauses.

Salient Features.

a. Mobilization.

b. Remove monitor antenna supports

c. Remove roof overlay.

d. Replace rotted decking and install perimeter nailer

e. Replace Terne plate counterpoise install edging

f. Install elastomeric metal roof coating on Terne plate.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00 - 2

g. Re-install monitor antenna supports

h. Demobilization.

i. Install walkway.

FAA OPERATIONS See Section 01 35 13 for FAA Operations related work restrictions.

END OF SECTION 01 14 00

Submittal Procedure 01 33 00

SECTION 01 33 00 – SUBMITTAL PROCEDURES

01 33 16 Design Data

Samples, certificates, reports, catalog cuts, letters, shop drawings, etc. required under this specification shall be submitted to the COR with a copy to the CO and Project Engineer. All products specified herein to meet certain published specifications shall have clarifications submitted which state compliance with such specifications. The Contractor shall provide a minimum of ten (5) business days for FAA to review the submittals, unless otherwise noted in the specifications. Rejection of submittals shall not be grounds for claims by the Contractor.

01 33 23 Shop Drawings, Product Data and Samples

A. Three (3) complete sets (to include one reproducible) of all shop drawings and/or product data shall be submitted by the Contractor to the CO. Two sets will be marked and returned to the Contractor by the Project Engineer, with the approval status noted.

B. All submittals shall be accompanied by transmittal letters identifying the contents of the submittal.

Transmittal letters shall consist of one original and one copy.

C. Work requiring an approved submittal shall not be initiated prior to approval of that submittal.

D. Submittals from subcontractors shall be reviewed and approved by the Contractor and coordinated with any other work involved before they are transmitted for review. Submittals shall be complete and detailed, and assembled in sets. Incomplete or inadequate descriptions will not be approved.

01 33 23.10 SUBMITTAL APPROVAL

A. Approved As Submitted - If “Approved As Submitted” is marked by the Project Engineer, each copy of the submittal will be identified as having received such approval by being stamped (or annotated) and dated.

After submittals have been approved, no changes or substitutions will be permitted without written approval by the Project Engineer.

B. Approved As Noted - If “Approved As Noted” is marked by the Project Engineer, the submittal is satisfactory contingent upon the Contractor’s acceptance of comments and notations. If accepted, resubmittal is not required.

C. Not Approved - If “Not Approved” is marked by the Project Engineer, the submittal does not meet job requirements and the Contractor must resubmit. If submittal is disapproved, the Contractor shall resubmit the corrected material in the same quantity as specified for the original submittal.

01 33 23.20 SUBSTITUTE MATERIAL

The Contractor may submit for approval material other than that specified if it meets the following:

A. Meets or exceeds the specifications as determined by the FAA.

B. Material is available on a timely basis.

C. Substitution of a material shall not obligate the FAA for additional costs which may be associated with furnishing and installing the substitute material. Substitution submissions shall be clearly marked as such and shall meet the requirements of paragraph 2.1, Submittals. The Contractor shall allow ten (5) business days from date of receipt by the Project Engineer for substitute submission approval.

PART 2 - MATERIALS

2.1 SUBMITTALS REQUIRED

Submittals required shall include but not necessarily be limited to the following:

A. Safety Plan: Section 01 35 29.

B. Schedule: Section 01 00 00.

C. Subcontractor List Section 01 10 00.

D. High heat butyl underlayment Section 07 13 26 E. Metal Terne Roof System Section 07 61 19 F. Elastomeric Coating System Section 07 56 00 G. Red Lined Drawings: Section 01 78 39.

H. Warranties: Section 01 78 36.

Submittals A, B and C shall be submitted prior to the NTP.

PART III: NOT USED

END OF SECTION 01 33 00

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

TO (Contracting Officer) FROM (Contractor) DATE:

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT / LOCATION

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION

SECTION/ PARA NO./

DRAWING NO.

DESCRIPTION OF MATERIALS

(Include Type, Model #, Catalog #, Mfg., Etc.)

APPROV

ED

DIS-

APPROVED

SEE

REVERSE

INITIAL

TYPED OR PRINTED NAME SIGNATURE DATE

FOR GOVERNMENT USE ONLY

TO (Project Engineer)

FOR EVALUATION AND ACTION

TYPED OR PRINTED NAME SIGNATURE DATE

TO (Contracting Officer)

Recommended Approval Disapproved as indicated above and subject to any applicable comments on the reverse side.

TYPED OR PRINTED NAME SIGNATURE DATE

TO (CONTRACTOR)

Approved Disapproved as indicated above and subject to any applicable comments on the reverse side. Request resubmittal on disapproved items within 5 days of date shown below.

TYPED OR PRINTED NAME SIGNATURE DATE

COMMENTS

(Number to correspond with applicable item number on reverse.)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting shop drawings, equipment data, manufacturer's literature, certificates, and samples of materials to the government for approval in accordance with the provisions of this contract.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract in the space entitled "Submission No." This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and date in addition to a new submission number. A single submission should be used for all work of a section of the specification, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the Contracting Officers Technical Representative (COTR). This approval is required as called for by the Contracting Officer under the terms of this contract.

SUBMITTAL PROCEEDURES Page 5

SPECIAL PROCEEDURES FOR AIRPORT FACILITIES 01 35 13 - 1

SECTION 01 35 13 – SPECIAL PROCEEDURES FOR AIRPORT FACILITIES

1.1.1 SUMMARY: This section describes the requirements for working at airport facilities.

1.1.2 The work to be performed is within/at an air traffic control facility, and all FAA operations shall take precedence over any and all work performed by the Contractor. If, at any time, the work of the Contractor is disruptive to the performance of FAA functions, the Contractor shall be directed to cease work and shall reschedule the work with the COR.

1.1.3 FAA OPERATIONS

A. The FAA has established moratorium dates for construction activity at critical Air Traffic Control facilities. The intent is to minimize impact on the ability of FAA to perform its operational activities during peak air travel dates. Moratorium dates are typically scheduled over the Thanksgiving Holiday and the Christmas/New Year Holiday although others may be scheduled depending on local events and will be discussed at the preconstruction conference prior to NTP.

B. Due to the current construction schedule falling outside these seasons, minimal disruption to the work is expected.

C. RESTRICTIONS TO AIRSPACE – The utilization of equipment over 15’ in height at the site is also restricted and will require prior coordination with the FAA COR. Additional information regarding procedures for accomplishing work under this requirement will be discussed at the pre-construction conference.

D. AIR SPACING THE CRANE(S) - The FAA requires a Form 7460 – 1 Notice of proposed Construction or Alteration for airspacing the maximum ht. of his crane.

Form 7460 has been created for this project for a crane ht. no greater than 60’. The Contractor must coordinate with the COR one week prior to cranework.

1.4

A. RESTRICTIONS TO ACCESS - Access to work areas may be restricted from time to time by necessity of airport operations.

SECTION 2 -

PRODUCTS

NOT USED

SPECIAL PROCEEDURES FOR AIRPORT FACILITIES 01 35 13 - 2

SECTION 3 -

EXECUTION

END OF SECTION 01 35 13

HEALTH AND SAFETY REQUIREMENTS 01 35 29 - 1

SECTION 01 35 29 - HEALTH AND SAFETY

REQUIRMENTS PART 1 – GENERAL

1.1.1 SUMMARY: This section describes the requirements for employee health and safety.

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 basic designation only.

A. Code of Federal Regulations (CFR)

1. OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication

V2206; OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both parts 1910 and 1926 as they relate to construction safety and health.

2. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61)

3. Federal Standard (Fed. Std.)

4. 313A Material Safety Data Sheets, Preparation and the Submission

5. FAA Order No. N 3900.60. Maintenance Project Safety and Health Checklist

This Maintenance Project Safety and Health Checklist shall be reviewed with the Contractor and FAA prior to construction.

1.3 WORK COVERED BY THIS SECTION – This section is applicable to all work covered by this contract.

1.4 DEFINITIONS OF HAZARDOUS MATERIALS – Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, polychlorinated biphenyl’s (PCB’s), explosives, and radioactive material, but may include others.

1.5 Quality Assurance

A. Safety Meeting – Representatives of the contractor shall meet with the CO and COR prior to the start of work, for the purpose of reviewing the contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be

HEALTH AND SAFETY REQUIREMENTS 01 35 29 - 2

performed under this contract. The contractor shall be prepared to discuss, in detail, the measures he/she intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract. If directed by the COR, this meeting may be held in conjunction with other meetings, which are scheduled to take place prior to start of work under this contract. The contractor’s principal on-site representative(s), the general superintendent, and his/her safety representative(s) shall attend this meeting.

B. Compliance with Regulations – All work, including the handling of hazardous materials shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

C. Contractor’s Responsibility – The contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of the work.

D. Inspections, Tests and Reports – The required inspections, tests, and reports made by the contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the contractor’s expense.

E. Safety Plan – The contractor will be required to submit a safety plan for maintaining a safe work environment for construction workers employed on this project. As a minimum, the plan shall show weekly “tail gate meetings”, scheduled inspections of equipment to check for potential hazards created by wear, etc. and a statement that the current OSHA regulations on safety in the construction industry will be followed. The plan will be used by the COR to insure that the work is accomplished in accordance with safety practices.

F. The COR may stop any operation, which is in violation of the OSHA standards and fails to comply with the safety plan or accepted safe work practices.

1.6 SUBMITTALS

A. Accident Reporting - A copy of each accident report, which the contractor or subcontractors submit to their insurance carriers, shall be forwarded through the COR to the CO as soon as possible, but in no case later than 48 hours after the accident occurred, depending on the results of the accident. Refer to AMS clause 3.2.2.3-54, “Preventing Accidents”, for additional information.

B. Safety Plan – 1.5-E.

C. Permits – If hazardous materials are disposed of off-site, submit copies of permits from applicable Federal, State, or municipal authorities.

1.7 MATERIALS AND EQUIPMENT – Special facilities, devices, equipment, clothing, and

HEALTH AND SAFETY REQUIREMENTS 01 35 29 - 3

similar items used by the contractor in the execution of work shall comply with the applicable regulations.

1.8 HAZARDOUS MATERIALS – The contractor shall bring to the attention of the COR any material suspected of being hazardous which is encountered during the execution of work. A determination will be made by the COR as to whether the contractor shall perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required, subject to applicable provisions of this contract.

1.9 STOP WORK ORDERS – If the contractor or subcontractors are notified by the COR of any noncompliance with the provisions of the contract and the action(s) to be taken, the contractor shall immediately correct the unsafe or unhealthy condition. If the contractor fails to comply promptly, all or any part of the work may be stopped with a “Stop Work Order”. When, in the opinion of the CO, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, a “start order” will be given immediately. The contractor shall not be allowed any extension of time or compensation for damages by reason of or in connection with such work stoppage.

1.10 PROTECTION – The contractor shall take all necessary precautions to prevent injury to the public, building occupants, or damage to property of others. For the purposes of this contract, the public or building occupants shall include all persons not employed by the contractor or a subcontractor working under their direction.

A. Work shall not be performed in any area occupied by Federal employees unless adequate steps are taken for the protection of the public or Federal employees.

B. Whenever practicable, the work area shall be fenced, barricaded, or otherwise blocked off to prevent unauthorized entry into the work area.

C. Alternate precautions – When the nature of the work prevents isolation of the work area, alternate precautions such as the posting of signs, the use of signal persons, the erection of barricades or similar protection around particularly hazardous operations shall be used as appropriate.

END OF SECTION 01 35 29

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities (storage sheds), and security and protection of temporary facilities.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum.

Allow other entities to use temporary services and facilities without cost, including, but not limited to: FAA's construction forces, testing agencies, and authorities having jurisdiction or others with a need to be on site.

B. Water Service: Pay water service use charges for water used by all entities for construction operations. Obtain permits and pay for inspections. Pay costs of installation, operation, maintenance and removal of system, and restoration of existing and permanent equipment. Pay costs of water consumed. Water is not available at the HLG VOR site.

C. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations. Obtain permit and pay for inspections. Pay for installation, operation, maintenance and removal of system, and restoration of existing and permanent equipment. Contractor shall provide and pay for adequate power for testing all systems.

Transfer of responsibility for power shall be the date of Substantial Completion.

D. Water Service: Provide connections and extensions of services as required for construction operations. Water is not available at the HLG VOR site.

1.4 SUBMITTALS

A. Not Used.

1.6 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before FAA's acceptance, regardless of previously assigned responsibilities.

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2

PART 2 - PRODUCTS

2.1 TOILET FACILITIES

A. Enclosed portable self-contained units or temporary water closets and urinals, designed either for chemical neutralization or for holding in a temporary tank for pumping by a legally permitted sewage transport company.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Contractor shall provide and pay for all temporary facilities as necessary for the proper and expeditious execution of the work. Contractor shall provide all labor, materials, equipment and appurtenances necessary for the complete installation, operation and maintenance of all temporary facilities. Contractor shall pay costs of all utilities consumed. 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.

3.2 TEMPORARY UTILITY INSTALLATION

A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

B. Electric Power Service: Unless otherwise noted the contractor may use exis t ing FAA power cur rent ly on s i te . If the exi s t ing service is not suff ic ient or presents risks to the NAS, the cont ractor shall supply power in accordance with paragraph C bel ow.

C. Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

1. Install electric power service unless otherwise indicated, at the time of initial site mobilization. Comply with requirements of the Contract Documents. Modify and extend system as work progresses.

2. Maintain system to provide continuous service.

3. Comply with International Building Code and National Electric Code requirements

END OF SECTION 01 50

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 3

POSTING OF NOTICES 01 58 13-1

SECTION 01 58 13 - POSTING OF NOTICES PART 1 - GENERAL

1.1 SCHEDULE OF WAGE RATES AND BENEFITS

A. The Contractor, and each subcontractor under him, shall post in a conspicuous place on the site (1) the schedule of the specified overall hourly rate for each applicable classification; (2) the amount of liquidated damages for any failure to pay such rates; and (3) the name and address of the responsible official in County or the U.S. Department of Labor (whichever is applicable) to whom complaints should be given.

B. Copy of this Notice will be provided to the Contractor by the FAA.

1.2 NON-DISCRIMINATION CLAUSE

A. In accordance with AMS Clause No. 3.6.2-9 Equal Opportunity, the Contractor shall post the non-discrimination clause as required by Executive Order 11246.

B. The following is a statement of the required clause: Equal Employment Opportunity is the Law-- Discrimination is Prohibited by the Civil Rights Act of 1964 and by Executive Order No. 11246. Title VII of the Civil Rights Act of 1964--Administered by: The Equal Employment Opportunity Commission. Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 25 or more employees, by Labor Organizations with a hiring hall of 25 or more members, by Employment Agencies, and by Joint Labor-Management Committees for Apprenticeship or Training. Any person who believes he or she has been discriminated against should contact: The Equal Employment Opportunity Commission. 2401 E Street, NW, Washington, DC 20506.

C. EXECUTIVE ORDER NO. 11246--Administered by: The Office of Federal Contract

Compliance Programs prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment by all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federal Assisted Construction Contract, regardless of the number of employees in either case. Any person who believes he or she has been discriminated against should contact: The Office of Federal Contract Compliance Programs, U.S. Department of Labor, Washington, DC 20210.

PART 3 - EXECUTION NOT USED

END OF SECTION 01 58 13

POSTING OF NOTICES 01 58 13-2

THIS PAGE INTENTIONALLY LEFT BLANK

GOVERNMENT FURNISHED MATERIAL Page 1

SECTION 01 64 00 – GOVERNMENT FURNISHED MATERIAL

1.1 REQUIREMENTS

1.2

PRODUCTS

A.

Government Furnished Material acceptance – The Contractor, in the presence of the COR, shall inspect all the GFM listed below and in the solicitation within 10 days of delivery.

The Contractor will advise the COR of any missing or damaged GFM or components. If the COR is not given notification in writing of the damaged or missing components within this time period, the FAA will assume that the material is complete and ready for installation. Any replacement or correction of GFM will then become the Contractor’s responsibility and any delays due to missing GFM will be the Contractor’s responsibility.

1.3

TRANSPORTATION AND HANDLING

The FAA will provide transport to the site for GFM.

1.4

STORAGE AND PROTECTION

Store products in accordance with manufacturer's instructions, with seals and labels intact and legible.

PART 2 – PRODUCTS

A. Sixteen monitor antenna support assemblies as shown on contract drawing: HLG- D-1509592-A001.

B. Sixteen transition plates and anchor plates as shown on contract drawing: HLG-

D-1509592-A001.

C. Refurbished VOR antenna enclosure and associated hardware.

D. One ladder bracket as shown on contract drawing: HLG-D-1509592-S002.

E. All items contained in the GFM Material List table, as shown on contract drawing: HLG-D-1509592-G003.

GOVERNMENT FURNISHED MATERIAL Page 2

PART 3 –

EXECUTION – NOT USED

END OF SECTION 01 66 00

PROTECTION OF WORK AND PROPERTY 01 71 33 - 1

SECTION 01 71 33 - PROTECTION OF WORK AND PROPERTY

1.1 REQUIREMENT INCLUDED

B.

C.

Protection of products after installation.

Protection of existing equipment, property and landscape Protection of GFM transferred to the Contractor.

1.2

SUBMITTALS

A. Contractor shall submit plan to protect existing building contents during roof replacement.

PART 2 - PRODUCT

3.1 PROTECTION AFTER INSTALLATION

A. Protect installed products and control traffic in immediate area to prevent damage from subsequent operations.

B. Restrict traffic of any kind across planted lawn and landscape areas.

3.2

PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE

A. The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property markers until the COR has witnessed or otherwise referenced their location and shall not move them until directed.

3.3

PROTECTION OF GFM TRANSFERRED TO THE CONTRACTOR.

A. The Contractor shall supply adequate dunnage to anchor the refurbished tee pee in place while in storage on site and protect from wind damage.

3.4 FOUL WEATHER PROTECTION

A. The Contractor shall take all precautions as necessary to prevent damage to the facility and shall be responsible for damage to the facility resulting from any act, omission, neglect, or misconduct in the execution of foul weather preparations.

B. In the event of a severe storm warning or as directed by the COR, the Contractor shall:

A. Cover entire work area with a securely fastened tarp. Secure outside equipment

PROTECTION OF WORK AND PROPERTY 01 71 33 - 2

and materials and place materials subject to possible damage in protected locations.

B. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.

C. Secure crane(s) and GFM antenna enclosure if stored at site.

D. After the storm, the Contractor may be directed by the COR to assist in the restoration of the existing facility. Any restoration shall take precedence over the construction contract. Any additional costs will be claimed under the “changes” clause of the contract.

END OF SECTION 01 71 3

PROTECTION OF WORK AND PROPERTY 01 71 33 - 3

FINAL CLEANING 01 74 23 - 1

SECTION 01 74 23 - FINAL CLEANING

1.1 REQUIREMENT INCLUDED

A. Final cleaning of project.

1.2 SUMMARY

A. This section includes administrative and procedural requirements, protections of construction in progress, and for final cleaning at Substantial Completion.

B. Environmental Requirements: Conduct cleaning and waste-disposal operations in compliance with local laws and ordinances. Comply fully with federal and local environmental and antipollution regulations.

C. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains.

D. Burning or burying of debris, rubbish, or other waste material on the premises is not permitted

3.1 FINAL CLEANING

A. General: Provide final-cleaning operations.

B. Cleaning Operations: Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for the entire Project or a portion of the Project.

1. Clean the Project Site, yard and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and foreign substances.

2. Remove petrochemical spills, stains, and other foreign deposits on new work.

FINAL CLEANING 01 74 23 - 2

3. Remove tools, construction equipment, machinery, and surplus material from the site.

4. Clean spills or stains on existing work caused by the Contractor’s operations.

5. Leave the Project clean and ready for use.

C. Removal of Protection: Remove temporary protection and facilities installed during construction to protect previously completed installations during the remainder of the construction period.

END OF SECTION 01 74 23

CLOSEOUT PROCEEDURES Page 1

SECTION 01 77 00 - CLOSEOUT PROCEDURES

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Compliance with Specification 01 78 36-Warranties and Guarantees

2. Completion of Asbestos and Lead Free Certification

3. Final Punch List

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Prepare and submit Project Record ocuments, Operation and Maintenance manuals.

3. Terminate and remove temporary facilities from Project site, along with construction tools, and similar elements.

4. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Inspection: Submit a written request for inspection for Substantial Completion, also referred to as the Contractor Acceptance Inspection (CAI). On receipt of request, COR will either schedule the inspection within 14 days or notify Contractor of unfulfilled requirements. COR will provide a punch list of unfulfilled requirements that will form the basis for the Contractor Acceptance Inspection and subsequent Final Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Contractor should request final inspection prior to contract completion date. Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit a Final Application for Payment.

2. Submit certified copy of COR's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by COR. The certified copy of the list shall state that each item has been completed or otherwise

CLOSEOUT PROCEEDURES Page 2 resolved for acceptance.

3. Submit redlined drawings, specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Perform a final cleaning.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, COR will either proceed with inspection or notify Contractor of unfulfilled requirements. COR will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

PART 2 – PRODUCTS. NOT USED

END OF SECTION 01 77

01 78 36 - 1 WARRANTIES AND GUARANTEES

SECTION 01 78 36 - WARRANTIES AND GUARANTEES

1.1 REQUIREMENTS INCLUDED

A. Preparation and submittal of warranties and guarantees.

1.2 FORM OF WARRANTY

A. Bind in commercial quality 8 ½ x 11 inch three-ring side binders, with hardback, cleanable, plastic covers.

B. Label cover of each binder with typed or printed title ̀ WARRANTIES AND GUARANTEES', with Contract No. and Project Title; name, address and telephone number of Contractor.

C. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified and the name of the product or work item.

D. Separate each warranty or guaranty with index tab sheets keyed to the Table of Contents listing.

Provide full information, using separate typed sheet as necessary. List subcontractor, supplier and manufacturer, with name, address and telephone number of responsible principal.

1.3 PREPARATION OF WARRANTY

A. Obtain warranties and guarantees, executed in duplicate by responsible subcontractors, suppliers and manufacturers, within ten (10) days after completion of the applicable item of work. Date of beginning of time of warranty will be the date of Substantial Completion.

B. Warranties and guarantees shall be made out in the name of, and accrue to the benefit of the Federal Aviation Administration.

1.4 TIME OF WARRANTY

A. Provide…