Spec.pdf

PROJECT SPECIFICATIONS

RUNWAY 08

REPLACEMENT OF INSTRUMENT LANDING

SYSTEM (ILS)

Bob Hope Airport Burbank, California

Replacement of Instrument Landing System BURBANKILS Oct 08, 2016 5:00 PM

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 40 00 BID SCHEDULES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 35 00.10 SPECIAL PROCEDURES AND RUNWAY SAFETY REQUIREMENTS

01 35 23.00 40 GENERAL SAFETY REQUIREMENTS

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 70 00.00 CONTRACT CLOSEOUT

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 42 00 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 03 - CONCRETE

03 11 14.00 10 FORMWORK FOR CONCRETE

03 20 01.00 10 CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 00 00.00 50 GENERAL ELECTRICAL PROVISIONS

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 19.00 20 UNDERGROUND POWER, RF AND CONTROL CABLE INSTALLATIONS

26 41 00.00 BONDING, GROUNDING AND LIGHTNING PROTECTION SYSTEMS

DIVISION 31 - EARTHWORK

31 10 00 SITE INVESTIGATION AND CLEARING AND PROTECTION OF

UTILITIES

31 11 00 CLEARING AND GRUBBING

31 23 00.00 11 EXCAVATION, BACKFILLING AND COMPACTING FOR UTILITIES

31 60 00 FOUNDATION PREPARATION

DIVISION 33 - UTILITIES

33 05 13 ELECTRICAL MANHOLE AND HANDHOLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

FOR OFFICIAL USE ONLY

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

12/97

PART 1 GENERAL

1.01 SUMMARY

1.02 CONTRACT DRAWINGS

1.03 SUPPLEMENTARY DRAWINGS

A. Reference Drawings

PART 2 PRODUCTS

PART 3 EXECUTION

3.01 AVAILABILITY OF CADD DRAWING FILES

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

12/97

PART 1 GENERAL

1.01 SUMMARY

This document lists the drawings for the project pursuant to contract clause "3.2.2.3-60, Specifications, Drawings, and Material Offers Alternate I (March 2009)."

1.02 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. TITLE

BUR-D-ILS-G001 TITLE SHEET AND DRAWING INDEX

BUR-D-ILS-G002 GENERAL / SAFETY / SECURITY

BUR-D-ILS-G003 OVERALL SITE PLAN

BUR-D-ILS-G005 ABBREVIATIONS

BUR-D-LOC08-C001 NEW LOCALIZER SITE PLAN

BUR-D-LOC08-C002 NEW LOCALIZER SHELTER SITE PLAN

BUR-D-LOC08-C003 EXISTING LOCALIZER SHELTER PLOT PLAN

BUR-D-LOC08-C004 LOCALIZER GROUND CHECKPOINT MARKER PLAN

BUR-D-LOC08-D002 DEMOLITION PLAN, EXISTING LOCALIZER FACILITY SITE

BUR-D-LOC08-E001 LOCALIZER ANTENNA ARRAY INSTALLATION DETAILS

BUR-D-LOC08-S001 NEW LOCALIZER ANTENNA ARRAY FOUNDATION PLAN

BUR-D-GS08-C001 NEW GLIDE SLOPE SITE PLAN

BUR-D-GS08-C002 NEW GLIDE SLOPE SHELTER SITE PLAN

BUR-D-GS08-D001 DEMOLITION PLAN, EXISTING GLIDE SLOPE SITE

BUR-D-GS08-E001 GLIDE SLOPE ANTENNA & TOWER INSTALLATIONS

BUR-D-GS08-E003 GLIDE SLOPE LIGHTNING PROTECTION INSTALLATION

DOCUMENT 00 01 15 Page 3

DRAWING NO. TITLE

BUR-D-GS08-S002 GLIDE SLOPE SHELTER FOUNDATION DETAILS

BUR-D-OM08-C001 OUTER MARKER SHELTER, NEW INSTALLATION PLAN & PROFILE

BUR-D-OM08-D001 OUTER MARKER SHELTER, EXISTING PLOT & DEMOLITION PLAN

BUR-D-OM08-E001 OUTER MARKER ANTENNA INSTALLATION

BUR-D-OM08-S001 OUTER MARKER ANTENNA, CONCRETE FOUNDATION DETAIL

BUR-D-ILS-E004 ELECTRICAL POWER, RF AND CONTROL CABLING PLAN

BUR-D-ILS-E005 SHELTER LIGHTNING PROTECTION SYSTEM

BUR-D-ILS-E006 TYPICAL LIGHTNING AND GROUNDING DETAILS

BUR-D-ILS-S002 LOCALIZER ANTENNA ARRAY FOUNDATION DETAILS

BUR-D-ILS-S003 DUCTBANK DETAILS

BUR-D-ILS-S004 PULLBOX DETAILS (4' X 4')

BUR-D-ILS-S007 MISCELLANEOUS SUPPORT LEG DETAILS

BUR-D-ILS-S010 LOC PAD BERM AND RETAINING WALL LAYOUTS

BUR-D-ILS-S011 MISCELLANEOUS STRUCTRUAL DETAILS

1.03 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

A. Reference Drawings

The following reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall be used only for purposes intended by the contract. Full-size and half-sized drawings are included with the contract.

FAA STD. DRAWING NO. TITLE

D-6191-4 INSTRUMENT LANDING SYSTEM, GLIDE SLOPE TYPICAL

PLOT LAYOUT & TRENCHING DETAILS

DOCUMENT 00 01 15 Page 4

FAA STD. DRAWING NO. TITLE

D-6191-13 INSTRUMENT LANDING SYSTEM, LOCALIZER ANTENNA

ARRAY (8 ELEMENT), ELEVATED SUPPORT PLATFORM

(3'-7')

D-6191-14 INSTRUMENT LANDING SYSTEM, LOCALIZER ANTENNA

ARRAY, ELEVATED SUPPORT PLATFORM DETAILS (3'-7')

D-6191-25 INSTRUMENT LANDING SYSTEM, LOCALIZER ANTENNA

ARRAY (8 & 14 ELEMENT), ELEVATED SUPPORT PLATFORM

GROUNDING DETAILS

D-6191-26 INSTRUMENT LANDING SYSTEM, LOCALIZER ANTENNA

ARRAY, ELEVATED SUPPORT PLATFORM, ACCESS STAIWAY

PLANS

D-6191-27 INSTRUMENT LANDING SYSTEM, LOCALIZER ANTENNA

ARRAY INSTALLATION DETAILS

D-6191-30 INSTRUMENT LANDING SYSTEM, LOCALIZER/GLIDE SLOPE

SHELTER, AUXILIARY EQUIPMENT INSTALLATION

FAA REF. DRAWING

NO.

TITLE

DR.WP-C-210-40175-1 ILS RWY 07, GENERAL PLAN

DR.WP-C-210-40175-3 ILS RWY 07, LOCALIZER PLOT

DR.WP-C-210-40175-3F ILS RUNWAY 07, LOCALIZER EQUIPMENT LAYOUT -

TUBE TYPE

DR.WP-C-210-40175-07-3A ILS REPLACEMENT, LOCLIZER FOUNDATION DETAILS

DR.WP-C-210-40175-07-3B RUNWAY 07 ILS, ILS LOCALIZER EQUIPMENT LAYOUT,

MARK 1F

DR.WP-C-210-40175-07-6A OUTER MARKER PLOT PLAN AT VAN NUYS AIRPORT

DR.WP-C-210-40175-07-6A1 INSTRUMENT LANDING SYTEM, OUTER MARKER

EQUIPMENT LAYOUT

DR.WP-C-210-40175-07-6B OUTER MARKER LOCATION AT VAN NUYS AIRPORT

WP-D-210-40175-09A GLIDE SLOPE RUNWAY 8, ELECTRICAL DETAILS

WP-D-210-40175-09B GLIDE SLOPE RUNWAY 8, MISC. ELECTRICAL DETAILS

WP-D-210-40175-09C GLIDE SLOPE RUNWAY 8, RELOCATION DETAILS

DOCUMENT 00 01 15 Page 5

GLIDE SLOPE TOWER OSHA MODS

DRAWING NO.

TITLE

3363-08-A00 50FT TOWER ELEVATION & DRAWING INDEX

3363-08-A01 INSTALLATION PROCEDURES & BILL OF MATERIALS:

(1) 50FT TOWER

3363-08-A02 TYPICAL 10FT LADDER KIT ASSEMBLY

3363-08-A03 TYPICAL SAFETY-CLIMB CLAMP ASSEMBLIES

3363-08-A04 WORK AREA PLATFORM ASSEMBLY

3363-08-A05 TYPICAL LANYARD CLAMP ASSEMBLY

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.01 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

Electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the construction contract documents provided by the Contracting Officer shall govern. Use of these CADD files does not relieve the Contractor

DOCUMENT 00 01 15 Page 6 of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

The contractor can produce and submit the As-built drawings required by the contract.

-- End of Document --

DOCUMENT 00 01 15 Page 7

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 40 00

BID SCHEDULES

12/97

PART 1 GENERAL

1.01 BASIS OF BIDS

A. Bid Items

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 40 00 Page 8

DOCUMENT 00 40 00

BID SCHEDULES

12/97

PART 1 GENERAL

1.01 BASIS OF BIDS

A. Bid Items

This contract is solicited with bid items. A description of the bid items is contained in Standard Form SF 1442, "Solicitation, Offer and Award."

The contractor shall submit the following items on the next page per each site. The project will commence as soon as possible.

DOCUMENT 00 40 00 Page 9

Bid Items Form

A. Runway 08 Localizer (LOC) Facility

(i) Basis of Bid for Item 0001 shall be in accordance with the drawings and specifications (mobilization, de-mobilization, and coordinations for entire work, lodging and perdiem for your workers for the Localizer Facility only). The contractor to specify the duration of this portion can be accomplished on a project schedule.

All work at this location shall be completed during day hours, ie, 7:00 AM to 3:30 PM. But not including the work indicated or specified to be provided under any other Bid Item.

Bid Item 0001 $______

(ii) Basis of Bid for Item 0002 shall be the addition of the following work complete:

Provision of all work (include pullboxes) for the concrete encased ductank from a new pullbox near the existing Localizer shelter to the Distribution Unit and Combining Unit (DU/CU) of the LOC Antenna Arrays. This includes two pullboxes shown on drawings. This work will include providing and installing the control cable, RF cables and power conductors which will be terminated at the DU/CU and the power panel in the shelter.

Bid Item 0002 $______

(iii) Basis of Bid for Item 0003 shall be the addition of the following work complete:

Provision of all concrete foundation work including a new LOC Antenna pad including a new pad behind the DU/CU, a new retaining wall for the LOC antenna foundation and all imported backfill materials.

Bid Item 0003 $______

(iv) Basis of Bid for Item 0004 shall be the addition of the following work complete:

Provision of all work at the LOC site excluding the Bid Items 0001 through 0003. Installation and assembly of a new LOC Antenna Arrays on the new concrete pad and including a new counterpoise system around the LOC antenna pad.

Bid Item 0004 $______

(v) Basis of Bid for Item 0005 shall be the addition of the following work complete:

Demolition work of the existing LOC antenna concrete pad, external junction box and a pullbox near the existing LOC

DOCUMENT 00 40 00 Page 10 shelter and pad. Demolition of the concrete footing o f the existing wooden LOC antenna platform. The restoration work for both sites to match the surrounding topography.

Bid Item 0005 $______

(vi) Basis of Bid for Item 0006 shall be the addition of the following work complete:

Installation of the new ground checkpoint markers.

Bid Item 0006 $______

DOCUMENT 00 40 00 Page 11

B. Runway 08 Glide Slope (GS) Facility

(i) Basis of Bid for Item 0001 shall be in accordance with the drawings and specifications (lodging and perdiem for your workers and 8 hours per day work for 5 days a week). All work at this location shall be completed during day hours, ie, 7:00 AM to 3:30 PM. The contractor shall specify the duration of this portion of the work on a project schedule. But not including the work indicated or specified to be provided under any other Bid Item.

Bid Item 0001 $______

(ii) Basis of Bid for Item 0002 shall be the addition of the following work complete:

Provision of all concrete foundations work including a new GS antenna tower and shelter grade beams.

Bid Item 0002 $______

(iii) Basis of Bid for Item 0003 shall be the addition of the following work complete:

Provision of all work of assembling the new GS antenna tower and installation of new GS antennas on the tower.

Delivery and setting of both GS tower and shelter.

Bid Item 0003 $______

(iv) Basis of Bid for Item 0004 shall be the addition of the following work complete:

Provision of all work of all electrical work to tie the existing power and control/communication ductbanks to the new shelter and terminating them. Installation of a new counterpoise system and the lightning protection for both GS tower and shelter.

Bid Item 0004 $______

(v) Basis of Bid for Item 0005 shall be the addition of the following work complete:

Demolition work of the existing GS antenna tower concrete foundation, shelter concrete footings and disposal of the shelter. The restoration work of the existing Glide Slope site to match the surrounding topography.

DOCUMENT 00 40 00 Page 12

Bid Item 0005 $______ B. Runway 08 Outer Marker (OM) Facility

(i) Basis of Bid for Item 0001 shall be in accordance with the drawings and specifications (lodging and perdiem for your workers and 8 hours per day work for 5 days a week). All work at this location shall be completed during day hours, ie, 7:00 AM to 3:30 PM. The contractor shall specify the duration of this portion of the work on a project schedule. But not including the work indicated or specified to be provided under any other Bid Item.

Bid Item 0001 $______

(ii) Basis of Bid for Item 0002 shall be the addition of the following work complete:

Provision of all work for the concrete work for a new OM antenna tower and installation of OM tower.

Bid Item 0002 $______

(iii) Basis of Bid for Item 0003 shall be the addition of the following work complete:

Provision of all new counterpoise system around the exiting OM shelter and new grounding work in the shelter. Installation of a junction box and conduits to the new OM antenna tower.

Bid Item 0003 $______

(iv) Basis of Bid for Item 0004 shall be the addition of the following work complete:

Provision of all work at the OM site excluding the Bid Items 0001 through 0003. Demolition work at the OM site and restoration work to matching the surrounding.

Bid Item 0004 $______

DOCUMENT 00 40 00 Page 13

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 40 00 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

02/03

PART 1 GENERAL

1.01 REFERENCE

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description B. Location C. Scope of Work

1.03 SUBMITTALS

1.04 EXISTING WORK

1.05 SURVEY/LAYOUT WORK INCLUDED

1.06 LOCATION OF UNDERGROUND FACILITIES

A. Notification Prior to Excavation

1.07 INSTALLED WORK BY OTHERS

1.08 WORK RESTRICTIONS

A. Contractor Duration B. Contractor Access and use of Premises

1. Working Hours

2. Work Outside Regular Hours

3. Other Structures & Equipment

4. Utility Cutovers and Interruptions

1.09 SECURITY REQUIREMENTS

PART 2 PRODUCTS

2.01 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

A. Delivery Schedule B. Delivery Location

2.02 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

2.03 PERMITS AND INSURANCE

A. Permits and Insurance

2.04 CONTRACTOR PERSONNEL

A. Surveying Personnel

PART 3 EXECUTION

3.01 CONTRACTOR PERSONNEL REQUIREMENTS

A. Supervision B. Subcontractors and Personnel C. Identification Badges D. Contractor Personnel Requirements

3.02 COORDINATION

A. Project Coordination B. Preconstruction Meeting C. Coordination with Airport D. Airport Security

3.03 PERMITS

SECTION 01 11 00 Page 15

A. Location of Underground Facilities B. Notification Prior to Excavation C. Permits

3.04 INSURANCE REQUIREMENTS

A. Airport Insurance Requirements

3.05 CONDUCTING/EXECUTING SURVEY WORK

A. Airport Coordination B. Horizontal Control C. Vertical Control D. Accuracy (decimal Places) of Horizontal and Vertical Data E. Quality Assurance

-- End of Section Table of Contents --

SECTION 01 11 00 Page 16

SECTION 01 11 00

SUMMARY OF WORK

02/03

PART 1 GENERAL

1.01 REFERENCE

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA No. 405 (1996, 4th Edition) Standards for Aeronautical Surveys and Related Products

U.S. DEPARTMENT OF COMMERCE (DOC)

NGS 1 (June, 2000) General Specifications for Aeronautical Surveys, Vol. I, Establishment of Geodetic Control on Airports

NGS Manual (January, 1998) Runway End, Stopway End, and Displaced Threshold Identification for Surveyors.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description

This project, together with referenced specifications, standards and drawings specified in the Contract Documents, covers the requirements for all work associated with the construction and Replacement of Instrument Landing System for Runway 08 at Bob Hope Airport, Burbank, California. All materials not specifically listed on the Government Furnished Material (GFM)List shall be supplied by the Contractor.

The contractor has 45 calendar days to complete this project in two phases.

The majority of work is outside of runway safety area and it will be completed during the day hours ie, 7:00 AM to 3:30 PM, Monday through Friday. All work within the RSA must be completed in the night hours with a closed runway and it shall be from 11:00 PM to 7:00 AM; however, it is pending on the scheduled flight. For any runway closures, the contractor must coordinate with Bob Hope Airport Operations, ATCT, Local FAA personnel and FAA engineer in timely manner to avoid any impacts to the airport operations.

There will be other contractors onsite during this project and the contractor must coordinate with the airport's contractors and Airport Operations for the required work and locations.

SECTION 01 11 00 Page 17

B. Location

The work shall be located at Bob Hope Airport, Burbank, California, approximately as indicated in the drawings. The exact location will be shown by the Contracting Officer and shown on the project drawings. The airport can be located or found using the website called "www.airnav.com".

C. Scope of Work

During construction, access roads shall be kept open at all times. Open trenches in access roads and inside of the runway safety area must be backfilled or covered with heavy-duty traffic steel plates.

The Contractor shall furnish all labor, materials and equipment in strict accordance with these specifications and drawings.

This project includes but is not limited to:

Runway 08 Localizer Facility

a. Construction of the concrete foundations for LOC antenna arrays.

b. Installation of a concrete ductbank for Communication, control, RF and Power cables and installation of them.

c. Construction of the ground counterpoise systems around a new antenna pad. Grounding work at the shelter and at the LOC antenna.

d. Assemble of LOC antenna arrays.

e. Construction of a retaining wall for the new LOC antenna pad and the berm that the new LOC antenna foundation will be placed.

f. Demolition of the existing LOC antenna array concrete footing for the existing platform. Demolish and remove all existing ductbank if they are interfering with the new ductbanks. Restore the area to match the existing surrounding.

g. Work with the abatement contractor hired by FAA to demolish the existing LOC wooden platform.

Runway 08 Glide Slope Facility

a. Construction of the concrete foundations for GS antenna tower and its new shelter.

b. Installation of the concrete ductbanks for Communication and Power cables. They can be interceptions and extentions of the existing ductbanks.

c. Construction of the ground counterpoise systems around a new LOC shelter foundation. Terminate all guard wires, down conductors, 500 MCM and/or #4/0 welding wires for the new LOC shelter.

d. Assemble of GS antennas, tower, platform, ladder and climbing rail.

e. Construction of a new concrete foundation for a new LOC shelter.

f. Deliver and set the new GS shelter and tower to their respective new foundations.

g. Demolition of the existing GS antenna tower concrete

SECTION 01 11 00 Page 18 foundations, GS antenna and shelter. Demolish and remove all existing ductbank if they are interfering with the new ductbanks. Restore the areas to match the existing surrounding.

Runway 08 Outer Marker Facility

a. Scrap all the existing gravel around the existing shelter and set it aside for later use.

b. Construction of the ground counterpoise systems around the existing OM shelter foundation. Terminate all guard wires, 500 MCM and/or #4/0 welding wires for the exiting OM shelter and a new OM antenna tower.

c. Install new junction boxes for RF cables on the exterior wall.

d. Construction of a new concrere foundation for OM tower.

Installation of a GFM tower.

e. Demolition of the existing OM tower pole and antenna.

Restore the area to match the existing surrounding.

1.03 SUBMITTALS

The following shall be submitted in accordance with Section 01 30 00

ADMINSTRATIVE REQUIREMENTS.

SD-01 Preconstruction Submittals

Permits and Insurance; S List of contact personnel; G Surveying personnel used by the Contractor shall be a licensed professional surveyor experienced and familiar with the type of work involved.

1.04 EXISTING WORK

In addition to "3.8.2-10 Protection of Government buildings, Equipment, and Vegetation (April 1996)":

A. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

B. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.05 SURVEY/LAYOUT WORK INCLUDED

The Contractor shall provide surveying resources for the project using the services of a licensed professional surveyor for the state where the project is located. Critical Survey data includes, but is not limited to the following:

SECTION 01 11 00 Page 19

A. All runway data as shown on drawings (accurate to 1/100 of a foot).

B. Distance from the centerline of the respective runway shown on the project drawings (accurate to 1/100 of a foot)

C. Elevation of runway crown at the threshold (accurate to within 1/100 of a foot)

D. Elevations of the Localizer Antenna Array foundations and DME foundation as shown on the project drawings. (accurate to within 1/100 of a foot)

E. Provide Latitude, Longitude and Elevation on the centerline of the runway shown on drawings (accurate to within 1/100 of a foot).

1.06 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting Dig Alert at (800) 227-2600 or www.digalert.com. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

A. Notification Prior to Excavation

Notify the FAA Engineer at least 7 days prior to starting excavation work.

1.07 INSTALLED WORK BY OTHERS

None.

1.08 WORK RESTRICTIONS

A. Contractor Duration

All work shall be completed within 45 calendar days after the Notice to Proceed (NTP).

B. Contractor Access and use of Premises

1. Working Hours

The majority of work is outside of the runway safety area and it can be completed during the day hours, ie, 7:00 AM to 3:30 PM. All work inside the runway safety area work shall be completed during the runway closures and the contractor shall coordinate with the FAA Engineer and Burbank Airport Operations prior to commencement.

SECTION 01 11 00 Page 20

2. Work Outside Regular Hours

Work outside regular working hours requires the FAA Engineer's approval. Submit a request 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the FAA Engineer.

3. Other Structures & Equipment

The Contractor may be working around operating airport or FAA equipment or structures. Do alter or tamper with prior approval of the FAA Engineer.

4. Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours".

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

1.09 SECURITY REQUIREMENTS

Contract Clause "3.14-1/alt2 Security Requirements-Classified Contracts Alternate II (July 2002)" and the following apply:

Please contact FAA's Point of Contact or Airport's Point of Contact Point of Contact for the Airport Mr. Tom Janowitz Sr. Manager, Airport Operations Bob Hope Airport

(818) 219-0795 Cell tjanowitz@bur.org

PART 2 PRODUCTS

2.01 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "3.10.3-2 Government Property - Basic Clause (April 2004)" , the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION NO. DESCRIPTION QUANTITY

LOCALIZER ANTENNA ARRAY KIT 1

GLIDE SLOPE ANTENNA TOWER KIT 1

SECTION 01 11 00 Page 21

DESIGNATION NO. DESCRIPTION QUANTITY

GLIDE SLOPE ANTENNA KIT (3 ANTENNAS) 1

GLIDE SLOPE SHELTER 1

GLIDE SLOPE ANTENNA PLATFORM KIT 1

GLIDE SLOPE LADDER AND CLIMBING KIT 1

OUTER MARKER TOWER 1

A. Delivery Schedule

Notify the Contracting Officer in writing at least 15 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 7 calendar days after such date.

Materials and equipment will be available on or after 30 calendar days after the award of contract.

B. Delivery Location

The materials and equipment are located at the local warehouse or at the site or designated place set during the pre-construction meeting. The Contractor shall be responsible for transporting the GFMs to the site.

2.02 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

Reference herein or in the construction drawings to any specific commercial product, process, or service, any trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the Federal Aviation Administration. The Contractor may submit a request for substitution of a product, process, or service specifically called out. Such request shall be through the submittal process.

The contractor shall furnish all material that is required and not otherwise indicated to be Government furnished. Materials furnished by the contractor shall be new, the standard products of manufacturers regularly engaged in the production of such materials, and of the manufacturer's latest designs that comply with the specification requirements. The Contractor's Furnished Material & Equipment List below is not meant to a complete list of materials and equipment supplied by the Contractor and is provided for reference only:

DESCRIPTION QUANTITY

All except for the GFM.

2.03 PERMITS AND INSURANCE

A. Permits and Insurance

Contractor shall provide as requested by the Airport Sponsor copies of any permit or Insurance documentation required by the Airport in order to perform the contract work.

SECTION 01 11 00 Page 22

2.04 CONTRACTOR PERSONNEL

A. Surveying Personnel

Surveying personnel used by the Contractor shall be a licensed professional surveyor experienced and familiar with the type of work involved. The names of the survey personnel must be listed in List of contact personnel.

PART 3 EXECUTION

3.01 CONTRACTOR PERSONNEL REQUIREMENTS

A. Supervision

Have at least one qualified supervisor appointed as the contractor representative and will have the direct communication with the FAA Engineer.

B. Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

C. Identification Badges

Identification or security badges shall be obtained by the contractor. Application for and use of badges will be as required by the Airport Sponsor. Immediately report instances of lost or stolen badges to the issuer.

D. Contractor Personnel Requirements

Failure to obtain entry approval will not affect the contract price or time of completion.

3.02 COORDINATION

A. Project Coordination

The Contractor shall maintain a schedule of work and work layout to resolve conflicts and to ensure coordination of the work by different trades. It shall be the Contractor's responsibility to resolve all coordination conflicts between subcontractors and other trades.

B. Preconstruction Meeting

Prior to the start of the construction, a preconstruction conference shall be held between the contractor, FAA, Airport Sponsor and/or local government representatives. The Contractor shall submit the work schedule and work layout at this meeting.

SECTION 01 11 00 Page 23

This meeting shall be arrangement by the FAA and the date, time and location of this meeting shall be announced.

C. Coordination with Airport

The Contractor shall contact the Airport and the local agencies to obtain detailed instructions for: Insurance Requirements, Job Site Operations, Construction Activity and Airport Movement, Existing Buried Cables, Ducts and Other Utilities, Work in Critical Areas, Work by Other Contractors, Control of Dust, Workers Background Check, Job Site Security, Identification Badges, Ramp Permits, Gate Cards and Private Vehicle Parking.

The Contractor shall allow for sufficient time to satisfy the above items without causing delays to the actual work.

D. Airport Security

For the Airport Security Program, See the "SECURITY REQUIREMENTS" paragraph in this section.

3.03 PERMITS

A. Location of Underground Facilities

Obtain digging permits prior to start of excavation by contacting Dig Alert at (800) 227-2600 or www.digalert.com. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered.

1. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

B. Notification Prior to Excavation

Notify the FAA Engineer at least 7 days prior to starting excavation work.

C. Permits

The Contractor shall apply, pay fees, etc., to obtain applicable federal, state and local permits and inspections as required and in sufficient time to prevent delaying the project completion.

In addition to the project plans and specifications, all work shall comply with the latest editions of the National Electric Code and all applicable local codes.

The contractor shall contact the following person for any required permits for the airport.

Point of Contact for the Airport Mr. Tom Janowitz

SECTION 01 11 00 Page 24

Sr. Manager, Airport Operations Bob Hope Airport

(818) 219-0795 Cell tjanowitz@bur.org OR

Mr. Bob Anderson Airport Engineering Bob Hope Airport

(818) 840-8840 banderson@bur.org

3.04 INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the minimum insurance requirements.

A. Airport Insurance Requirements

The Contractor shall provide insurance coverage as required by the Airport. No work on the airport may be performed and no vehicle or equipment may enter the airport unless the proper insurance has been obtained.

3.05 CONDUCTING/EXECUTING SURVEY WORK

Prior to starting any survey work for this project, the contractor and/or surveyors must verify the existing runway threshold data (both ends of the runway) that were established/published at www.ngs.noaa.gov or the coordinates provided by the Project Engineer in charge. Any discrepancies in geographic coordinates including elevations that are greater than +/- 6 inches shall be reported to the Project Engineer, immediately. The Project Engineer shall make the decision to accept the data or the re-survey is required.

The control datum (station) used by the surveyors must be tied directly to the National Spatial Reference System. The most airports have Primary Airport Control Station (PACS) and Secondary Airport Control Station (SACS) and they are the control stations that were established in the vicinity of an airport. They are tied to the National Spatial Reference System and are acceptable to be used as the fixed control points. They are available for the contractors and surveyors on www.ngs.noaa.gov website.

For the airports without the PACS and/or SACS, the Continuously Operating Reference Stations (CORS) can be used as the substitute control stations.

A. Airport Coordination

The Contractor shall coordinate all surveying activities on the airport with airport authorities and air traffic personnel. The contractor shall be responsible for coordinating for access onto runways and taxiways.

B. Horizontal Control

The Contractor shall use a total station, an electronic

SECTION 01 11 00 Page 25 theodolite or a Global Positioning System (GPS) to establish the layout control point for the system layout and plots. The layout control point must be tied directly to the National Spatial Reference System. The required work shall be laid out in accordance with the contract drawings. Sufficient hubs and tacks shall be installed to facilitate construction and inspection of plot layouts. All required hubs that are displaced shall be immediately re-established. The contractor shall not install nails or tacks on the airport runway and taxiway surfaces;

however, the edges of them shall be acceptable.

C. Vertical Control

The Contractor shall use a automatic level or total station to obtain elevation readings for the specified system. The vertical layout control must also be tied directly to the National Spatial Reference System. Prior to foundation installation, the Contractor shall take elevation readings for the existing grade at each foundation. Following the installation of all foundations and the retaining wall, the Contractor shall take elevation readings of the top of each foundation. The Contractor shall redline the project drawings with elevation readings for the top of each foundation.

D. Accuracy (decimal Places) of Horizontal and Vertical Data

The decimal places for the horizontal data shall carry 4 places after the second in the Geographic coordinate system (eg. LAT:

N121deg. 12min. 34.2454sec. & LONG: W121deg. 34min.

13.3454sec.). The decimal places for the vertical data shall be 2 places after the foot (eg. ELEV: 124.34 feet).

E. Quality Assurance

The Contractor shall leave all survey hubs in place until work has been verified. The Contractor shall provide a copy of survey notes that includes layouts of the survey, horizontal and vertical control points that were used and final locations of the survey including elevations. Provide the Geographic coordinates (latitude, longitude and elevation) where indicated on the project drawings. The latitude and the longitude must be based on North American Datum (NAD) 83 and the elevation must be based on North American Vertical Datum (NAVD) 88. The data provided must be in compliance with FAA AC 150/5300-16 and and FAA AC 150/5300-18 and changes if made and the following statement must be included in all survey documents "I hereby certify the data provided has been surveyed and/or prepared by me or under my direction, and is in compliance with FAA AC 150/5300-16 and and FAA AC 150/5300-18 "

The Contractor shall be responsible for checking the data furnished by the License Land Surveyor. The runway end data can be easily verified at the following website:

http://www.ngs.noaa.gov/AERO/UDDFdat.htm. The Contractor must report any discrepancies to the FAA Engineer.

-- End of Section --

SECTION 01 11 00 Page 26

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

09/03

PART 1 GENERAL

1.01 SUMMARY

1.02 SUBMITTALS

1.03 CONSTRUCTION SCHEDULE

A. Deviation from Work Schedule B. Daily Construction Log C. Badging Requirements

1.04 ELECTRONIC COMMUNICATION

PART 2 PRODUCTS

PART 3 EXECUTION

3.01 GENERAL QUALITY CONTROL REQUIREMENTS

3.02 COORDINATION MEETING

3.03 QUALITY CONTROL

A. Special Quality Assurance and Inspection

3.04 TESTS

A. Testing Procedure B. Testing Laboratories

1. Capability Check

2. Capability Recheck C. Onsite Laboratory D. Furnishing or Transportation of Samples for Testing

3.05 COMPLETION INSPECTION

A. Pre-CAI Inspection B. Contractor's Acceptance Inspection (CAI)

3.06 DOCUMENTATION

3.07 NOTIFICATION OF NONCOMPLIANCE

-- End of Section Table of Contents --

SECTION 01 30 00 Page 27

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

09/03

PART 1 GENERAL

1.01 SUMMARY

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

1.02 SUBMITTALS

The contractor shall submit for approval; catalog data, cut-sheets, samples, and any other relevant information on the contractor furnished material to be used on this project. Two copies of the submittal package shall be given to the FAA Engineer for approval.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated.

Generally, government approval is not required for submittals with a "S" designation; these submittals are usually required by the Airport Sponsor or some other interested party that has authority to review, comment, and/or approve submittal before the Contractor may take action associated with subject of the submittal.

Coordinate with the FAA Engineer within 14 days after contract award to agree to the use of a standard transmittal form and submission process using some form of ball in court method. This agreement should also cover a submittal schedule and typical review and comment period durations.

SD-01 Preconstruction Submittals

Proof of Badging; G A copy of the badges must be submitted 30 days prior to Notice to Proceed.

Construction Schedule; G

There is a copy of the Submittal Registry for the contractor's convenience.

1.03 CONSTRUCTION SCHEDULE

Construction work for this project will be taking place during and around critical operational periods at the Airport. Scheduling and sequencing is extremely important so as not to interfere with Airport and Facility operations. The contractor shall submit a detailed work schedule to the FAA Engineer for approval prior to commencement of project work onsite.

See Section 01 11 00 SUMMARY OF WORK for the maximum time allowed to complete this project. The schedule shall show start dates, duration, SECTION 01 30 00 Page 28 and finish dates for each work activity. Activities shall include, but are not limited to expect start times and maximum durations for each phase are also shown in Section 01 11 00 SUMMARY OF WORK.

A. Deviation from Work Schedule

The Airport Manager and the FAA Engineer reserve the right to suspend or stop construction as necessary for the safety of aircraft or airport property. In addition, the FAA may adjust the work hours to satisfy the facility operations.

B. Daily Construction Log

The Contractor shall keep a Daily Construction Log. At a minimum, the daily log shall document as a record the following:

1. Items accomplished for the work day.

2. Start and stop time of work.

3. Name of workers (including sub-contractors), and hours they worked for that day.

4. Weather (including sky, ground moisture conditions, and temperature).

5. Products and materials received.

6. Documental photographs showing the progress of work, and as required.

The Daily Construction Logs shall be turned over to the FAA Engineer on a weekly basis.

C. Badging Requirements

The Contractor shall include the badging process in the overall schedule and shall provide a copy of the badges must be submitted 30 days prior to Notice to Proceed. This shows the proof of badging.

1.04 ELECTRONIC COMMUNICATION

The Contractor shall establish and maintain electronic mail (e-mail) address for project related communications with the capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. The Contracting Officer / FAA Engineer will use this email for sharing communications related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The FAA Engineer may also use email to notify the Contractor of changes to access conditions such as an emergency condition.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s).

PART 2 PRODUCTS

Not Used.

SECTION 01 30 00 Page 29

PART 3 EXECUTION

3.01 GENERAL QUALITY CONTROL REQUIREMENTS

The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause 3.10.4-10 Inspection of Construction (September 2009). The quality control system shall consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The site project superintendent will be held responsible for the quality of work on the job.

3.02 COORDINATION MEETING

During the preconstruction conference, a frequency of coordination meetings shall be scheduled between the Contractor, the FAA Engineer and Other Interested Representatives to discuss on various construction activities including reconfirmation of mutual understandings and/or to address deficiencies in the contract or procedures which may require corrective action by the Parties represented at the meeting.

3.03 QUALITY CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract.

Prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. The following activities should be included in the Quality Control Plan:

a. A review of the contract drawings and specifications.

b. A check to assure that all materials and/or equipment have been tested, submitted, and approved.

c. Review of provisions that have been made to provide required control inspection and testing.

d. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

e. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

f. A review of the appropriate activity hazard analysis to assure safety requirements are met.

g. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

h. A check of work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

SECTION 01 30 00 Page 30

i. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing.

k. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards.

l. Resolve all differences.

m. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

n. Repeat activities above for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

A. Special Quality Assurance and Inspection

No Work shall be backfilled, buried, cast in concrete, hidden or otherwise covered until it has been inspected by the Inspector and other Agencies for which a permit is required. The Contractor shall notify the Inspector before noon of the working day before inspection is required. Tenant Inspection number to be furnished at the time of construction. The Contractor shall provide project title, inspector name, time inspection desired, work location and description of work to be inspected. Should the Contractor attempt to cover or conceal any item of Work prior to its approval and acceptance, the Inspector may cause the activity to be stopped and require said Work to be exposed, if determined necessary by the Inspector, so that proper inspection may take place. All costs for exposing such Work, including premium costs resulting from alternate means of inspection, time delays, and impacts resulting on other portions of the Work, shall be borne by the Contractor. All costs of such delays, including its effect upon other portions of the Work, shall be borne by the Contractor. Where Work that was done without inspection cannot be uncovered, such as in concrete cast over reinforcing steel, all such Work shall be subject to demolition, removal, and reconstruction under proper inspection at the expense of the Contractor.

3.04 TESTS

A. Testing Procedure

The Contractor shall perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. The Contractor shall perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

SECTION 01 30 00 Page 31

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Results of all tests taken, both passing and failing tests, shall be recorded. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test shall be given. If approved by the Contracting Officer, actual test reports may be submitted later with a reference to the test number and date taken.

Failure to submit timely test reports as stated may result in nonpayment for related work performed and disapproval of the test facility for this contract.

B. Testing Laboratories

1. Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel shall meet criteria detailed in ASTM D 3740 and ASTM E 329.

2. Capability Recheck

If the selected laboratory fails the capability check, the Contractor will reimburse, in full, the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the contract amount due the Contractor.

C. Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

D. Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials shall be borne by the Contractor.

3.05 COMPLETION INSPECTION

A. Pre-CAI Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Punch List may be developed as a result of this inspection. Items noted on the inspection shall be corrected in a timely manner. These inspections and any deficiency

SECTION 01 30 00 Page 32 corrections required by this paragraph shall be accomplished within the time slated for completion of the entire work.

B. Contractor's Acceptance Inspection (CAI)

The Contractor's superintendent or other primary management person and the FAA Engineer shall be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from local FAA personnel may also be in attendance. The final acceptance inspection will be formally scheduled by the FAA Engineer based upon results of the Pre-Final inspection.

Notice shall be given to the Contracting Officer at least prior to the final acceptance inspection any specific items previously identified to the Contractor as being unacceptable, that the Contractor does not intend on completing. The Contracting Officer will respond as appropriate within 7 days, otherwise all remaining work performed under the contract, will be complete and acceptable by the date scheduled for the final acceptance inspection.

3.06 DOCUMENTATION

The Contractor shall maintain current records providing factual evidence that required quality control activities and/or tests have been performed.

These records shall indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays…