LINE_STRIPING_SOW_REV_2__15_MAR_13.pdf

STATEMENT OF WORK

FOR

LINE STRIPING, RUBBER REMOVAL &

FRICTION TESTING OF AIRFIELD AREAS

AT

JOINT BASE MCGUIRE-DIX-LAKEHURST

Joint Base McGuire-Dix-Lakehurst Rev 2

15 Mar 13

STATEMENT OF WORK

FOR

LINE STRIPING, RUBBER REMOVAL

AND FRICTION TESTING OF AIRFIELD AREAS

AT

JOINT BASE MCGUIRE DIX LAKEHURST (JB MDL), NEW JERSEY

TABLE OF CONTENTS

SECTION TITLE PAGES

DIVISION 1 GENERAL REQUIREMENTS

01000 Statement of Work 3 through 10 01012 Special Conditions 11 through 16 01200 Special Provisions 17 01300 Submittals 18 through 22

DIVISION 2 SITE WORK

02761 Pavement Markings 23 through 32 02951 Runway Rubber Removal 33 through 36 02951 Friction Testing 36 through 37

DIVISION 1

GENERAL REQUIREMENTS

SECTION 01000

STATEMENT OF WORK

PART I – GENERAL

1.01 DESCRIPTION OF WORK:

A. The Contractor shall provide all plant, supervision, management, quality control, labor, tools, equipment, appliances, transportation, supplies and materials and perform all work necessary to apply markings on all airfield pavements located on Joint Base McGuire- Dix-Lakehurst (JB MDL). The scope of work shall also include runway rubber removal, friction testing, and paint removal. The physical work site parameters encompass all airfield pavement areas to include but not limited to: runways, taxiways, parking aprons, streets, and parking lots. This scope of work does not include areas outside the airfield areas.

1.02 LOCATION: The work site is located at various locations on Joint Base McGuire Dix Lakehurst (JB MDL), NJ.

1.03 PRINCIPAL FEATURES: The work to be performed includes the principal features listed below. This general outline of principal features does not in any way limit the responsibility of the Contractor to perform all work and furnish all plant, labor, and material required by the specifications and drawings to perform a complete and permanent job to adequately fulfill the intent of these specifications and to deliver a work product(s) that is fit for its intended purpose. The inspection clause of any resultant contract for this work shall not in any way be interpreted as waiving the Government's requirement that the work product(s) be fit for its intended purpose. Airfield pavement requirements:

A. Pavement marking, remarking, and marking removal services for airfield runways, taxiways, and parking aprons.

B. Pavement marking, remarking, and marking removal services for streets, parking lots, loading zones, etc. within the airfield areas.

C. Rubber removal from runway surfaces.

D. Friction testing of runway surfaces.

1.04 ENVIRONMENTAL COMPLIANCE: The Contractor is required to comply with all applicable State and Federal laws, State and Federal regulations, and Air Force instructions in effect at the time of performance of this contract. The laws and regulations include, but are not limited to: environmental and occupational safety and health. The Contractor shall be responsible for compliance with construction and operating permits, and also responsible for penalties, fines, or natural resource damage claims that may be required or assessed by the State of New Jersey, Federal or Local Governments resulting from

Contractor performance, or failure to perform, during the course of this contract. The Government will inspect for environmental compliance at their discretion, and will notify the Contracting Officer (CO) of any discrepancies found. In addition, the Contractor may be subject to contractual sanctions including, but not limited to, termination, suspension, debarment and adverse past performance assessment.

A. SOLID WASTE, HAZARDOUS WASTE AND HAZARDOUS MATERIALS: The

Contractor is responsible for the proper handling and disposal of solid and hazardous wastes and hazardous materials generated by or utilized during the course of its activities.

Proper handling may also include recycling and material recovery, where required by law. The terms solid and hazardous wastes, and hazardous materials, include, but are not limited to, those defined in the Federal Water Pollution Control Act, the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, the Solid Waste Disposal Act, the Clean Air Act, and the Toxic Substances Control Act, the New Jersey Solid Waste Management Act, the New Jersey Water Pollution Control Act, the New Jersey Air Pollution Control Act and the regulations promulgated pursuant to those Acts.

The Contractor shall also be responsible for any enforcement action that may be taken by the State of New Jersey, other State or the Federal Government related to handling, transportation and the proper disposal of solid and hazardous waste and hazardous materials. If notification, certifications, documentation, manifests, permits or any other written materials are required by law to be obtained, prepared and/or submitted, the Contractor shall prepare same and provide a written copy to the CO, and a copy to the Environmental Section (87 CES/CEAN). Hazardous waste manifests must be signed by the Environmental Flight Hazardous Waste Coordinator, Building 2403.

1. Source Separation of Solid Waste: Wastes shall be placed in closed metal containers that are emptied on a regular schedule. Solid waste shall be separated and placed in individual containers in a manner that facilitates recycling of the various categories of waste. At a minimum, cardboard and all types of metal shall be source separated.

2. Disposal of Solid Waste: Unless otherwise directed in the demolition section, the Contractor shall deliver metal to the DRMO facility, Building #75, on Lakehurst NAS, NJ and cardboard to the McGuire Recycling Center in Building #2321. All other waste shall be disposed of in accordance with paragraph 1.04A, above.

3. Hazardous Material Handling: Any chemical to be used or stored by the Contractor must be approved, in writing, by the CO prior to the Contractor bringing it on the Base. The Contractor must utilize an AF Form 3000, Material Approval Submittal, for each container of hazardous material stored, kept, or utilized. Partially filled containers must be disposed of properly and coordinated with the Civil Engineer Environmental Coordinator, Environmental Section, Building 2403. Radioactive materials/devices will not be allowed on the Base without prior approval of the CO.

B. CLEAN AIR ACT PERMITS: JB MDL is responsible for obtaining and renewing all air permits for all stationary sources on Base that are owned by the Government and for mobile sources such as Government vehicles. It is the Contractor's responsibility to obtain air permits for all Contractor-owned air pollution sources. The Contractor is responsible for compliance with the Government's air permits and shall maintain all documentation and record keeping required to support those permits in a format acceptable to and approved by the CO. The documentation must be prepared and maintained by the Contractor and readily available for on-site inspection by environmental regulators.

C. LAND USE: Development, including building of docks, piers, bulkheads, bridges, pipelines, cables and filling, dredging or removing of sand or other materials near or on navigable waterways requires a permit. Activities that occur within 150 feet of a wetland also require a permit. JB MDL is responsible for selecting and securing the appropriate approvals, unless the Contractor is directed, in writing, to make permit determinations and acquire permits under this contract.

D. WATERS AND WATER SUPPLY: It is not permissible to discharge any materials to the navigable waters of the United States without a permit. Accordingly, discharges to or in areas that may reasonably reach or impact wetland areas and all other watercourses, including ditches, is prohibited without a permit. All discharges to storm drains, including but not limited to, soils and sediments contained in water runoff or dewatering operations, are prohibited. An appropriate soil erosion control plan shall be developed and utilized by the Contractor for construction projects to ensure that discharges do not occur.

1. Protection of Erodible Soils: Earthwork shall be planned and conducted in such a manner as to minimize the duration of exposure of unprotected soils. Earthwork brought to final grade shall be immediately finished as indicated and specified. The rate of runoff from any construction site shall be mechanically retarded and controlled.

Use of hay bale filtration, diversion ditches or other sound engineering device shall be used to retard and divert runoff from entering US waters.

2. Erosion and Sediment Control Measures: Temporary protection shall be provided on side and back slopes when rough grading is complete, or when sufficient soil is exposed, to require protection to prevent erosion. Protection shall be afforded by accelerated growth of permanent vegetation, temporary vegetation, mulching, or netting. Slopes too steep for stabilization by other means shall be stabilized by hydro seeding, mulch anchored in place, covering with anchored netting, sod or such combination of these and other methods as may be necessary for effective erosion control and to prevent a point source discharge.

E. LEAD PAINT AND ASBESTOS: RESERVED

F. NOTIFICATION OF ENVIRONMENTAL SPILLS: In the event that the Contractor spills or releases any un-permitted substance, hazardous substance or hazardous waste into the environment, the Contractor shall immediately report the incident to the Fire Department, the CO, and the designated Government representative. The Contractor shall be liable for the costs of clean-up and remediation of any spills or the release of such substance into the environment.

G. FUEL STORAGE: Gas or diesel fuels shall not be stored on the construction site, or on Base, without written approval from the CO, and only in compatible containers.

1.05 HEALTH AND SAFETY PLAN: Prior to commencing work, the Contractor shall prepare and submit a site/contract specific health and safety plan in accordance with Occupational Safety and Health Act (OSHA) 1910 standards, that are applicable to construction, for review by the CO. The plan will include worker's safety, confined spaces, OSHA training, handling of hazardous materials (including Material Safety Data Sheets (MSDS» such as asbestos and fuel discharges, and other site safety considerations. Government approval of plan is required prior to starting work.

1.06 AS-BUILT DRAWINGS: RESERVED

1.07 DATA BASE: These specifications and any clarifying future drawings are prepared using data derived from the original construction drawings and from site visits. The construction shown shall not be construed as exact or complete nor are minor variations covered. It is recognized that site conditions referred to vary and that those building and site conditions ordinarily encountered and generally recognized as inherent in work of this character may include variations. The Contractor shall be responsible for determining the exact conditions at the site and building and shall accept them as they exist at the time of contract award, regardless of whether or not the Contractor visited the site prior to award. The Contractor shall verify all measurements of existing conditions before ordering sized materials. If materials are ordered on the basis of what is shown on the construction drawings without verification of existing conditions, the Contractor does so at his/her own risk.

1.08 SPECIFICATION DIVISION: These specifications are divided into several trade sections for convenience only and not to establish the units of work required of any trade. The Contractor shall be responsible for the allocation of the work between appropriate trades.

1.09 SUBMITTALS: Items shall be submitted after receipt of Notice to Proceed, within time limits prescribed on the Material Approval Submittals List and in accordance with Section 01300, SUBMITTALS. Materials or equipment shall not be installed until submissions have been approved by the CO. All submittals shall be verified by the Contractor as being in full compliance with requirements of these project specifications and/or drawings.

Submittals received without the Contractor's certification will be returned, without action, for the Contractor's certification and re-submittal. Partial submittals for approval of materials and/or equipment will not be accepted for review by the CO. The Contractor shall be responsible for submitting for approval, at one time, all items of material and/or equipment that are part of a given system, i.e., for an air conditioning system.

1.10 PASS AND IDENTIFICATION: The Contractor shall obtain the necessary passes and/or identification for entry into Joint Base McGuire Dix Lakehurst for himself and all employees prior to commencement of work. The Government reserves the right to refuse to issue a pass to any employee of the Contractor for any reason deemed valid by the Government and in doing so shall not be subject to the Equitable Adjustment or Contract Disputes Act.

Please see SECURITY REQUIREMENTS3 / VEHICLES AND PASSES: After award of contract, the contractor shall request through the QAP, CO and Security Forces to be issued base passes and identification badges for their employees and work vehicles in accordance with the attached JB MDL Contractor Security Appendix – 21 Mar 10:

1.11 SCHEDULE OF WORK:

A. Work shall normally be scheduled two weeks prior to each delivery order start date and accomplished during the standard eight-hour day, five-day week, 7:30 a.m. to 4:15 p.m., Monday through Friday excluding Federal Holidays. Work outside these hours must be approved by the CO at least three days prior to proposed work.

B. When work is required on the runways, taxiways, and parking ramps, the Contractor shall work the hours the Government closes the runway, taxiway or ramp areas to include nights and weekends, excluding Federal Holidays. The Government will close the runway to all traffic while rubber is being removed. In the event of an emergency landing or take-off, the Contractor is required to clear the runway of all equipment and personnel to a minimum distance of 200 feet from the edge of the runway within fifteen minutes of notification. The authority to give the order lies with the Base Operations Officer or designated representative. The Contractor shall notify the CO or representatives two working days prior to moving to the work site to commence work and one working day prior to resumption of work at the site after an interruption of more than two working days.

C. Contractor shall provide schedule for work two weeks prior to starting work, for CO approval.

D. The Contractor is not required to provide service on the any Federal Holiday

1.12 INSPECTION: Inspection of work by the Government will normally be accomplished along with the work as it progresses. At the discretion of the CO, inspection of various phases of work may be directed at their completion or prior to initiation of any further work. If phased inspection is directed, the Contractor shall notify the CO at least 24 hours prior to expected completion of the phase to be inspected. The Contracting Officers' Technical Representative, or COTR, will document findings of inspections on AF Form 370 and 372 weekly for submission to the Contracting Officer.

1.13 PRELIMINARY AND FINAL INSPECTIONS: The Contractor shall request scheduling of the final and pre-final inspections in writing a minimum of 24 hours in advance of project completion. The request for scheduling will be in writing to the CO. Deficiencies shall be completed within ten days of the pre-final inspection.

1.14 COORDINATION OF TRADES: The contract drawings are in part diagrammatic and show the general arrangement of work features and trades. The Contractor must have competent personnel on the work site to coordinate all field work and shop drawings of the various trades prior to installation and/or submission of field or shop drawings for approval The Contractor shall allot spaces to the various trades prior to installation of the work. In spaces where all the various installations cannot be accommodated, the Contractor shall notify the CO and submit suggestions for resolving the interference problems. The decision of the CO shall be final The Contractor shall be responsible for the coordination of drawings, when required, for completion of the work by the trades involved.

1.15 UTILITIES: All reasonable quantities of utility service will be made available to the Contractor without charge. Any temporary lines and connections that may be required shall be installed, maintained and removed by the Contractor at his expense and in a manner satisfactory to the COTR. Removal shall be accomplished prior to final acceptance.

A. INTERRUPTION OF UTILITIES: RESERVED

B. ROAD CLOSURE: Contractor will provide two weeks written notification to CO prior to any roadway closures.

1.16 TOILET FACILITIES: Government toilet facilities will not be available for Contractor or sub-Contractor personnel use.

1.17 ACCESS TO CONSTRUCTION SITE: The Government reserves the right to enter all work areas affected by this contract and to do any and all work deemed necessary to correct deficiencies found at any time during the duration of this contract including any and all time extensions thereto.

1.18 CONSTRUCTION SIGN: RESERVED

1.19 EMERGENCIES: In case of an emergency, the CO, Base Fire Chief and Base Operations Officer, or their representatives, shall have the authority to order the Contractor to stop work and clear the area of personnel and equipment. The Contractor shall comply to such an order with all possible speed. The COTR shall be informed of all stop work orders. In the case of being informed by the Fire Chief or Base Operations Officer, he shall notify the CO and provide written reasons for the stoppage of work.

1.20 AUTHORITY: Except as noted below, the term "Contracting Officer" as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the Contracting Officer" and all paragraphs cited in Material Approval Submittals, of the solicitation, the term "Contracting Officer" means only those individuals properly appointed as CO within the Contracting Squadron; no other Government personnel has the authority to grant such approval.

1.21 PROJECT CLOSE OUT SUBMITTALS: RESERVED

1.22 TECHNICAL REPRESENTATIVE: The Commander, 87 Civil Engineer Squadron, or his representative, is designated as the COTR. This designation includes, but is not limited to the following specific functions of this contract:

A. Technical administration and inspection.

B. Recommending approval/disapproval of shop drawings, samples and materials.

C. Testing materials not otherwise specified to be performed by the Contractor or others.

D. Coordinating work operations.

1.23 DRAWINGS ACCOMPANYING SPECIFICATIONS: Any drawings given to the Contractor during the execution of this project to accompany or clarify the specifications are the property of the Government and shall not be used for purposes other than those contemplated by the specifications.

1.24 BASE REGULATIONS: The Contractor shall conform to all Base regulations and directives, as identified specifically at the pre-construction conference, that pertain to security, safety, traffic, fire and personnel clearances insofar as they apply to the Contractor's activities as directed by the Contracting Officer. The Contractor shall be responsible for providing and placing barricades, lighting and safety devices during construction activities.

1.25 COORDINATION OF WORK OPERATIONS: The work to be performed under this contract is on an active military base. The Contractor shall coordinate work operations with the COTR prior to starting work under this contract. The Contractor shall have a superintendent who speaks, reads, writes and understands the English language; has authority to act for the Contractor and to be available on the job site throughout each work day. The Contractor shall be responsible for his quality control at all times as well as the amount of work. A specific individual shall be designated as the Contractor's quality control inspector and identified to the COTR at the pre-construction conference.

1.26 CONTRACTOR'S PARKING: The Contractor's employees shall park in the areas assigned by the COTR.

1.27 CONTRACTOR'S EMPLOYEE RESTRICTIONS: The Contractor's employees shall be restricted to areas within this scope of work plus direct routes to and from the site as may be approved in the pre-construction conference with regard to work scheduling and material handling.

1.28 AIRFIELD PAVEMENT ACCESS: The Contractor shall be shown points of access to the airfield area and work area at the pre-performance conference. Under no circumstances will the Contractor or Sub-Contractor use any other access to the airfield area and work area.

The COTR will be present at all times while Contractor or Sub-Contractor is working on airfield. The COTR will maintain radio contact with the control tower when working on the runways which enables the Government to clear the runways in case of emergencies.

1.29 GOVERNMENT FURNISHED PROPERTY (GFP): Reserved

1.30 REAL PROPERTY RECORDS: Reserved

END OF SECTION 01000

SECTION 01012

SPECIAL CONDITIONS

PART I-GENERAL

1.01 CONTRACTOR PERFORMANCE REQUIREMENTS

A. Staging Area: The staging area will be assigned by the COTR at the pre-construction conference and will be on JB MDL. The staging area may be fenced to identify the limits of the Contractor responsibility. If the Contractor has any dumpsters in the staging area, they shall be clearly marked with a sign "for private use only, not for use of base personnel." Dumpsters shall be emptied when contents mound to height of sides. Upon completion of all work outlined in the contract drawings and specifications, the Contractor shall remove his construction materials and his equipment from the confines of the Base. Only the office trailer and one storage trailer will be allowed at the work site.

All other trailers must be kept at a remote site at JB MDL. Trailers on the work site shall be located as to be shielded from view from base roads as effectively as possible.

B. Marking of Equipment, Trailers, and Temporary Offices: The Contractor shall ensure that equipment and trucks used on the job are conspicuously marked with both name and telephone number of owner or leaser. All Contractor and sub-contractor temporary offices, trailers and fencing shall have signs affixed to the exterior, which state the name of the contracting firm, and a name and telephone number of the responsible contracting firm official. The letter size of the firm name shall be a minimum of eight inches high with all lettering professionally and neatly prepared. All office trailers on the work site shall be a beige color similar to Wheatsheaf by M.A.B. All trailers, office and storage, shall be kept in good condition.

C. Cleanliness: The Contractor shall protect Government property and furnishings that may be in, or adjacent to, the work area with appropriate clean drop cloths, barricades, dust-stops, or other provisions as determined by, or approved by, the COTR prior to starting work. The Contractor shall remove all debris, tools, materials and equipment and other items when work is completed in each particular area.

D. Daily Clean Up: Daily construction site and staging area clean up shall be accomplished by the Contractor. This clean up shall include the placing of construction material and equipment in a neat and orderly arrangement on the site. Equipment and materials must not block access to existing facilities. Rubbish, debris, rubble, and garbage shall be removed at the end of each workday. The Contractor shall inspect the site and area daily to ensure that all paper, cardboard, demolition products and similar materials are removed to provide a litter-free appearance. On-base access routes utilized by construction equipment and/or delivery vehicles shall be maintained free from clay or mud balls, clods, and mud. During the growing season (April through October), all grass areas around the Contractor's trailer and within ten feet of exterior contract construction areas or within ten feet of buildings shall be mowed and trimmed to maintain neat grassy areas of reasonable length, by the Contractor. Grass height shall never be allowed to exceed six inches. Contractors performing only interior renovation work of occupied facilities and with no exterior work area are not responsible for grass mowing and trimming.

E. Equipment may not be left at worksites if work is stopped for more than 24 hours. Such equipment must be taken back to the remote storage site unless specifically approved to remain by the CO. For utility projects, materials cannot be left on site unless installation will begin within one week. If work does not begin within one week, the material must immediately be delivered to the Contractor storage yard.

F. Temporary construction fencing shall be chain link of a minimum of 72 inches high, unless otherwise indicated by the COTR.

G. Contractor personnel must park in approved parking areas. Parking on the grass is not permitted. Contractor vehicles will not be allowed to drive on grass to gain access to worksites unless specific routes are approved in advance.

1.02 INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS:

A. It shall be understood that specifications and drawings are complementary and are to be taken together for a complete interpretation of the work. Anything mentioned in the specifications and not shown on the drawing, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both.

In case of a difference between the drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings or in the specifications, the matter shall promptly be submitted to the CO who shall, in consultation with CE, promptly render a decision in writing. Normally, the items of higher standard shall govern. See FAR 52.236-21.

B. No exclusions from, or limitations in, the language used in the drawings or specifications shall be interpreted as meaning that the appurtenances or accessories necessary to complete a required system or item of equipment are to be omitted.

C. The drawings of necessity utilize symbols and schematic diagrams to indicate various items of work. Neither of these have any dimensional significance nor do they delineate every item required for the intended installations. The work shall be installed, in accordance with the diagrammatic intent expressed on the electrical and mechanical drawings, and in conformity with the dimensions indicated on final architectural and structural working drawings and on equipment shop drawings.

D. No interpretation shall be made from the limitations of symbols and diagrams that any elements necessary for complete work are excluded.

E. Certain details appear on the drawings which are specific with regard to the dimensioning and positioning of the work. These details are intended only for the purpose of establishing general feasibility. They do not prevent field coordination for the indicated work.

F. Information as to the general construction of a facility shall be derived from existing structural and architectural drawings and specifications only as available at the Base Civil Engineering print room.

G. The use of words in the singular shall not be considered as limiting where other indications denote that more than one item is referred to.

1.03 EXTERIOR BUILDING COLORS: RESERVED

1.04 PHASING OF WORK: Work to be accomplished on occupied buildings or that which will interrupt utilities, must be coordinated with the COTR.

1.05 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, .AF FORM 103:

A. Prior to commencing construction work or whenever the ground surface is to be disturbed deeper than three inches or when erecting structures or operating equipment near overhead lines, the Contractor or any Subcontractors performing work shall be responsible for obtaining an AF Form 103 from the COTR, have the Form approved by required Base organizations and have it in their possession at all times while digging.

B. AF Form 103: The Contractor shall be responsible for completing the AF Form 103. The approvals are listed on the AF Form... The request shall include details and methods to be used for the excavation. Drawing of the site to be excavated will also be required. The AF Form 103 is valid for 30 days and can be renewed by the COTR for an additional 30 days.

1.06 ACCIDENT PREVENTION:

A. Confined Spaces: Contractors who enter confined spaces during construction operations shall do so in strict accordance with Air Force Occupational Safety and Health (AFOSH) Standard 127-25. The Contractor shall request the proper permits for access from the COTR, in writing a minimum of ten work days prior to confined space entry. All permits shall be issued by the Base Safety Office.

B. Occupational Safety and Health Act (OSHA): Contractors shall comply with OSHA 1926, Construction Standards, and the portions of OSHA 1910 standards that are applicable to construction. The Army Corps of Engineers Manual EM 385-1-1 will be used in the absence of guidance in OSHA regulations.

1.08 FIRE PROTECTION: Welding, Burning and Cutting Operations All welding and burning operations shall be accomplished in strict compliance with the requirements outlined in AFOSH Standard 127-5; the National Fire Protection Association Standard, and the Department of the Army Corps of Engineers General Safety Requirement Manual EM 385- 1-1. Prior to starting welding, cutting, brazing, burning and/or any other flame or spark producing operations, the Contractor or Sub-Contractor performing the work shall obtain a burning permit from the Base Fire Department on a daily basis. This permit, USAF Welding, Cutting and Brazing (AP Form 592), is the only acceptable authorization for performance of this type of work. The request for this permit can be accomplished by contacting the McGuire APB Fire Department at (609) 754-3975. A Fire Department representative will respond to the work site, evaluate the site conditions and issue the required permit as required. Under normal conditions, the Fire Department representative will respond to the work site within one hour after receiving the request for the permit, for that day. A copy of each permit shall be retained at the project site, until work for which the permit was issued is completed. The Contractor or Sub-Contractor shall provide required equipment, materials, shields, extinguishers, sand and other devices at each location where work of the type requiring a permit is conducted.

1.08 EROSION PROTECTION:

A. Vegetation and Mulch: Temporary protection shall be provided on side and back slopes when rough grading is complete or when sufficient soil is exposed to require protection to prevent erosion. Protection shall be afforded by accelerated growth of permanent vegetation, temporary vegetation, mulching, or netting. Slopes too steep for stabilization by other means shall be stabilized by hydro-seeding, mulch, anchored in place, covering with anchored netting, sod, or such combination of these and other methods as may be necessary for effective erosion control.

B. Temporary Construction: Upon completion and acceptance of the construction, the Contractor shall remove all signs of temporary construction facilities such as work areas, structures, foundation of temporary structures, stockpiles of excess or waste materials, debris and other vestiges of construction. All areas shall be restored to pre-contract construction conditions, including grading, sod and other restorations.

C. Erosion and Sediment Control Measures: (Also see Section 01000, Para 1.04 D for additional requirements)

1. Burn Off: Burn-off of ground cover will not be permitted.

2. Reduction of Exposure of Unprotected Erodible Soils: Earthwork brought to final grade shall immediately be finished as indicated and specified. Side slopes and back slopes shall be protected immediately upon completion of rough grading. Earthwork shall be planned and conducted in such a manner as to minimize the duration of exposure of unprotected soils.

3. Temporary Protection of Erodible Soils: Methods as required shall be utilized to effectively prevent erosion and control sedimentation; including, but not limited to, the following:

a. Mechanical Retardation and Control of Runoff: The rate of runoff from the construction site shall be mechanically retarded and controlled. Diversion ditches shall be constructed to retard and divert runoff protected drainage courses.

1.09 LANDSCAPE PROTECTION: Provide protection for all existing landscape features such as trees, shrubs, bushes, plantings and sod in and around the area of construction. No existing trees, shrubs, bushes, or other items shall be affected in any way, by Contractor actions, unless required by specifications. Prior to any demolition or construction in proximity to any existing landscape feature, the feature shall be protected by fencing, barricades, temporary removal and/or other approved devices. When construction requires that heavy machinery work in close proximity to existing mature trees, the trees shall be protected with a strong 2" x 4" frame with 3/4" plywood sheeting barricades or enclosure.

No movement or operation of heavy equipment within a tree shadow area or drip line shall be permitted. Any features which require pruning or trimming in order to place new construction materials or to allow clearance for new materials or equipment, shall be pruned or trimmed in a professional manner. All damaged items shall be replaced in kind with new, by the Contractor.

1.10 TRENCHING AND EXCAVATION: Excavation and related work shall be completed in scheduled phases between blocks or manholes for installations requiring testing. Work shall be barricaded in accordance with Army Corps of Engineers Manual EM 385-1-1 and AFOSH Standard 127-66. For excavations in which testing is not required, the trenches shall be backfilled at the end of the day except to the last 15 feet. Backfilling must be accomplished daily; established structures and plantings must be avoided; excavation shall not begin until material and equipment for the specified portion of the job is available on the site. Trenches or excavations which cut roads, parking lots, driveways and delivery routes shall be fully coordinated between the Contractor, COTR and Base Fire, Rescue and Security Police prior to excavation. The Contractor shall provide non-skid surface, steel road plates until the vehicle routes are permanently repaired. Excavations and the repair which will traverse completely across vehicle routes shall be scheduled in stages which allow crossing of vehicles until road plates and/or permanent repairs are in place.

1.11 BARRICADES: Barricades are required in accordance with the quoted safety regulations.

Each job site will be clearly identified by signs, and protected by barriers suitably marked by reflective materials, and illumination for easy sighting after dark.

1.12 AIRFIELD ACCESS:

A. The airfield, taxiways, parking apron and areas directly adjacent to the airfield are limited to those personnel working on, supervising, or supplying materials or equipment or services to the contractor. All personnel or activities not requiring airfield access shall be prohibited. All activities capable of being performed in the contractor storage or in other off-airfield areas shall be performed there. All personnel and vehicles requiring airfield access shall be coordinated through Airfield Operations, and shall obey all access requirements and limitations imposed by Base requirements.

B. Airfield Access: Contractors who are required to access the airfield restricted area must contact Keith Taylor at 609-754-6466 to obtain the proper instructions and paperwork for entering an airfield restricted area. Contractor personnel, who are authorized to drive on the flightline, must have an AF Form 483 in their possession, and obtain a colored cone from Base Operations. The cone must be visible during operations of the vehicle when driving on the flightline, and the cone must be secured upon departure from the flightline. Contractors will not have excess to the restricted areas unless they are under escort by authorized personnel wearing a restricted area badge.

C. Personal Access: Contractor personnel are allowed in the restricted area only if a valid contract is in effect. Entrance to the work site must be by permitted vehicle.

1.13 SEVERE WEATHER WARNING REQUIREMENTS: When notified by the COTR that a severe weather warning has been issued for the area in which construction is being performed, the contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become missiles as a result of strong surface winds, thunderstorms, or other weather-related conditions. This requirement is applicable twenty-four (24) hours a day, seven (7) days a week.

A. The airfield, taxiways, parking apron and areas directly adjacent to the airfield are limited to those personnel working on, supervising or supplying materials or equipment or services to the Contractor. All personnel or activities not requiring airfield access shall be prohibited. All activities capable of being performed in the Contractor storage or in other off-airfield areas shall be performed there. All personnel and vehicles requiring airfield access shall be coordinated through Base Operations and shall obey all access requirements and limitations imposed by Base and World-wide requirements.

B. Personnel Access: Contractor personnel are allowed in the restricted area only if a valid contract is in effect. Entrance to the work site shall be by permitted vehicle.

END OF SECTION 01012

SECTION 01200

SPECIAL PROVISIONS

PART 1 - GENERAL

1.01 ACCESS ON AIRFIELD: During this contract, the airfield will be occupied and in use by Government and other Contractor personnel and equipment. It will remain in operation during the execution of this contract except in designated work areas. At all times during the performance of the work the Contractor shall provide maximum cooperation with Government personnel and Contractors on the airfield to ensure minimum interruptions to essential Government operations. Because of these operations, the contractor shall be required to notify the Contracting Officer or his designate representative to schedule the work in collaboration with and subject to the approval of the Base Operations Officer at least five days in advance of moving onto the work site.

1.02 WORK AREAS: Work areas will be specified per delivery order. All work on this project is subject to the following:

A. The scheduling of work areas is subject to change. The Contracting Officer will coordinate all such changes with the Contractor: Changes to the work areas by the Government as a result of operations will be made at no additional cost to the Government and will be made prior to completion of work in current work area.

B. Work areas will be located in restricted areas. Contractor personnel will be required to be escorted in all restricted areas. Contractor personnel shall not enter the airfield zone except while work progresses on the airfield.

1.03 CLEAN UP: The Contractor shall be responsible for clean-up of all areas related to his construction work. These areas include:

A. At all times, the Contractor shall keep all airfield pavements used as hauling/trucking routes or access to the work area free of foreign objects resulting from his construction or from his traffic and any other operations, performed by the Contractor.

B. The Contractor shall clean each completed area of work of all debris, equipment and materials to the satisfaction of the Contracting Officer before moving to the next designated work area.

1.04 PARKING EQUIPMENT: The Contractor will be permitted to park his equipment in his current work area on the airfield apron at the end of each day's work, with prior coordination and approval of the Airfield Manager. All equipment must have sufficient reflectors or be barricaded with blinder lights at all times when parked.

END OF SECTION 01200

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.01 GENERAL: Submittals will be turned in as required throughout the construction documents to include the Material Approval Submittal list. Failure to include an item on the Material Approval Submittal list will not relieve the Contractor from responsibility to submit the item as specified in the construction documents.

1.02 TYPES OF SUBMITTALS: Submittals are grouped as follows:

A. Shop Drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate a portion of work.

B. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

C. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

D. Certificates/Certifications: Statement signed by responsible officials of a manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of this contract, must name the project, and must list the specific requirements that are being certified.

E. Performance Test Reports: Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

F. Instructions: Preprinted material describing installation of a product, system or material, including special notices and material safety data which provide calculations, descriptions or documentation regarding the work.

G. Operation and Maintenance (O&M) Data: Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item. The data is required when the item is delivered to the project site.

H. Work Plan: The work plan will be a detailed listing of work to be done and the sequence in which it will be accomplished. The work plan will indicate time frames and level of effort required for each task. The work plan will indicate the effect of each phase on the following phase and the impact if not complete before starting the next action.

I. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance.

1.03 CONTRACTOR'S OPTION

A. For products specified only by reference standard, the Contractor shall select a product meeting that standard which is available from a commercial source.

B. Where names of manufacturer's products or equipment appear in these specifications and drawings, the products of other manufacturers will receive equal consideration. Items to be submitted as "equal" must meet the same noted specifications or acknowledged trade standard for quality, finish and/or operation. The Contractor is required to provide documentation that the substituted product meets the specification requirements.

PART 2 - PRODUCTS

2.01 GENERAL: A transmittal letter, AF Form 3000, "Material Approval Submittal," shall accompany all submittals.

2.02 SHOP DRAWINGS

A. Present shop drawings in a clear and thorough manner.

B. Identify item covered by the shop drawing by reference to drawing number and detail or specification paragraph.

C. Submit three copies of all shop drawings.

2.03 MANUFACTURER'S CATALOG CUTS/DATA

A. Information should be standard data and/or information published by the manufacturer of the product.

B. The specific type, size, capacity and part number will be announced on the manufacturer's information.

C. Submit three copies of catalog cuts/data to the Contracting Officer.

2.04 SAMPLES: Samples shall be of sufficient size and quantity to clearly illustrate the following:

A. Functional characteristics of the products, with integrally-related parts and attachment devices.

B. Color, texture, and patterns.

C. Method of installation or application.

D. Submit two samples to the Contracting Officer.

2.05 CERTIFICATES/CERTIFICATIONS

A. Certificates/Certification will describe the item to be certified

B. The name and address of the Contractor shall be on the document.

C. Date(s) of certification and date of shipment if appropriate.

2.06 PERFORMANCE TEST REPORTS

A. Test reports shall identify the test made, the date of the test, the Contractor making the test and the Contractor performing the test.

B. Test result must be clear and readily understandable.

C. Submit three copies of the reports to the Contracting Officer.

2.07 INSTRUCTIONS

A. Instructions shall identify the equipment by make and model, the type of the instructions and reference the specification paragraph or drawing that the instruction covers.

B. The instruction shall be either a manufacturer's supplied item or, if provided by Contractor, instructions at a minimum shall be neat and clear.

C. Submit three copies of the instructions to the Contracting Officer.

2.08 OPERATION AND MAINTENANCE MANUALS

A. Operation and maintenance manuals shall be information provided by the manufacturer of a product. They may include diagrams, schematics, parts lists and other data necessary to operate and maintain the equipment or product.

B. Submit three copies of the operation and maintenance manuals to the Contracting Officer.

2.09 WORK PLAN

A. The work plan will be a detailed procedure for accomplishing the required task. The plan will identify Contractor responsibilities and methods of monitoring and control.

B. Submit three copies of the work plan to the Contracting Officer.

PART 3 -EXECUTION

3.01 CONTRACTOR'S RESPONSIBILITIES

A. Review submittals prior to submission. Transmit submittals to the Contracting Officer for approval.

B. Coordinate each submittal with requirements of work.

C. Contractor's responsibility for errors and omissions in submittals shall not be relieved by the Contracting Officer's review of submittals.

D. Make submittals in groups containing all related systems, devices, equipment and products to ensure that information is available for checking each item when it is received.

E. Do not begin any work that requires submittal approval without first obtaining Contracting Officer approval.

3.02 TIMING OF SUBMITTALS

A. Provide submittals in 30 days from notice to proceed or as specified by the Submittals Legend list.

B. Allow 14 calendar days for review by Government.

C. Delays caused by tardiness in delivery of submittals by the Contractor will not be an acceptable basis for extension of the contract completion date.

3.03 RESUBMISSION REQUIREMENTS: Make all revisions required by the Contracting Officer. If the Contractor considers any required revisions to be a change, the Contractor shall so notify the Contracting Officer as provided for under the contract clause entitles "changes."

3.04 SUBSTITUTIONS

A. The Contractor may submit separate requests for substitution of a product other than that required by the contract documents. Substitutions must be supported by technical and physical evidence that the substitution will provide the same results as the item called out in the contract documents. Failure to provide the supporting data will result in rejection of the substitution.

B. Substitutions must be marked clearly and the product to be substituted shall be indicated c1earlyon the submittal.

C. Three copies of the substitutions shall be submitted to the Contracting Officer.

3.05 REVISION AFTER APPROVAL: When a submittal has been reviewed by the Contracting Officer, re-submittal or substitution of material or equipment will not be considered unless accompanied by an explanation to the Contracting Officer for acceptance as to why the revision is necessary.

END OF SECTION 01300

END OF DIVISION I

SECTION TABLE OF CONTENTS

DIVISION 02 - SITE WORK

SECTION 02761

PAVEMENT MARKINGS

PART 1 GENERAL

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

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM D 471 (2010) Rubber Property - Effect of Liquids

ASTM D 522 (2008) Mandrel Bend Test of Attached Organic Coatings

ASTM D 711 (2010) No-Pick-Up Time of Traffic Paint

ASTM D 792 (2008) Density and Specific Gravity (Relative Density) of Plastics by Displacement

ASTM D 823 (2007) Producing Films of Uniform Thickness of Paints, Varnishes, and Related Products on Test Panels.

ASTM D 2240 (2010) Rubber Property-Durometer Hardness

ASTM D 2621 (2011) Infrared Identification of Vehicle Solids from Solvent Reducible Paints

ASTM D 2697 (2008) Volume Nonvolatile Matter in clear or Pigmented Coatings

ASTM D 3335 (2009) Lead, Cadmium, and Cobalt in Paint by Atomic Absorption Spectroscopy

ASTM D 3718 (2010) Low Concentrations of Chromium in paint by Atomic Absorption Spectroscopy

ASTM D 3924 (2011) Conditioning and Testing Paint, Varnish, Lacquers, and Related Materials

ASTM D 3960 (2005) Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings

ASTM D 4280 (2008) Extended Life Type,…