Attach 3 Specifications.pdf

TECHNICAL SPECIFICATIONS

FOR

PROJECT 1093925 – REPAIR (R&M) AIRFIELD MARKINGS

DATE: FEBURARY 2020

MCCONNELL AIR FORCE BASE WICHITA, KANSAS 67221-3617

TECHNICAL SPECIFICATIONS

PROJECT 1093925 REPAIR (R&M) AIRFIELD MARKINGS

TABLE OF CONTENTS

SECTION DESCRIPTION PAGES

01000 GENERAL CONDITIONS 09

02900 AIRFIELD PAINTED MARKINGS & REMOVAL OF 10

AIRFIELD PAINT

PROJECT 1093925 – REPAIR (R&M)

AIRFIELD MARKINGS 01000-1

SECTION 01000 - GENERAL CONDITIONS

PART 1 - GENERAL

1.01 SCOPE: The Contractor shall provide all labor, materials, tools, expertise, testing, surveying, equipment, reports, samples, warranties, and transportation necessary to complete the project according to the contract documents. The Contractor shall meet all applicable local, state, federal, and other jurisdictional codes in the performance of this contract.

1.02 DEFINITIONS

A. Contract documents for this project consists of plans, specifications, addenda, approved change orders, and the contract together with its attachments.

B. Code or codes referred to in these specifications shall mean all laws, ordinances, and codes by local, county, state, and federal government. The City of Wichita construction codes will be used unless superseded by more stringent, applicable criteria.

C. Contractor shall mean the company contracted with, who is responsible for the total work and completion of the project.

D. Contracting Officer's Technical Representative, Engineer, Architect, Architect-Engineer, or government does NOT signify the Contracting Officer.

E. Gender: In most cases, parties are referred to in the masculine sense, i.e., he, him or his. In all cases this may be feminine, i.e., she, her or hers.

F. Submittal: A required document submitted for government approval. This includes shop drawings, catalog cuts, samples, test results, or any other items required to be submitted by the contract documents.

1.03 MEANING AND INTENT. The drawings and specifications show the extent and locations of work to be performed under the contract. However, the Contractor shall be responsible for all critical dimensions, elevations, grades, details, and other miscellaneous items that can be verified.

The Contractor shall field verify all such items before ordering materials or performing any work.

1.04 COORDINATION AND ACCESS

A. The Contractor shall be responsible for the coordination of work performed by his employees and that of all his subcontractors. The Contractor shall inspect all surfaces prior to bid. It shall be the Contractor’s responsibility to verify all current record drawings prior to the start of any and all design and/or construction. The Contractor/design engineer shall have access to all record drawings that are available through the site development office located at building 948.

B. All operations shall be coordinated with the Contracting Officer throughout the course of this project. The Contractor shall notify the Contracting Officer before initiating any work, ordering any materials, and shall make written notification of any proposed changes of location or operations. For air traffic scheduling purposes, the Contractor shall notify the Contracting Officer and the Airfield Manager at least 5 working days before arriving with his

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equipment. All operations shall be coordinated between the contractor, the government inspector, and the Airfield Manager throughout the course of the project. The Contractor personnel shall be briefed by the Airfield Manager on airfield safety, access and other procedures, policies, etc. before work commences. The airfield pavements adjacent to work areas will be in use by aircraft during contractor operations; therefore, not all of the area included in the project will be available to the contractor at one time. One runway and access taxiway capabilities shall be operational at all times. The contractor shall exercise extreme caution during contract performance to ensure that no equipment, materials, or other items are allowed to enter areas of the airfield other than the immediate work areas.

C. Working hours for the Contractor will normally be between 7:30 AM and 4:30 PM excluding

Saturdays, Sundays, and Federal Holidays. The Contracting Officer shall be notified 3 workdays in advance if the Contractor desires to work during periods other than those mentioned above. This advanced notice will allow the Contracting Officer time to assign additional inspection forces.

D. EXCAVATION PERMIT: NOT APPLICABLE

E. TREES: NOT APPLICABLE

F. Contractor Access Routes: The access route shall be as directed by the Contracting Officer.

G. Periodic Air Force exercises may make daily entry procedures to work areas time consuming, requiring as much as an hour to gain access to a work area. In addition, all Contractor personnel may be required to leave an area and re-accomplish entry procedure. The Contractor shall not be entitled to claim compensation for such delays.

H. Contractor vehicles are subject to search prior to entering and exiting the base and while on the base. Contractor vehicles not in operation or under close supervision shall be rendered immobile by removing and securing the ignition keys or other readily reversible means.

I. To prevent entering and working in a restricted area, parts of the airfield will be closed off to the contractor. Access may be permitted with approval and coordination from the airfield manager. Parked aircraft shall be moved to accomplish work and avoid working in a restricted area. Three days notice is required to allow government to move necessary aircraft.

The contractor may have to cross restricted areas to access work areas and shall provide the Contracting Officer, an entry authority letter containing the following information as required:

1. Contractor's letterhead, Contract Number, Project Number, Task Number if appropriate, and a brief description of the scope of work and purpose for work to be performed within a restricted area, and inclusive dates of the contract or Task Order. This letter shall also include the full name, valid driver license with current address of record, and social security number of all personnel requiring entry into the restricted area.

2. Listed personnel shall have two forms of identification in their possession at all times; at least one form must contain a photograph of the individual.

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3. All vehicles required in the restricted area for the project must be listed on the letter with the vehicle color, make, year, and license plate number and state of issue (i.e. 1987 Dodge pick-up, red, CHV-870, Kansas)

J. Each vehicle must have the company logo painted each side of the vehicle. Sign lettering shall be visible and readable from 50-feet. Magnetically attached signs are not permitted.

K. The flightline or airfield area is enclosed and controlled by a perimeter fence and gates.

Gates are normally closed but can be opened with proximity cards which can be issued to contractors with authorized yellow contractor badges. Proximity cards permit authorized, unescorted access to the unrestricted areas of the flightline. Contractor personnel with yellow badges and proximity cards shall provide escort and direct control for all other contract personnel performing work under the same contract, into and within the flightline area. A few areas within the flightline area are restricted and require contractor escort at all times by the USAF organization or unit directly associated with the project.

L. While in the restricted area, the Contractor personnel shall remain with and be constantly observed by the escort at all times.

M. All vehicles entering the restricted area are subject to search by Security Forces personnel.

The escort official is responsible for processing the Contractor through the entry control points, escorting personnel to and from the work area and assisting in personnel and vehicle searches as required by Security Forces.

N. In the event of an emergency that requires evacuation from the area, the Contractor shall immediately comply with the instructions of the Security Forces police and the escort official.

1.05 PROTECTION AND MAINTENANCE OF PROPERTY

A. WORK SITE REVIEW: Prior to starting any work, the Contractor and Contracting Officer shall make a joint inspection of the work area and storage area(s) to determine the physical condition of the work area and its surroundings. Civil Engineering personnel will take pictures of the area by digital camera. The Contractor, as a result of this joint inspection, shall make a layout plan noting the conditions of all surroundings. The digital pictures shall be attached as a part of this record. The Contractor shall submit the record with attachments to the Contracting Officer for signature.

B. CLEANUP: Cleanup of work area shall be at the end of each workday, with a complete cleanup of all job sites at the completion of work. All paper, wrappings, cardboard, etc., shall be placed in tightly closed, Contractor provided, metal containers for timely disposal. All refuse shall be disposed of off base in accordance with city, county, state and federal laws and regulations. The Contractor shall remove from the government's property, at Contractor's expense, all temporary structures, rubbish, excess excavation and waste material resulting from operations. The Contractor shall remove dirt and debris from paved surfaces not allowing it to become a traffic nuisance. It shall be the responsibility of the Contractor to ensure proper loading of all vehicles used for transport of materials and construction debris.

Any spillage on-route, while on the base, shall be removed and disposed of off base. When constant, routine hauling is a requirement of the project, such as a demolition project, daily surveillance of the haul route for spillage shall be accomplished and the spillage cleaned up

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before the end of the day in which it is discovered. Spillage that could damage vehicle tires, pavement, etc shall be cleaned up as soon as discovered.

C. GROUND MAINTENANCE: NOT APPLICABLE

D. SITE CLEANUP: NOT APPLICABLE

E. EQUIPMENT IDENTIFICATION: Due to the nature of the military installation environment, there is constant awareness and vigilance by base populace to the appearance of unusual containers that are left lying next to buildings, edge of roadway, etc. For example, concrete cylinder containers placed at the edge of a roadway or adjacent to a building can cause alarm. The Contractor shall ensure all such containers are placed well within the confines of the job site.

F. RECORDS MAINTENANCE: In the event the Contractor, creates, handles and maintains records for the Air Force, either electronic or paper, the Contractor shall, must, and will meet the requirements established in AFRIMS Records Disposition Schedule (RDS), AFI 33-322, Records Management Program, AFI 33-364, Records Disposition Procedures and Responsibilities, and AFM 33-363, Management of Records. In order to meet the requirement established in accordance with (IAW) the above mentioned regulations please contact the Base Records Management Office (22 CS/ SCXKR, Bldg 522) at (316)759- 4881 for guidance and training. The Contractor, at or before the final project acceptance, shall return any/all borrowed records, and deliver complete records, any needed or created software, and technical documentation and “Record Drawings” sufficient to allow Government access to all project information throughout the life-cycle of the project and related records.

1.06 ENVIRONMENTAL

A. The Contractor shall obtain all permits required by federal, state, and local laws for the construction activities involved. The Contractor shall perform all work in such a manner as to minimize the polluting of air, water, or land, and shall within reasonable limits, control noise and the disposal of solid waste materials, as well as other pollutants. The Contractor shall ensure that all construction, repair, maintenance operations and practices, and waste disposal performed under this contract shall be in strict compliance with all applicable city, county, state and federal environmental laws and regulations.

1. Hazardous and Non-hazardous Waste Disposal: Known existing sources of hazardous waste involved with this project are identified with in the drawings and specifications. If the Contractor encounters suspected hazardous waste, which is not already identified, it shall be brought to the immediate attention of the Contracting Officer for review and direction on how to proceed with handling and disposal. As part of the proposed implementation above and prior to on-site construction, the Contractor shall submit for approval, a plan for storing, characterizing and disposing of hazardous and non-hazardous waste materials resulting from the work under this contract. Waste includes, but is not limited to, paint waste, paint equipment cleaners, and used paint containers. If any waste material is dumped in unauthorized areas, the Contractor shall remove the material and restore the area to the condition of the adjacent undisturbed areas. Where directed and approved by the Contracting Officer, contaminated ground shall be excavated, characterized, stored, disposed of, and replaced with suitable fill material at

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the expense of the Contractor. All waste disposal shall be in strict accordance with local, state and federal requirements and regulations. Waste paint, paint equipment cleaners, and used paint containers shall be disposed of off base by the Contractor, at the Contractors' expense. Any soil contaminated through spillage shall be removed and disposed of in accordance with the requirements specified herein. Soil that is required to be removed shall be replaced by similar soil approved by the Contracting Officer.

2. NOT APPLICABLE.

3. PROTECTION OF WATER RESOURCES: The Contractor shall control the disposal of fuels, oils, bitumen, calcium chloride, acids, or other harmful materials, both on and off the government premises. In addition, the Contractor shall comply with all applicable federal, state, county and municipal laws concerning pollution of ditches, storm sewers, streams, and rivers while performing work under this contract. Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters. Water used in on-site material processing;

concrete curing, foundation and concrete cleanup, painting, and other wastewater shall not be allowed to enter a stream if an increase in the turbidity of the stream could result.

At all times when Contractor is using base water supply an approved back-flow-preventing device shall be used. A copy of all required permits shall be submitted to the Contracting Officer prior to start of work.

B. DUST CONTROL: NOT APPLICABLE

C. AUTHORIZATION TO OPERATE RADIOACTIVE SOURCES ON BASE: NOT

APPLICABLE

D. The Contractor shall submit a Material Safety Data Sheet (MSDS) to the Contracting Officer for each hazardous chemical utilized in the project. The Contractor shall maintain an MSDS for each hazardous material and ensure that they are on-site and readily accessible to employees during each work shift. MSDS sheets shall be submitted within 10 days of NTP.

If additional chemicals are required on site, that have not been submitted, submittals will need to be submitted and approved by the government prior to bringing onto the Base and used in the project.

E. NOT APPLICABLE.

F. RECYCLED/RECLAIMED/DISCARDED MATERIALS: NOT APPLICABLE.

1.07 SUBMITTALS

A. CONTROL OF SUBMITTALS: The Contractor shall ensure submittals are submitted in accordance with the timeframes identified on the SCHEDULE OF MATERIAL SUBMITTALS form and on an AF Form 3000, MATERIAL APPROVAL SUBMITTAL.

B. NUMBER OF SUBMITTALS: The number and type of submittal required are listed on the

SCHEDULE OF MATERIAL SUBMITTALS form.

C. CATALOG CUTS: All catalog cuts that are submittals, shall be marked or highlighted showing model numbers, capacities, finishes, sizes, etc., of actual proposed equipment. Each

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item submitted for approval shall have its own sheet provided for approval. Reference each item to applicable specification paragraph or drawing number. Where items are submitted as a result of changes, reference the change order number or other contract authorization information.

D. APPROVED SUBMITTALS: The approval by the Contracting Officer will not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information appear to be satisfactory. Approval will not relieve the Contractor of the responsibility for compliance with the contract. After the Contracting Officer has approved submittals, no re-submittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

E. SHOP DRAWINGS: NOT APPLICABLE

F. DISAPPROVED SUBMITTALS: The Contractor shall make all corrections required by the

Contracting Officer and promptly furnish a corrected submittal in the form and number of copies as specified for the initial submittal. When the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice shall promptly be given, in writing to the Contracting Officer for determination. Should the Contractor be required to re-submit a submittal more than twice, the estimated cost to process the submittal may be deducted from the contract amount for each additional re-submittal.

G. UNINSTALLED MATERIALS AND EQUIPMENT: All material and equipment must be stored on site, in an area to be designated by the Contracting Officer. Any inventory susceptible to weather damage shall be protected. Inventory, until acceptably installed in the project, is fully the responsibility of the Contractor. No allowance will be made for material or equipment that becomes unacceptable due to damage.

H. QUALITY CONTROL: Refer to Quality Control Paragraph 1.09.

I. RECORD DRAWINGS: NOT APPLICABLE

1.08 FIELD EXAMPLES: NOT APPLICABLE

1.09 QUALITY CONTROL: The Contractor shall submit to the Contracting Officer, for review and acceptance, a Quality Control Plan and Procedures for Construction Quality Control (CDC).

A. CQC Manager - The Contractor shall identify as CQC Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. This CQC Manager shall be on the site at all times during construction and shall be employed by the prime Contractor. An alternate for the CQC Manager shall be identified in the plan to serve in the event of the Manager's absence. The requirements for the alternate shall be the same as for the designated CQC Manager.

B. Organizational Changes: Contractors shall obtain Contracting Officer's acceptance before replacing any member of the CQC staff. Requests shall include the names, qualifications, duties, and responsibilities of each proposed replacement. Upon acceptance of any changes, AIRFIELD MARKINGS 01000-7

Contractors shall revise the CQC plan to accurately reflect the changes. The CQC plan shall be kept current at all times during the life of the contract

1.10 RECORD DRAWINGS: NOT APPLICABLE

1.11 GUIDANCE FOR GEOSPATIAL DATA: NOT APPLICABLE

1.12 CHANGES IN THE WORK

A. All changes shall be made in writing and approved by the Contracting Officer. This includes changes involving cost or those not involving cost. No change will be acceptable unless approved in writing by the Contracting Officer.

B. NOTICE: Changes shall NOT be made by using material approval submittal forms or its attachment(s). Any material submittal that varies shall call out that change in writing. See Section 1.07 of these General Conditions.

1.13 FINAL INSPECTION: The Contractor shall request a final inspection at least two days prior to work completion and shall correct any contract deficiencies before leaving the base for other work.

1.14 FIRE PREVENTION STANDARDS

A. These standards do not relieve Contractors and their employees of performance in accordance with safe workman-like practices. The Contractor or an individual appointed will be placed in charge of fire prevention. Responsibilities of the Contractor shall include assuring proper availability, operation and location of the fire protection equipment, general supervision of safeguards and location of salamanders or portable heating equipment and establishment and maintenance of safe cutting and welding operations.

B. An adequate water supply for fire protection shall be available at the project site.

C. Temporary connection to a main or fire hydrant by the Contractor shall first be coordinated with the Base Fire Chief or representative.

D. An approved portable extinguisher shall be provided at every facility wherever a tool house, storeroom or other shanty is placed, or a room or space is used for storage, dressing room or workshop.

E. Approved portable extinguishers shall be provided and the distribution and maintenance of extinguishers shall be in accordance with NFPA Standard No. 10, Portable Fire Extinguishers.

F. Access for use of fire fighting vehicles shall be provided to the immediate job site at the start of construction and maintained until all construction is completed.

G. Free access from the street to fire hydrants and to outside connections for standpipes sprinklers or other fire extinguishing equipment, whether permanent or temporary, shall be provided and maintained at all times.

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H. Flammable liquids and other hazardous materials such as paints, flammable thinners, gasoline, asphalt, and tar shall be stored in small detached structures or out in the open and not inside main buildings. Low flash point liquids used within buildings will be handled only in approved safety cans.

I. A permit for cutting and welding operations on the job shall be obtained from the Base Fire

Department. All gas operated cutting and welding equipment and operations shall be in accordance with NFPA Standard No. 51, Welding and Cutting. A portable fire extinguisher must be readily available at each welding site.

J. NOT APPLICABLE

K. Construction offices, sheds, vans or trailers shall not be located within 30-feet of a building.

L. The Contractor shall notify the Base Fire Department technical service section whenever an existing fire detection, alarm or extinguishing system is anticipated to be disconnected, relocated and/or extended.

M. NOT APPLICABLE

N. NOT APPLICABLE

1.15 INSPECTION OF FIRE DETECTION AND FIRE SUPPRESSION SYSTEMS: NOT

APPLICABLE

1.16 UTILITIES: Contractor may use Government utilities available at the site at no cost to the

Contractor. Any connections or other work to access the utilities shall be performed by the Contractor at no cost to the Government, and should such connections or other work be performed, Contractor shall also restore all utilities to original condition as required by the Contracting Officer at no cost to the Government. A separate valve provided by the contractor shall be used at fire hydrants supplying contractor water so that the fire hydrant valve is not operated other than initial opening and final closing.

1.17 LOCKOUT/TAGOUT PROCEDURES: NOT APPLICABLE

1.18 SAFETY

A. The Contractor shall perform all activities in accordance with the US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 or the Occupational Safety and Health Administration (OSHA) Standards and Regulations contained in the Code of Federal Regulations (CFR), whichever is more stringent.

B. The Contractor shall comply with Confined Space Entry Program in accordance with OSHA

1910.146 to ensure safety of personnel when required to enter confined spaces to perform work.

1.19 TORNADO SHELTERS: It is the responsibility of the Contractor to arrange for a shelter for employees in the event of a tornado warning. The Contractor shall contact the Building Manager of a suitable facility in the vicinity of the work site and arrange for space for the Contractor’s employees in the building’s storm shelter.

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1.20 DELAYS

A. The Contractor shall schedule work to complete the project at the earliest possible time.

When delays occur, Contractor shall be prepared to re-schedule time and personnel in order to complete the project within the time allowed.

B. Weather delays will be allowed only when the working days lost exceed those shown in the table below. The Contractor's progress schedule must reflect these anticipated adverse weather delays for all work, which is dependent on weather conditions.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

(Work days based on (5) day work week) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 10 6 4 5 7 6 6 4 5 4 3 5

1. Upon Notice To Proceed (NTP) and continuing throughout the contract period, the

Contractor shall record on a daily log report, all occurrences of adverse weather and what scheduled work activities were not possible to accomplish due to the adverse weather condition.

C. The Contracting Officer will determine allowed weather delays based on adverse weather working days that exceed those shown in the above chart and only if scheduled work could not be performed.

1.21 TRAINING: NOT APPLICABLE

1.22 CONSTRUCTION/SITE MANAGEMENT STANDARDS: NOT APPLICABLE

1.23 CONTRACTOR’S TEMPORARY FACILITIES: NOT APPLICABLE

END OF SECTION 01000

AIRFIELD MARKINGS 02900-1

SECTION 02900 – AIRFIELD PAINTED MARKINGS & REMOVAL OF AIRFIELD PAINT

1. SCOPE OF WORK: Work includes the furnishing of all plant, labor, equipment, supervision, materials, incidentals, and operations as required for removing airfield painted markings and runway rubber deposits and painting airfield markings in strict accordance with the contract drawings and technical specifications as specified herein subject to the terms and conditions of the contract.

1.1 PRINCIPLE FEATURES: Work shall include, but not be limited to, removing and disposing of existing airfield painted markings, and applying reflective and non-reflective paint on runway overruns, taxiways, shoulders, aprons, etc. as specified and shown herein. Estimated quantities are as follows:

NON-REFLECTIVE YELLOW MARKINGS = 35,730 SQUARE FEET (SF)

Echo Apron Deceptive Shoulder Markings = 4 EA of 3 feet wide by 25 feet long marking = 300 SF.

Runway 01R/19L East Overrun Markings = 18 EA of 3 feet wide by 410 feet long and 2 EA of 3 feet wide by 255 feet long (includes layout) = 23,670 SF.

Runway 01L/19R West Overrun Markings (includes layout) = 20 EA of 3 feet wide by 196 feet long = 11,760 SF.

NON-REFLECTIVE BLACK MARKINGS = 39,350 SF

Paint Over Existing Runway 01R/19L East Overrun Markings = 18 EA of 3 feet wide by 410 feet long and 2 EA of

3 feet wide by 255 feet long = 23,670 SF.

Paint Over Existing Runway 01L/19R West Overrun Markings = 20 EA of 4 feet wide by 196 feet long = 15,680

SF.

REFLECTIVE YELLOW MARKINGS = 16,310 SF

Echo Apron Taxilane Centerline Markings = 6,520 LF of 6 inch wide, reflective yellow line marking with 6 inch wide, non-reflective black border line marking each side at 1.5 feet wide (includes layout) = 9,780 SF.

Echo Apron Edge Line Markings = 2,340 linear feet of two 6 inch wide, reflective yellow line markings spaced 6 inches apart with 6 inch wide, non-reflective black border markings in middle and on apron side at 2 feet wide = 4,680 SF.

Deicing Pad Wing Tip Clearance Training Lines = 1,210 LF of 6 inch wide, reflective yellow line marking with 6 inch wide, non-reflective black border each side at 1.5 feet width (includes layout) ~ 1,820 SF

Foxtrot Apron Taxilane Centerline Markings (via stall sign markings removal) = 5 EA 4 foot long 6 inch wide, reflective yellow line marking with 6 inch wide, non-reflective black border each side at 1.5 feet wide = 30

SF

REFLECTIVE WHITE MARKINGS = 24,660 SF

Echo Apron Vehicle Lane Markings = 260 linear feet of 0.5 feet wide, reflective white markings (includes layout) =

130 SF.

North Apron Vehicle Lane Markings = 2,460 linear feet of 0.5 feet wide, reflective white markings (includes layout for two thirds of lines) = 1,230 SF.

North Apron Equipment Storage Markings = 29 each 3 feet by 3 feet reflective white markings (includes layout) ~

260 SF.

MAPA Vehicle Lane Markings = 8 EA 3,330 linear feet of 0.5 feet wide, reflective white markings = 13,320 SF.

MAPA Equipment Storage Markings = 16 each 645 linear feet of 0.5 feet wide markings = 5,160 SF.

MAPA Wingtip Clearance Markings = 16 each 520 linear feet of 0.5 feet wide markings = 4,160 SF.

B1107 AGE Storage Area Lines = 300 linear feet of 0.5 feet wide markings (includes layout) = 150 SF.

B1108 AGE Storage Area Lines = 280 linear feet of 0.5 feet wide markings (includes layout) = 140 SF.

B1126 AGE Storage Area Lines = 220 linear feet of 0.5 feet wide markings (includes layout) = 110 SF.

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B1128 AGE Storage Area Lines = 140 linear feet of 0.5 feet wide markings (includes layout) = 70 SF.

Foxtrot Apron AGE Storage Area Lines = 420 linear feet of 0.5 feet wide markings (includes layout) = 210 SF.

SIGN MARKINGS = 32 EA = 8,190 SF

Echo Apron Aircraft Stop Block Sign Markings = 6 EA 3 feet long by 1 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border (includes layout) = 8 SF/sign x 6 signs ~ 50 SF.

Echo Apron Aircraft Stall Number Sign Markings = 12 EA 2 feet long by 3 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border and 12 inch numbers/characters = 12 SF/sign x 12 signs ~ 150 SF.

Echo Apron Security Sign Markings = 45 EA x (4 feet x 6 feet)/EA = 1,080 SF.

MAPA Apron Aircraft Stop Block Sign Markings = 96 EA 3 feet long by 1 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border = (2 x 4) SF/sign x 96 signs ~ 770 SF.

MAPA Apron Aircraft Stall Sign Markings = 96 EA 6 feet long by 2.5 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border = (7 x 3.5) SF/sign x 96 signs ~ 2,360 SF.

MAPA Aircraft Parking Row Directional Sign Markings = 13 foot x 13 foot reflective yellow square with a 6 inch non-reflective black border, 9 foot tall non-reflective black numbers, and a non-reflective black directional arrow = 16 EA x (14 x 14) SF/EA = 196 SF/EA x 16 EA ~ 3,140 SF

Deicing Pad Wingtip Clearance Training Line Signs = reflective yellow letters and numbers on 4.5 foot wide x 7.5 foot long, non-reflective black background (includes layout) = 16 EA x (4.5 feet x 7.5 feet) SF/EA = 540 SF.

Foxtrot Apron Aircraft Stop Block Sign Markings = 3 EA 3 feet long by 1 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border (includes layout) = 10 SF/sign x 3 signs = 30 SF

Foxtrot Apron Aircraft Stall Number Sign Markings = 6 EA 2 feet long by 3 feet wide, reflective yellow markings with 0.5 feet wide non-reflective black border and 12 inch numbers/characters = 12 SF/sign x 6 signs ~ 70 SF.

85% PAINT REMOVAL = 31,790 SF

Echo Apron Edge Line Markings = 2,340 feet long by x 2 feet wide = 4,680 SF Echo Apron Deceptive Shoulder Markings = 4 EA 3 feet x 25 feet = 300 SF Runway 01R/19L Overrun Markings = (18 EA 3 feet x 410 feet) + (2 EA 3 feet x 255 feet) = 23,670 SF MAPA Aircraft Parking Row Directional Sign Markings = 16 EA (14 foot x 14 foot) = 16 EA x 196 SF/EA ~ 3,140 SF

100% PAINT REMOVAL = 16,880 SF

Echo Apron Taxilane Centerline Markings = 4,560 feet long x 1.5’ wide = 6,840 SF Echo Apron Vehicle Lane Markings = 3,520 feet long x 0.5 wide = 1,760 SF Echo Apron Hatch Area Markings = {(16 x 12) + (18 x 12)} SF = (16 + 18) feet x 12 0 feet ~ 410 SF Echo Apron Vehicle Lane Arrow Markings = 3 EA x 9 feet long x 3 feet wide ~ 80 SF Echo Apron Stop Block & Other Sign Markings = (6 EA 4.5 feet long x 5.5 feet wide) + (6 EA 4 feet long x 2 feet wide) + (3 EA 5 feet long x 5 feet wide) ~ 280 SF North Apron Equipment Storage Markings = 28 EA 3 feet long x 3 feet wide ~ 260 SF MAPA Aircraft Stall Markings = 48 EA 4 feet long x 3 feet wide ~ 580 SF MAPA Apron Vehicle Lane Arrow Markings = 112 EA x 9 feet long x 3 feet wide ~ 3,030 SF MAPA Wing Tip Clearance Training Lines = 2,016 feet long x 1.5 feet wide ~ 3,040 SF MAPA Wing Tip Clearance Training Lines Signs = 16 EA x (4.5 x 7.5) SF/EA = 540 SF Foxtrot Aircraft Stall Markings = 5 EA 4 feet long x 3 feet wide = 60 SF

PORTLAND CEMENT CONCRETE PAVEMENT COATING REMOVAL = 25,100 SF

Echo Apron 10 Locations = 25,100 SF

2. CONTRACTOR EQUIPMENT AND MATERIALS STORAGE AREA: A storage area for the Contractor to store his equipment and materials during the contract performance shall be designated by the Contracting Officer.

Upon completion of work, the area shall be cleaned up and left in the same condition as before use as storage area.

AIRFIELD MARKINGS 02900-3

3. REMOVED PAINT: All debris, waste, and by-products generated by paint and/or removal operations shall be removed from the airfield and disposed of off base in strict compliance with applicable local, state, and federal environmental statutes and regulations, including, but not limited to, regulations promulgated under the Resource Conservation Recovery Act, 42 U.S.C. 6901, et. seq., the Comprehensive Environmental Response, Compensation, and Liability Act, 42 U.S.C. 9601, et. seq., and the Hazardous Materials Transportation Act, 49 U.S.C. 1801, et.

seq. Flushing of paint and/or rubber deposits and debris from the removal operation off the pavement edge is not acceptable and is not permitted. Contractor shall submit a copy of the receipt of disposal or other proof verifying where waste was disposed. Removed paint and/or rubber deposits shall be removed immediately with a power vacuum sweeper. A power vacuum sweeper shall be provided by the contractor at no cost to the government and shall not damage the runway pavement in any form or manner. If it is determined by the contracting officer’s technical representative that the power vacuum sweeper damages the runway, all paint and/or rubber removal operations shall stop until such time that the sweeper is adjusted for proper operation or a new sweeper is provided.

Time to adjust or replace the sweeper shall not be construed as downtime and contractor shall incur all costs.

4. WARRANTY: All work, materials, and equipment shall be warranted for a period of one year from the date of acceptance by the contracting officer. Any warranty provisions contained in the contract clauses shall supplement this warranty specification.

5. PAVEMENT MARKINGS:

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM D 792 (1991) Density and Specific Gravity (Relative Density) of Plastics by Displacement ASTM D 4280 (1995) Extended Life Type, Nonplowable, Prismatic, Raised, Retro reflective Pavement Markers ASTM D 4505 (1992) Preformed Plastic Pavement Marking Tape for Extended Service Life ASTM E 28 (1992) Softening Point by Ring-and-Ball Apparatus

FEDERAL SPECIFICATIONS (FS)

FS TT-B-1325 (Rev C) Beads (Glass Spheres) Retro-Reflective FS TT-P-85 (Rev E) Paint, Traffic and Airfield Marking, Solvent Base FS TT-P-115 (Rev F) Paint, Traffic, (Highway, White, and Yellow) FS TT-P-1952 (Rev D) Paint, Traffic and Airfield Marking, Waterborne

FEDERAL STANDARDS (FED-STD)

FED-STD 595 (Rev B) Color Used in Government Procurement

5.2 SUBMITTALS: The following shall be submitted in accordance with SECTION 01000: GENERAL

CONDITIONS.

5.2.1 Equipment Lists: Lists of proposed equipment to be used in performance of construction work, including descriptive data, and notifications of proposed contractor actions as specified in this section.

5.2.2 Instructions: Manufacturer's current printed product description and Material Safety Data Sheets (MSDS) for each type paint/color proposed for use.

5.2.3 Material Tests: Certified copies of the test reports, prior to the use of the materials at the jobsite.

Testing shall be performed in an approved independent laboratory.

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5.2.4 Certificates: Certificate stating that the proposed pavement marking paint meets the Volatile Organic Compound (VOC) regulations of the local Air Pollution Control District having jurisdiction over the geographical area in which the project is located.

5.3 DELIVERY AND STORAGE: All materials shall be delivered and stored in sealed containers that plainly show the designated name, formula or specification number, batch number, color, date of manufacture, manufacturer's name, and directions, all of which shall be plainly legible at time of use.

5.4 EQUIPMENT: All machines, tools and equipment used in the performance of the work shall be approved and maintained in satisfactory operating condition. Equipment operating on roads and runways will display low speed traffic markings and traffic warning lights.

5.4.1 Paint Application Equipment: The equipment to apply paint to pavements shall be a self-propelled or mobile-drawn pneumatic spraying machine with suitable arrangements of atomizing nozzles and controls to obtain the specified results. The machine shall have a speed during application not less than 5 miles per hour and shall be capable of applying the stripe widths indicated, at the paint coverage rate specified in paragraph 5.10 APPLICATION, and of even uniform thickness with clear-cut edges. Equipment used for marking streets and highways shall be capable of placing the prescribed number of lines at a single pass as solid lines, intermittent lines or a combination of solid and/or intermittent lines using a maximum of two different colors of paint as specified.

The equipment used to apply the paint binder to airfield pavements shall be a self-propelled or mobile-drawn pneumatic spraying machine with an arrangement of atomizing nozzles capable of applying a line width at any one time in multiples of 6 inches, 6 inches to 36 inches. The paint applicator shall have paint reservoirs or tanks of sufficient capacity and suitable gauges to apply paint in accordance with requirements specified. Tanks shall be equipped with suitable air-driven mechanical agitators. The spray mechanism shall be equipped with quick-action valves conveniently located, and shall include necessary pressure regulators and gauges in full view and reach of the operator. Paint strainers shall be installed in paint supply lines to insure freedom from residue and foreign matter that may cause malfunction of the spray guns. The paint applicator shall be readily adaptable for attachment of an air-actuated dispenser for the reflective media approved for use. Pneumatic spray guns shall be provided for hand application of paint in areas where the mobile paint applicator cannot be used.

5.4.2 Reflective Media Dispenser: The dispenser for applying the reflective media shall be attached to the paint dispenser and operate automatically and simultaneously with the applicator through the same control mechanism. The dispenser shall be capable of adjustment and designed to provide uniform flow of reflective media over the full length and width of the stripe at the rate of coverage specified in paragraph APPLICATION at all operating speeds of the applicator to which it is attached.

5.4.3 Surface Preparation Equipment: See paragraph 6: PAINT AND/OR RUBBER REMOVAL as specified herein.

5.4.4 Traffic Controls: Suitable warning signs shall be placed near the beginning of the worksite and well ahead of the worksite for alerting approaching traffic from both directions. Small markers shall be placed along newly painted lines or freshly placed raised markers to control traffic and prevent damage to newly painted surfaces or displacement of raised pavement markers. Painting equipment shall be marked with large warning signs indicating slow-moving painting equipment in operation.

5.5 HAND-OPERATED, PUSH-TYPE MACHINES: Where pavement marking is limited to small street and parking areas, hand-operated push-type machines may be specified in lieu of detailed equipment requirements. All machines, tools, and equipment used in performance of the work shall be approved and maintained in satisfactory operating condition. Hand-operated push-type machines of a type commonly used for application of paint to pavement surfaces shall be acceptable for marking small streets and parking areas. Applicator machine shall be equipped with the necessary paint tanks and spraying nozzles, and shall be capable of applying paint uniformly at coverage specified. Sandblasting equipment shall be provided as required for cleaning surfaces to be painted.

Hand-operated spray guns shall be provided for use in areas where push-type machines cannot be used.

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5.6 PAINT: The paint shall be homogeneous, easily stirred to smooth consistency, and shall show no hard settlement or other objectionable characteristics during a storage period of 6 months. Paints for airfields, roads, and streets shall conform to FS TT-P-1952, color as indicated. Pavement marking paints shall comply with applicable state and local laws enacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District.

5.7 REFLECTIVE MEDIA: Reflective media shall conform to FS TT-B-1325, Type I, Gradation A.

5.8 SAMPLING AND TESTING: The government reserves the right to sample and test materials if problems develop. A sample shall be taken by random selection from sealed containers by the Contractor in the presence of a representative of the Contracting Officer. Samples shall be clearly identified by designated name, specification number, batch number, manufacturer's formulation number, project contract number, intended use, and quantity involved. If the sample fails to meet specification requirements, the material represented by the sample shall be replaced and the new material will be tested. Cost of sampling and testing all material will be borne by the Contractor. Testing shall be performed in an approved independent laboratory. If materials are approved based on reports furnished by the Contractor, samples will be retained by the Government for possible future testing should the material appear defective during or after application.

5.9 SURFACE PREPARATION: Surfaces to be marked shall be thoroughly cleaned before application of the pavement marking material. Dust, dirt, and other granular surface deposits shall be removed by sweeping, blowing with compressed air, rinsing with water or a combination of these methods as required. Rubber deposits, surface laitance, existing paint markings, and other coatings adhering to the pavement shall be completely removed as specified herein and/or as applicable, as directed, or as shown on the drawings. Areas of old pavement affected with oil or grease shall be scrubbed with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinsed thoroughly after each application. After cleaning, oil-soaked areas shall be sealed with cut shellac to prevent bleeding through the new paint. Pavement surfaces shall be allowed to dry, when water is used for cleaning, prior to striping or marking. Surfaces shall be re-cleaned, when work has been stopped due to rain.

5.10 APPLICATION: All pavement markings and patterns shall be placed as shown on the contract drawings.

5.10.1 Paint: Paint shall be applied to clean, dry surfaces, and only when air and pavement temperatures are above 40 degrees F and less than 95 degrees F. Paint temperature shall be maintained within these same limits.

Paint shall be applied pneumatically with approved equipment at rate of coverage specified herein. The Contractor shall provide guide lines and templates as necessary to control paint application. Special precautions shall be taken in marking numbers, letters, and symbols. Edges of markings shall be sharply outlined.

5.10.1.1 Rate of Application:

5.10.1.1.1 Reflective Markings: Pigmented binder shall be applied evenly to the pavement area to be coated at a rate 105 plus or minus 5 square feet per gallon. Glass spheres shall be applied uniformly to the wet paint on airfield, road, and street pavement at a rate of 6 plus or minus 0.5 pounds of glass spheres per gallon of paint.

5.10.1.1.2 Non Reflective Markings: Paint shall be applied evenly to the pavement surface to be coated at a rate of 105 plus or minus 5 square feet per gallon.

5.10.1.2 Drying: The maximum drying time requirements of the paint specifications will be strictly enforced to prevent undue softening of bitumen, and pickup, displacement, or discoloration by tires of traffic. If there is a delay in drying of the markings, painting operations shall be discontinued until cause of the slow drying is determined and corrected.

5.10.2 Reflective Media: Application of reflective media shall immediately follow application of pigmented binder. Drop-on application of glass spheres shall be accomplished to insure that reflective media is evenly distributed at the specified rate of coverage. Should there be malfunction of either paint applicator or reflective media dispenser, operations shall be discontinued immediately until deficiency is corrected.

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6. REMOVAL OF PAINT AND/OR RUBBER:

6.1 SCOPE: The work covered by this section of the specification consists of furnishing all labor, equipment, materials, tools, operations and appliances required to remove 85 or 100 percent of the paint build up from airfield runways, taxiways and aprons as specified herein and shown on the drawings.

6.1.1 Areas of the airfield runways to have paint applied and/or removal are identified in paragraph SCOPE OF WORK and/or as shown on the drawings. The government shall verify these areas as required at the pre-construction meeting and on the airfield before removal begins.

6.1.2 Determination of 85% or 100% Paint Removal: The determination of 85% or 100% removal shall be accomplished by test as described in paragraph 6.7 DEMONSTRATION OF PROFICIENCY. The Contracting Officer and his representatives shall be present at the test area for the purpose of observing the pavement texture obtained as a product of the test strip. The test strip shall be the measure of performance required of the Contractor for the paint removal operations.

6.2 OPERATIONS OF THE AIRFIELD: The performance of the work will be in the controlled zones of the airfield. All access to or through the airfield area shall be coordinated with the Contracting Officer, Government Inspector and the Airfield Manager. The Contractor shall, at all times that he is on the airfield, be in verbal and visual contact with the control tower. The control tower and the Airfield Manager shall be verbally informed when the work is complete and all equipment, labor and materials have been removed from the airfield by the Contractor.

The Airfield Manager and the contracting officer’s technical representative shall conduct a visual runway check to ensure that all contractor tools, equipment, employees and debris have been removed before opening the runway to airfield traffic.

6.2.1 It is the intention of the Government to close the runway to all aircraft traffic while paint and/or rubber are being removed. However, there may be interruptions of the work to provide a runway for aircraft which have an emergency or when a special mission for an aircraft is assigned. In the event there is a need to operate aircraft on the runway, the Contractor shall remove his equipment off the operational surfaces of the airfield and beyond the holdline within 10 minutes of being notified to clear the runway. A scheduled landing or departure which has been identified to the Contractor prior to the Contractor beginning work for the work shift shall not be considered as an interruption.

6.2.2 It is important that the Contractor adhere to the scheduled runway closure(s), weather permitting, as runway closures must be coordinated in advance. In the event that the Contractor schedule should be delayed because of weather or mechanical equipment breakdown, the Contracting Officer shall be notified by the Contractor. The Contracting Officer will notify the Airfield Manager who shall be responsible for coordinating the runway schedule with the using agencies.

6.4 EQUIPMENT: All equipment used in the paint removal process shall be mounted on pneumatic tires and shall remove deposits of paint and/or rubber without damage to pavement surfaces or joint or crack seal material..

Removal equipment shall provide a minimum nozzle water pressure of 15,000 pounds per square inch, have a water injection rate of 15 gal/per minute or less, and be capable of removing paint and/or rubber buildup/deposits as specified herein at a minimum rate of 12,000 square feet per hour without damage to pavement surfaces or joint or crack seal material. Removal equipment shall also carry its own water supply. Contractor, at his costs, shall provide and operate a power vacuum sweeper at all times when removing paint and/or rubber and shall not damage the runway pavement in any form or manner. If it is determined by the contracting officer’s technical representative that the power vacuum sweeper damages the runway, all paint and/or rubber removal operations shall stop until such time that the sweeper is adjusted for proper operation or a new sweeper is provided. Time to adjust or replace the sweeper shall not be construed as downtime and contractor shall incur all costs. Removal pressures when removing rubber deposits on Runway 01R-19L asphalt pavement section shall not exceed 12,000 psi. The asphalt is over 20 years old and has weathered to the point where pavement aggregate removal can be a problem. Other measures can be taken to assure pavement surface is not damaged upon government approval.

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6.4.1 Submittal: Contractor shall…