4._Atch_1_Specifications.pdf

MAINTENANCE & REPAIR

ROAD / AIRFIELD PAVEMENTS (IDIQ)

DATE: 28 Sep 2015

CONTRACT SPECIFICATION

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEERING

YOKOTA AIR BASE, JAPAN

Maintenance & Repair Road/Airfield Pavements (IDIQ) FA5209-16-R-0008

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 40 00.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 11.52 RUNWAY RUBBER REMOVAL

32 01 13 BITUMINOUS SEAL AND FOG COATS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 26.71 GROOVING FOR AIRFIELD PAVEMENTS

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 15 13 HOT-MIX ASPHALT AIRFIELD PAVIG

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

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

PROJECT TABLE OF CONTENTS Page 2

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

-- End of Project Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SECTION INCLUDES

This section includes the entire general work site and base requirements and a brief work scope.

1.2 Project Description

The work includes maintenance and repair of road & airfield pavements and incidental related work.

1.3 Location

The work shall be located at Yokota Air Base (Fussa-shi, Tokyo), Tama Service Annex(Inagi-shi, Tama-shi, Tokyo), Tokorozawa Transmitter Site(Tokorozawa-shi, Saitama), Owada Communication Station(Niiza-shi, Saitama), Momote Annex(Wako-shi, Saitama), Fuchu Communication Station(Fuchu-shi, Tokyo), and Yuki Radio Relay Site (Hachioji-shi, Tokyo).

The exact location will be shown by the Contracting Officer.

1.4 STANDARD

All standard referenced on this project shall be latest edition at the time awarded.

1.5 WORK SCOPE

Furnish all parts, labor, materials, tools and equipment, transportation, supervision and all operations identified in these specifications for this project.

1.6 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Civil Engineering Works Execution Managing Engineer (Doboku-Sekokanrigishi, class1); G

Pavements Works Execution Managing Engineer (Hosou-Sekokanrigishi, class1); G

Piping Works Execution Managing Engineer (Kankoji-Sekokanrigishi, class1); G

1.7 Work Schedule

The Contractor will submit Established Phasing Plan as soon as possible

SECTION 01 11 00 Page 2 after issuance of each task order. At least 45 days coordination period for airfield construction waiver are considered. The Established Phasing Plan includes date, location, working time and other related information.

The Contractor must insure debris, waste, and by-products are removed in time for aircraft operations to resume, promptly, at 0600 each morning (The work within 200 feet from the runway edge only).

1.8 GENERAL INFORMATION

Availability of Work Site: The area on the runway and within 200 feet from the runway edge will be made available to the contractor either during the quiet hours or during the established runway closure as described herein.

Other areas within the taxiway, aprons and others will also be made available to the contractor during regular hours as described herein. Work not performed in these hours or extension to these hours shall be requested in writing at least 45 days in advance.

Regular Hours: 0730 to 1700 hours, Monday through Friday, including Japanese but excluding US legal holidays.

Quiet Hours: 2200 to 0600 hours, Monday through Sunday, including Japanese but excluding US legal holidays.

Established Runway Closures: 1200 to 1700 hours, third Monday of each month.

1.9 Holidays

Recognized US legal holidays are listed below:

January 1 - New Year's Day.

January 3rd Monday - Martin Luther Kings Jr. Birthday.

February, 3rd Monday - President's Day.

May, last Monday - Memorial Day.

July 4 - Independence Day.

September, 1st Monday - Labor Day.

October, 2nd Monday - Columbus Day.

November 11 - Veteran's Day.

November, 4th Thursday - Thanksgiving Day.

December 25 - Christmas Day.

Holidays falling on a Saturday will be observed on the preceding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

1.10 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.

Perform work to minimize occupant inconvenience. The Contractor shall provide 21 days advance notification to the Contractiong Officer prior to any on-site construction for occupied or unoccupied areas requiring road closures/utility outages. All other unoccupied work sites require minimum 7 days advance notice.

SECTION 01 11 00 Page 3

1.11 Weekend Work

Do not perform weekend work, which would cover, enclose or otherwise hide substrates or construction requiring Contractiong Officer inspection.

Submit weekend work requests at least the Wednesday before the desired weekend work day.

1.12 Utility Outages

Provide at least 21 calendar days advance notice of planned utility outages including fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Contracting Officer approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-7290/7125) coordination.

1.13 Barricades & Warning Signs

Prominently post bilingual (English & Japanese) "OFF LIMITS", "WET PAINT" and "NO SMOKING" signs, as applicable, at all entrances to the job site.

Stencil (paint) the black lettering in all capital letters on either 1'-0" x 2'-0" or 2'-0" x 3'-0" sheet metal or plywood signs. The Contractor shall protect open excavations with heavy-weight metal barricades or orange traffic cones weighted down with sandbags and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected areas have been inspected and accepted as directed by the Contracting Officer.

1.14 Utilities

The US Government will furnish water & electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility Service (Apr 1984).

1.15 Material Disposal

Remove and dispose of all construction debris off base daily in accordance with Japanese laws. The Contractor shall make every effort to recycle waste material.

1.16 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

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

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.

1.17 Final Inspection

Schedule final inspections between 0800 and 1500, Monday through Friday, excluding US legal holidays. The government will perform the inspection

SECTION 01 11 00 Page 4 within 72 hours after contractor initiates the final inspection request.

Final inspections falling on weekends or US legal holidays will be postponed to the following work day. Postponements will not be considered part of the performance period.

1.18 PERFORMANCE REQUIREMENTS

Identification Flag: Identify all vehicles it operates in landing area by means of a flag on a staff attached to, and flying above, the vehicle. The flag shall be three feet square, and consist of a checked pattern of international orange and white squares of 1 foot on each side. The Contractor will furnish identification flags by their expense.

Excavation Permit: Obtain a work clearance request (AF Form 103) from the Construction Inspector before any site work, especially excavation, begins. Areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas. Hand excavate within 3 feet of all identified existing utility lines.

Traffic Access: Maintain at least one open lane throughout all road work.

Always provide at least one flag person when a two-way traffic is reduced to a single lane.

1.19 INSTALLATION SAFETY & FIRE REGULATIONS

The prime contractor is responsible for understanding and insuring subcontractor compliance with the following

EM 385-1-1, (1996) U.S. Army Corps of Engineers Safety and Health Requirements Manual

Fire Safety: If a facility is unoccupied, maintain the fire detection and automatic suppression system service throughout construction.

Welding Safety: If the automatic fire suppression system is disconnected, post a 24-hour fire guard in the facility during welding/cutting or open flame operations. Submit the work schedule through the Contracting Officer to the base fire department.

1.20 AIRFIELD SAFETY REGULATIONS

Based on the Established Phasing Plan, the Contractor shall submit a work progress schedule to the Contracting officer a minimum of 21 calendar days before start of work. The Contractor's work progress schedule shall identify the area to be worked during each phase. The Contracting Officer will coordinate availability of the work area with the base operations officer (374OSS/OSAM) for approval of the work schedule.

Prior to commencement of work each day, the Contractor shall coordinate with the Contracting Officer for his/her work or entry onto the airfield.

The Contracting Officer will coordinate with Airfield Management through Airfield Management Operations and ensure the area under contract and sufficient access routing are made available to the Contractor. Contractor personnel shall comply with the check in/out procedures set forth by the chief, Airfield Management for any project to be performed on or directly adjacent to airfield areas. Contractor personnel shall stop by Airfield Management Operations, Building 703, 1st Floor, room 112, prior to start of work each day and at the close of work each day.

SECTION 01 11 00 Page 5

Access route to work areas shall be coordinated with the Contracting Officer. Travel will be on hard surface only, except in emergencies.

Contractor vehicles requiring airfield access must display the appropriate airdrome decal in accordance with 374AWI 24-301(26 September 2002). To eliminate delays, decal requests must be submitted in writing, to 374OSS/OSAM, at least five (5) working days prior to the date access is required. Contractor personnel requiring access to restricted airfield areas must coordinate through 374OSS/OSAM daily to obtain radio and any special instructions, pertaining to airfield operations, for that particular day of work. These requests should also be submitted in writing at least five (5) working days prior to work start to allow sufficient coordination and processing time. During the construction, the Contractor has to have a radio at job site to be informed emergency aircraft operation by 374OSS/OSAM. Contractor vehicle with airdrome decals shall be kept at a minimum. All airdrome decals issued to the Contractor must be returned to 374OSS/OSAM upon job completion.

Prior to commencement of any work on or near the airfield, the Contractor as well as his/her employees shall receive the Airfield Drivers Training to be conducted by the Airfield Management, 374OSS/OSAM. The date and time of the training will be coordinated by the instructors with the Contractor through the Contracting Officer. Subsequently, using the "Contractors Flight Line Drivers Guide" pamphlet furnished in the course of the Airfield Management's training. The Contractor shall ensure that training is given to all his/her own vehicle operators including those of any and all his/her subcontractors and suppliers and that all vehicles are operated by or accompanied by properly trained individuals.

The Contractor shall take all necessary action to prevent introduction of foreign objects, trash, mud and wind blown debris into the airfield area.

Hauling trucks shall be provided with suitable covers satisfactory to Contracting Officer to prevent escape of materials being hauled.

PART 2 PRODUCTS

2.1 GENERAL

Do not use materials containing asbestos in the project.

Do not use materials containing lead-based paint greater than 0.06 percent lead by weight in the project.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

List of proposed Subcontractors List of proposed products Construction Progress Schedule Submittal register Work plan Quality Control(QC) plan Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

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

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

SECTION 01 33 00 Page 2

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

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

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

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

SECTION 01 33 00 Page 3

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 PREPARATION

1.4.1 Transmittal Form

1.5 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.5.1 Considering Variations

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

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.5.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 4

1.5.3 Warranting That Variations Are Compatible

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

1.5.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 14 working days will be allowed for consideration by the Government of submittals with variations.

1.6 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

1.6.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.Column

(i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.6.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to

SECTION 01 33 00 Page 5

QC.Column (l) List date of submittal transmission.Column (q) List date approval received.

1.6.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.Column

(q) List date returned to Contractor.

1.6.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.8 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

SECTION 01 33 00 Page 6

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. one copy of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.9 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.10 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.11 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to

SECTION 01 33 00 Page 7 meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 35 13 Page 1

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

07/06

1.1 REFERENCES

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

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5300-13 (2009; Basic; Change 15) Airport Design

1.2 DEFINITIONS

1.2.1 Landing Areas

"Landing Areas" means:

a. The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral safety zones. The length of each primary surface is the same as the runway length. The width of each primary surface is 609.6 meters ( 304.8 meters on each side of the runway centerline).

b. The "clear zone" beyond the ends of each runway is the extension of the primary surface for a distance of 304.8 meters beyond each end of each runway.

c. All taxiways, plus the lateral clearance zones along each side for the length of the taxiways (the outer edge of each lateral clearance zone is laterally 76.2 meters from the far or opposite edge of the taxiway (example: a 22.86 metertaxiway must have a combined width and lateral clearance zone of 129.54 meters.)

d. All aircraft parking aprons, plus the area 38.1 meters in width extending beyond each edge all around the aprons.

1.2.2 Safety Precaution Areas

“Safety Precaution Areas” means those portions of approach-departure clearance zones and transitional zones where placement of objects incident to contract performance might result in vertical projections at or above the approach-departure clearance, or the transitional surface.

a. The “approach-departure clearance surface” is an extension of the primary surface and the clear zone at each end of each runway, for a distance of 15240 meters, first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.

(1) The inclined plane (glide angle) begins in the clear zone 61 meters past the end of the runway (and primary surface) at the same elevation as the end of the runway. It continues upward at a

SECTION 01 35 13 Page 2 slope of 50:1 ( 0.305 meters vertically for each 15.24 meters horizontally) to an elevation of 152.4 meters above the established airfield elevation. At that point the plane becomes horizontal, continuing at that same uniform elevation to a point 15240 meters longitudinally from the beginning of the inclined plane (glide angle) and ending there.

(2) The width of the surface at the beginning of the inclined plane

(glide angle) is the same as the width of the clear zone. It then flares uniformly, reaching the maximum width of 4876.8 metersat the end.

b. The “approach-departure clearance zone” is the ground area under the approach-departure clearance surface.

c. The “transitional surface” is a sideways extension of all primary surfaces, clear zones, and approach-departure clearance surfaces along inclined planes.

(1) The inclined plane in each case begins at the edge of the surface.

(2) The slope of the incline plane is 7:1 ( .305 meters vertically for each 2.13 meters horizontally). It continues to the point of intersection with the:

(a) Inner horizontal surface (which is the horizontal plane 45.72 meters above the established airfield elevation); or

(b) Outer horizontal surface (which is the horizontal plane 152.4 meters above the established airfield elevation), whichever is applicable.

d. The “transitional zone” is the ground area under the transitional surface. (It adjoins the primary surface, clear zone, and approach-departure clearance zone.)

1.3 SUBMITTALS

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

Construction Operations Plan; G Safety Plan; G Schedule of Work; G

PART 2 PRODUCTS: Not used

PART 3 EXECUTION

3.1 HAZARDS TO AIRFIELD OPERATION

In addition to "DFARS 252.236-7005, Airfield Safety Precautions," the following paragraphs apply.

SECTION 01 35 13 Page 3

3.1.1 Work in Proximity to Landing Areas

Place nothing upon the landing area or applicable portions of safety precaution areas without authority of the Contracting Officer.

Use of landing areas for purposes other than aircraft operation,is prohibited without permission of the Contracting Officer, and the landing area is closed by order of the Contracting Officer and marked as indicated herein.

Accomplish all construction work on the runways, taxiways, and parking aprons and in the end zones of the runways and 23 m to each side of the runways and taxiways or the landing strip, 23 m to each side thereof, and on the taxiways and parking aprons with extreme care regarding the operation of aircraft. Cooperate closely, and coordinate with the Operations Officer and the Contracting Officer. Park equipment in an area designated by the Contracting Officer. Parking of equipment, vehicles, or any type of storage overnight or for any extended period of time in the proximity of the landing areas or taxiways is strictly prohibited. Leave no material in areas where extreme care is to be taken regarding the operation of aircraft.

During periods of active performance of work on the airfield by the Contractor, govern all operations of mobile equipment per the safety provisions.

3.1.2 Schedule of Work/Aircraft Operating Schedules

Schedule work to conform to aircraft operating schedules. The Government will exert every effort to schedule aircraft operations so as to permit the maximum amount of time for the Contractor's activities; however, in the event of emergency, intense operational demands, adverse wind conditions, and other such unforeseen difficulties, the Contractor must cease operations at the specified locations in the aircraft operational area for the safety of the Contractor and military personnel and Government property. Submit a schedule of the work to the Contracting Officer describing the work to be accomplished; the location of the work, noting distances from the ends of landing areas, taxiways and buildings and other structures as necessary; and dates and hours during which the work is to be accomplished. Keep the approved schedule of work current, and notify the Contracting Officer of any changes prior to beginning each day's work.

Prior to commencement of work, submit the following to the Contracting Officer :

Construction Operations Plan Safety Plan

Where flying is controlled, additional permission must be obtained from the control tower operator to enter a landing area unless such area is marked as hazardous to aircraft.

3.1.3 Daytime Markings

During daylight, mark stationary and mobile equipment with international orange and white checkered flags, mark the material, and work with yellow flags.

Vehicles operating in the landing area, must be identified by means of a

SECTION 01 35 13 Page 4 flag on a staff attached to and flying above the vehicle. Flag size must be not less than 1 meter square and consist of a checkered pattern of international orange and white squares not less than 300 millimeter on each side. Flags varying in any dimension by not more than 10 percent of the specified dimensions are considered to comply with the stated requirements.

3.1.4 Nighttime Markings

During nighttime, which begins 2 hours before sundown and ends 2 hours after sunrise, mark stationary and mobile equipment and material, and work with red lanterns or battery-operated, low-intensity, red flasher lights.

Where the Operations Officer determines that the red lanterns or red flasher lights may confuse pilots approaching for landings, the Operations Officer may direct that the red lanterns or red flasher lights be left off or that the color of the globes or lights be changed.

Light construction and installation must comply with FAA AC 70/7460-1.

Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.1.5 Excavation

Open only those trenches for which material is on hand and ready for placing therein. As soon as possible after the material has been placed and work approved, backfill and compact the trenches as specified.

Maintain landing areas at all times free from hazards, holes, material piles, or projecting shoulders that might damage tires or landing gear.

Paved surfaces must be kept clean at all times and free from small stones or other objects which could cause damage to propellers, craft, and personnel.

3.1.6 Contractor Safety Precautions

The Contractor is advised that aircraft operations will produce extremely high noise levels and will induce vibrations in pavements, structures, and equipment in the vicinity, and may result in high velocity flying debris in the area. The Contractor is responsible for providing all necessary protective eye and ear gear and other safety devices for his personnel, for insuring protection of his equipment, and for scheduling the work to eliminate hazards to his personnel and equipment and to prevent damage to work performed by him.

Boundary areas for hazardous work locations and restrictions are defined in FAA AC 150/5300-13. Construction activity within the limits of the boundary areas without approval of the Contracting Officer is prohibited.

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 30 meter above ground level.

3.1.7 Radio Contact

Provide necessary battery powered portable radios, including one radio for the tower. During work within the landing area, have an operator (who speaks fluent English) available for radio contact with the tower at all times. Radio frequency must be approved by the tower.

SECTION 01 35 13 Page 5

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

1.1 REFERENCES

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

1.2 ORDERING INFORMATION

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI 48331 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

ACOUSTICAL SOCIETY OF AMERICA (ASA)

2 Huntington Quadrangle, Suite 1NO1 Melville, NY 11747-4502 Ph: 516-576-2360 Fax: 516-576-2377 E-mail: asa@aip.org Internet: http://asa.aip.org

AIR CONDITIONING CONTRACTORS OF AMERICA (ACCA)

2800 Shirlington Road, Suite 300 Arlington, VA 22206 Ph: 703-575-4477 Fax: 703-575-4449 E-mail: info@acca.org Internet: http://www.acca.org

AIR DIFFUSION COUNCIL (ADC)

1901 N. Roselle Road, suite 800 Schaumburg, IL 60195 Ph: 847-706-6750 Fax: 847-706-6751 E-mail: info@flexibleduct.org

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Internet: http://www.flexibleduct.org

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

30 West University Drive Arlington Heights, IL 60004-1893 Ph: 847-394-0150 Fax: 847-253-0088 E-mail: amca@amca.org Internet: http://www.amca.org

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

2111 Wilson Blvd, Suite 500 Arlington, VA 22201 Ph: 703-524-8800 Fax: 703-528-3816 E-mail: fdietz@ahrinet.org Internet: http://www.ahrinet.org

ALLIANCE FOR TELECOMMUNICATIONS INDUSTRY SOLUTIONS (ATIS)

1200 G Street, NW, Suite 500 Washington, D.C. 20005 Ph: 202-628-6380 Fax: 202-393-5453 E-mail: doccenter@atis.org Internet: http://www.atis.org

ALUMINUM ASSOCIATION (AA)

National Headquarters 1525 Wilson Boulevard, Suite 600 Arlington, VA 22209 Ph: 703-358-2960 Fax: 703-358-2961 Internet: http://www.aluminum.org

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square Suite 550 Schaumburg, IL 60173-5774 Ph: 847-303-5664 Fax: 847-303-5774 E-mail: webmaster@aamanet.org Internet: http://www.aamanet.org

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

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

AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

1 Davis Drive P.O. Box 12215 Research Triangle Park, NC 27709 Ph: 919-549-8141 Fax: 919-549-8933 E-mail: leonardc@aatcc.org

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Internet: http://www.aatcc.org

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

2025 M Street, NW, Suite 800 Washington, DC 20036 Ph: 202-367-1155 Fax: 202-367-2155 E-mail: info@americanbearings.org Internet: http://www.abma-dc.org

AMERICAN BOILER MANUFACTURERS ASSOCIATION (ABMA)

8221 Old Courthouse Road Suite 207 Vienna, VA 22182 Ph: 703-356-7171 Fax: 703-356-4543 Internet: http://www.abma.com

AMERICAN BUREAU OF SHIPPING (ABS)

16855 Northcase Drive Houston, TX 77060 USA Ph: 1-282-877-5800 Internet: http://www.eagle.org

AMERICAN CONCRETE PIPE ASSOCIATION (ACPA)

1303 W. Walnut Hill Lane, Suite 305 Irving, TX 75038-3008 Ph: 972-506-7216 Fax: 972-506-7682 E-mail: info@concrete-pipe.org Internet: http://www.concrete-pipe.org

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)

1330 Kemper Meadow Drive Cincinnati, OH 45240 Ph: 513-742-2020 or 513-742-6163 Fax: 513-742-3355 E-mail: mail@acgih.org Internet: http://www.acgih.org

AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)

American Wood Council ATTN: Publications Department 1111 Nineteenth Street NW, Suite 800 Washington, DC 20036 Ph: 800-890-7732 or 202-463-2766 Fax: 202-463-2791 E-mail: awcpubs@afandpa.org Internet: http://www.awc.org/

AMERICAN GAS ASSOCIATION (AGA)

400 North Capitol Street N.W.

Suite 450 Washington, D.C. 20001 Ph: 202-824-7000 Fax: 202-824-7115 E-mail: website@aga.org Internet: http://www.aga.org

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AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)

500 Montgomery Street, Suite 350 Alexandria, VA 22314-1581 Ph: 703-684-0211 Fax: 703-684-0242 E-mail: websiter@agma.org Internet: http://www.agma.org

AMERICAN HARDBOARD ASSOCIATION (AHA)

1210 West Northwest Highway Palatine, IL 60067 Ph: 847-934-8800 Fax: 847-934-8803 E-mail: aha@hardboard.org Internet: http://www.hardboard.org

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

2700 Prosperity Ave., Suite 250 Fairfax, VA 22031 Tel: 703-849-8888 Fax: 703-207-3561 E-mail: infonet@aiha.org Internet http://www.aiha.org

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive, Suite 700 Chicago, IL 60601-1802 Ph: 312-670-2400 Fax: 312-670-5403 Publications: 800-644-2400 E-mail: pubs@aisc.org Internet: http://www.aisc.org

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)

7012 South Revere Parkway, Suite 140 Centennial, CO 80112 Ph: 303-792-9559 Fax: 303-792-0669 E-mail: info@aitc-glulam.org Internet: http://www.aitc-glulam.org

AMERICAN IRON AND STEEL INSTITUTE (AISI)

1140 Connecticut Avenue, NW, Suite 705 Washington, DC 20036 Ph: 202-452-7100 Fax: 202-463-6577 E-mail: webmaster@steel.org Internet: http://www.steel.org

AMERICAN LADDER INSTITUTE (ALI/LADDER)

410 North Michigan Avenue Chicago, IL 60611 Tel: 312-644-6610 Fax: 312-673-6929 E-mail: jrapp@smithbucklin.com Internet: http://www.americanladderinstitute.org

AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

P.O. Box 210

SECTION 01 42 00 Page 5

Germantown, MD 20875-0210 Ph: 301-972-1700 Fax: 301-540-8004 E-mail: alsc@alsc.org Internet: http://www.alsc.org

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1819 L Street, NW, 6th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: info@ansi.org Internet: http://www.ansi.org/

AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA)

1000 Vermont Ave NW Suite 300 Washington, DC 20005 Ph: 202-789-2900 Fax: 202-789-1893 E-mail: aflynn@anla.org Internet: http://www.anla.org

AMERICAN PETROLEUM INSTITUTE (API)

1220 L Street, NW Washington, DC 20005-4070 Ph: 303-397-7993 Fax: 303-397-2740 E-mail: greg.kallio@ihs.com Internet: http://www.api.org

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

(AREMA)

10003 Derekwood Lane, Suite 210 Lanham, MD 20706 Ph: 301-459-3200 Fax: 301-459-8077 Internet: http://www.arema.org

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

1711 Arlingate Lane P.O. Box 28518 Columbus, OH 43228-0518 Ph: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: webmaster@asnt.org Internet: http://www.asnt.org

AMERICAN SOCIETY FOR QUALITY (ASQ)

600 North Plankinton Avenue Milwaukee, WI 53203 -or- P.O. Box 3005 Milwaukee, WI 53201-3005 Ph: 800-935-2231; 414-272-8575 Fax: 414-272-1734 E-mail: help@asq.org Internet: http://www.asq.org

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AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191-4400 Ph: 703-295-6300 - 800-548-2723 Fax: 703-295-6333 E-mail: member@asce.org Internet: http://www.asce.org

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: http://www.ashrae.org

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street Des Plaines, IL 60018-2187 Ph: 847-699-2929 Fax: 847-768-3434 E-mail: customerservice@asse.org Internet: http://www.asse.org

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

901 Canterbury, Suite A Westlake, OH 44145 Ph: 440-835-3040 Fax: 440-835-3488 E-mail: info@asse-plumbing.org Internet: http://www.asse-plumbing.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

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

AMERICAN WELDING SOCIETY (AWS)

550 N.W. LeJeune Road Miami, FL 33126 Ph: 800-443-9353 - 305-443-9353 Fax: 305-443-7559 E-mail: info@aws.org or customerservice@awspubs.com Internet: http://www.aws.org

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

P.O. Box 361784 Birmingham, AL 35236-1784 Ph: 205-733-4077 Fax: 205-733-4075 E-mail: email@awpa.com Internet: http://www.awpa.com

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

7011 South 19th St.

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Tacoma, WA 98466-5333 Ph: 253-565-6600 Fax: 253-565-7265 E-mail: help@apawood.org Internet: http://www.apawood.org

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165 Ph: 571-323-3636 Fax: 571-323-3630 E-mail: info@awinet.org Internet: http://www.awinet.org

ARCNET TRADE ASSOCIATION (ATA)

E-M-mail: info@arcnet.com Internet: http://www.arcnet.com/index.htm</URL

ASM INTERNATIONAL (ASM)

9639 Kinsman Road Materials Park, OH 44073-0002 Ph: 440-338-5151 Fax: 440-338-4634 E-mail: memberservicecenter@asminternational.org Internet:

http://asmcommunity.asminternational.org/portal/site/www/Home/

ASME INTERNATIONAL (ASME)

Three Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-854-7179 or 800-843-2763 Fax: 212-591-7674 E-mail: infocentral@asme.org Internet: http://www.asme.org

ASPHALT INSTITUTE (AI)

Research Park Drive P.O. Box 14052 Lexington, KY 40512-4052 Ph: 859-288-4960 Fax: 859-288-4999 E-mail: info@asphaltinstitute.org Internet: http://www.asphaltinstitute.org

ASPHALT ROOFING MANUFACTURER'S ASSOCIATION (ARMA)

529 14th Street, NW Washington D.C. 20045 Ph: 202-207-0917 Fax: 202-223-9741 Internet: http://www.asphaltroofing.org

ASSOCIATED AIR BALANCE COUNCIL (AABC)

1518 K Street, NW Washington, DC 20005 Ph: 202-737-0202 Fax: 202-638-4833 E-mail: info@aabc.com Internet: http://www.aabchq.com

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ASSOCIATION FOR THE ADVANCEMENT OF MEDICAL INSTRUMENTATION (AAMI)

4301 N. Fairfax Drive, Suite 301 Arlington, VA 22203-1633 Ph: 800-332-2264 or 703-525-4890 Fax: 703-276-0793 E-mail: customerservice@aami.org Internet: http://www.aami.org

ASSOCIATION FOR IRON AND STEEL TECHNOLOGY (AIST)

186 Thorn Hill Road Warrendale, PA 15086-7528 Ph: 724-814-3000 Fax: 724-814-3001 E-Mail: info@aist.org Internet: http://www.aistech.org

ASSOCIATION OF EDISON ILLUMINATING COMPANIES (AEIC)

600 North 18th Street P.O. Box 2641 Birmingham, AL 35291 Ph: 205-257-2530 Fax: 205-257-2540 E-Mail: aeicdir@bellsouth.net Internet: http://www.aeic.org

ASSOCIATION OF HOME APPLIANCE MANUFACTURERS (AHAM)

1111 19th Street NW, Suite 402 Washington, DC 20036 Ph: 202-872-5955 Fax: 202-872-9354 E-mail: info@aham.org Internet: http://www.aham.org

ASSOCIATION OF POOL & SPA PROFESSIONALS (APSP)

2111 Eisenhower Avenue, Suite 500 Alexandria, VA 22314-4695 Ph: 703-838-0083 Fax: 703-549-0493 E-mail: memberservices@apsp.org http://www.apsp.org

ASSOCIATION OF THE WALL AND CEILING INDUSTRIES - INTERNATIONAL

(AWCI)

513 West Broad Street, Suite 210 Falls Church, VA 22046 Ph: 703-534-8300 Fax: 703-534-8307 E-mail: info@awci.org Internet: http://www.awci.org

ASTM INTERNATIONAL (ASTM)

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

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BAY AREA AIR QUALITY MANAGEMENT DISTRICT (Bay Area AQMD) 939 Ellis Street San Francisco, CA 94109 Ph: 415-771-6000 Fax: 415-928-8560 E-Mail: publicrecords@baaqmd.gov Internet: http://www.baaqmd.gov/

BAY AREA AIR RESOURCES BOARD (BAARB)

Address and contact information unavailable.

BIFMA INTERNATIONAL (BIFMA)

678 Front Ave. NW, Suite 150 Grand Rapids, MI 49504-5368 Ph: 616-285-3963 Fax: 616-285-3765 E-mail: email@bifma.org Internet: http://www.bifma.org

BIOCYCLE, JOURNAL OF COMPOSTING AND RECYCLING (BIOCYCLE)

The JG Press Inc.

419 State Avenue Emmaus, PA 18049 Ph: 610-967-4135, Ext. 22 E-mail: biocycle@jgpress.com Internet: http://www.biocycle.net

BRICK INDUSTRY ASSOCIATION…