JFSD 200821 final.pdf

JFSD 200821

Repair Airfield Pavement Basic Contract

Spalls and Joints

Grand Forks AFB, ND

June 2008

Plans and Technical Specifications

7/29/2008

Index - 1 of 1

IDC-Airfield Pavements Basic Contract

Grand Forks AFB, North Dakota

Specification Number Pages

01000 Technical Provisions/ Statement of Works 1

02220N Site Demolition 33

02763A Base Courses 38

02742N Hot Mix Bituminous Pavement 44

02753 Concrete for Airfields and Other Heavy Duty Pavements 54

02760 Field Molded Sealants for Sealing Joints in Rigid Pavement 122

02763A Pavement Markings 129

320119.61 Resealing of Joints in Rigid Pavement 142

320129.61 Partial Depth Patching of Rigid Pavement 150

JFSD 200821 Repair Spalls/Joint for Airfield Pavements Section 01000

Technical Provisions

1. SCOPE OF WORK:

1.1. Work to Be Done: The work consists of furnishing all plant, labor and materials to perform all work in strict accordance with these technical provisions and the project drawings.

1.2. Location: The site of the work is Grand Forks Air Force Base, ND.

2. PROJECT DESCRIPTION: The work to be performed includes but is not limited to the following:

2.1. Replacement of airfield pavement full slabs, spalls, and joint sealant over an area of airfield concrete pavements, as well as cracks in shoulder and runway asphalt. The airfield will remain active during the repair activities.

2.2. Working hours will be dependent of the area in which the work will take place.

2.2.1. Work taking place on the runway, runway overruns and

runway shoulders shall be accomplished at night (6PM to 6AM) and during weekends (Friday 6PM through Monday 6AM).

Prior to the end of each night shift, the area of work shall cleaned and all equipment, materials and personnel removed from runway, in preparation for daily flying activities.

2.2.2. Work taking place on the taxiways and aircraft

parking ramps shall be accomplished at the times stated in paragraph 12.3 of this section.

3. STANDARD TESTS, QUALITY, AND GUARANTEES:

3.1. Tests or trials to determine the effectiveness of performance of a completed assembly or fabricated system shall be made by the contractor, without cost to the Government.

3.2. All articles, supplies and equipment, parts, and assemblies thereof, of standard manufacturers or for which design requirements are not prescribed by these specifications shall be guaranteed against any failure in the proper use or operation caused by defective material, workmanship, or design for the full warranty time which is standard with the manufacturer and/or supplier.

3.3. The contractor shall deliver to the Contracting Officer one copy of manufacturer's standard warranty before final inspection of the facility.

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4. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST: Prior to any construction activity, the contractor shall initiate, prepare, and personally hand carry through an AF Form 103, Work Clearance Request.

The Base Civil Engineering Work Clearance Request must be approved by the Chief of Operations at Base Civil Engineering. Existing utility lines to remain in place, both Government-owned and private or leased, shall be protected from damage during excavation and backfilling. If damaged, lines shall be repaired in a timely manner by the contractor at no expense to the Government. A minimum of 72 hours should be allowed for agency response to contractor requests for identifying and marking buried utility line routes. The Construction Inspector will assist the contractor by providing points of contact, however, the sole responsibility for executing the digging permit and coordinating utility markings with the Civil Engineer shops/private utility companies is that of the contractor. The contractor shall provide drawings and details showing the exact location and description of the intended type of excavation. The contractor shall also stake and define the boundaries of all required utility locates. The contractor shall allow ten (10) working days for processing the digging permit between the various activities that must coordinate on the request.

The contractor shall provide the Construction Inspector with a copy of the completed AF Form 103 and shall maintain the coordinated AF Form 103 at the construction site. The contractor shall comply with all instructions for hand excavation and other methods of safeguarding the buried utilities. The contractor shall promptly repair any damage created by his/her work force or subcontractors to items indicated on the contract drawings or identified by the coordinating agencies, back to its original working condition. The contractor should take caution at the five (5) foot mark on any side of a utility pre-identified to the contractor. Mechanical digging shall not commence, within 5 ft of buried utility lines, until locations of those lines have been established and properly verified by hand digging. If the contractor damages the marked utility within this area, he/she is responsible for replacing the utility back to its original working condition. Work to repair the damaged utility will commence immediately and will continue uninterrupted until the utility is restored. If the contractor damages a utility that was not identified or is outside 5 feet either side of the utility marking, the contractor shall notify the CO and the Construction Inspector to determine the method of repair (i.e., in-house or by contract). If the damaged utility requires an outside source (e.g., someone to repair fiber optic lines) to accomplish the repairs, and the contractor is responsible for the damage, and the contractor shall be liable to pay for such repairs. The contractor shall provide a copy of the approved work clearance request to the construction management office prior to starting work.

5. POWER OUTAGES: Work shall be planned so that power outages will interfere as little as possible with base operations. Wherever possible, portions of the work that can be accomplished without a power outage will be done prior to outages. All materials, equipment, and labor required during a power outage shall be on hand before service is interrupted. Whenever outages are limited to weekends or holidays the contractor shall perform the work at such times as designated at no additional cost to the Government. The contractor shall make his outage request on copies of the form (Request to Base Civil Engineering for Electrical Service Interruption at Grand Forks AFB, ND). Forms are

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available at Civil Engineering, Building 410. The contractor will provide construction management a copy of the approved form.

5.1. Control of the base electrical system is the responsibility of the base Utility Superintendent (Bldg 418). All switching of electrical equipment/circuits must be approved by the base Utility Superintendent or his authorized representative. Work on de-energized high voltage lines or equipment is not permitted until the base Utility Superintendent or his/her authorized representative has issued a safe clearance procedure to the contractor foreman in accordance with AFI 32-1064.

6. FIRE REGULATIONS: Compliance with local, Air Force, and NFPA 241

(Safeguarding Building Construction and Building Operation) regulations are mandatory. Fire extinguishers rated and approved by the National Fire Protection Association; of sufficient size, type, and quantity to cope with all known hazards, will be available and provided by the contractor during the execution of this contract.

6.1. The primary contractor is responsible to have personnel properly trained in safe welding, cutting, open flame operations and specific requirements of AFOSH Standard 91-5 and CFR 1910 252.

This individual shall be certified in writing, by the installation Fire Department to issue the AF Form 592 for the duration of the contract. It shall be the responsibility of the primary contractor to coordinate all certification training instruction with the installation Fire Department.

6.2. Fire Protection, Detection, or Suppression Systems: Established systems shall remain operational to the maximum extent possible.

Systems in areas unaffected by this contract shall remain operational throughout contract duration.

7. INTERRUPTION TO UTILITIES: (Electric, water, heat, sewer, traffic, telephone, etc.,) will be coordinated 10 days prior to start.

Contractor shall provide an estimate of time duration to complete the task to the Contracting Officer. The contractor shall restore the utilities to service before leaving the site unless prior approval has been obtained by the base Utility Superintendent and the Contracting Officer. Whenever interruptions are restricted to weekends or holidays the contractor shall perform required work at no additional cost to the Government.

8. CONSTRUCTION MANAGEMENT STANDARDS:

8.1. GENERAL: For most construction project, the Base Civil Engineer will provide the contractor with the primary construction site.

Contractors shall have trailers only at that site.

8.1.1. Storage Area: All contractor storage shall take

place at designated storage area. No storage will be allowed on the project site. There are no alternate storage areas on base. The contractor may store materials and trailers off base at his/her own expense.

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8.1.2. A visually acceptable site at Grand Forks Air Force

Base is an important construction standard. Contractor’s trailers must follow the base paint standards; therefore, they are to be antique linen or white in color. The contractor shall maintain the trailers in good condition or must remove them. The contractor is responsible for the security of this property and general housekeeping of the area(s).

8.2. PLANS

8.2.1. Site Plan: Prior to starting the work, the

contractor shall submit site plans to the Contracting Officer for approval showing the layout and details of all temporary facilities used for this contact. The base approval authority, normally the Base Civil Engineer, must approve the plan. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas. Site photographs prior to the start of work may be included with the plan.

At completion of work, the contractor shall remove the facilities and restore the site to the original condition.

8.2.2. Dirt and Dust Control Plan: The contractor shall

submit truck and material haul routes along with a plan for controlling dirt, debris, and dust on base roadways. As a minimum, the plan shall identify the subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways. The plan shall be in accordance with section 14.8 of this specification.

8.2.3 Storm Water Pollution Prevention Plan: The contractor shall submit a plan in accordance with section 14.5

8.2.4 Erosion and Sediment Control Plan: The contractor shall submit a plan in accordance with section 14.13 of this specification.

8.2.5 Waste Disposal Plan: The contractor shall submit a plan in accordance with section 14.6 of this specification.

8.2.6 Spill Control Plan: The contractor shall submit a plan in accordance with section 14.12 of this specification.

8.2.7 Quality Control Plan (QC Plan): The contractor shall

prepare plan in accordance with sections 15.2-15.4 of this specification.

8.3. CONTRACTOR’S TEMPORARY FACILITIES

8.3.1. Administrative Field Offices: Contractor’s

administrative field office and storage trailers shall be in like new condition and the exterior must be clean and shall be white or antique linen. Contractor shall be responsible for all temporary utility connections to their

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trailers. Storage of material/debris under the trailers is prohibited. Only minimal storage (for short term work) will be allowed at the project site.

8.3.2. Dumpsters: Equip dumpsters with a secure cover and

paint the standard base color (tobacco brown). The cover shall be closed at all times, except when being loaded with trash and debris. Locate dumpsters behind the construction fence or out of the public view. Empty site dumpsters at least once a week, or as needed to keep the site free of debris and trash. If necessary, provide 208 liter (55 gallon) trash containers painted the darker base color to collect debris in the construct site area. Locate the trash containers behind the construction fence or out of the public view. Empty trash containers at least once a day. Large demolition normally requires a large dumpster without lids-these are acceptable, but shall not have debris higher than the sides before emptying.

8.3.3. Temporary Sanitation Facilities: All temporary sewer

and sanitation facilities shall be self-contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing. The exterior of the unit will match the base standard (antique linen), unless the facility is behind the construction fence or out of the public view.

8.3.4. Construction Site Clean Up:

8.3.4.1. The construction site must be kept clean and

free of debris. Clean up shall be performed at the end of each work day in conjunction with a complete general clean up at the end of the project.

8.3.5. Grass Cutting: Cut grass (or annual weeds) within

the construction and storage sites to a 4 inch height at least once a week during the growing season unless the grass area is not visible to the public. Trim the grass around the fences at times of grass cutting. Grass or weeds on stockpiled earth shall be maintained as described above.

9. UTILITY AVAILABILITY: All reasonable quantities of utilities (water and electricity) will be made available from existing outlets to the contractor without charge. The Government may not be held responsible for interruptions of utility service and will not be liable for contractor delays, damages, or increased costs occasioned by any such interruption of service.

10. CONTINUED USE OF FACILITIES: For occupied facilities that are a part of this contract the contractor shall ensure appropriate notification and coordination prior to task accomplishment with the building manager or housing resident. The contractor shall coordinate phasing of the

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work as described in paragraph 2, on the plans, or as approved through the Contracting Officer.

11. ADMINISTRATION REQUIREMENTS

11.1. CONTRACTOR PERSONNEL REQUIREMENTS

11.1.1. Subcontractors and Personnel: Furnish a list of

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

11.1.2. Supervision: Have at least one qualifying supervisor

capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

11.2. PRECONSTRUCTION CONFERENCE: After award of the contract but prior to commencement of any work at the site, the contractor shall meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

11.3. AVAILABILITY OF CADD DRAWING FILES: After award and upon request, the electronic “Computer Aided Drafting and Design (CADD)” drawings files will be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney’s fees and defense costs, arising out of or resulting from the use of these electronic files. These electronic CADD drawing files are not construction documents. Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files and the corresponding construction documents. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is

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responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

11.4. ELECTRONIC MAIL (E-MAIL) ADDRESS: The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access condition when emergency conditions warrant, such as blizzards, terrorist threats, etc.

Multiple email address will not be allowed. It is the Contractor’s responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office (s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

12. NOTIFICATION TO THE CONSTRUCTION MANAGEMENT OFFICE (CMO): The contractor shall notify CMO (747-4939) at least three days in advance of starting all work. This shall include, but is not limited to, notification when the initial work shall begin; when work shall resume after stoppage exceeding three work days; and when work shall begin following all specified exclusion periods. The official Notice to Proceed does not constitute sufficient notification to CMO that work shall begin.

12.1. Contractor Furnished Equipment Data: Approximately ten days prior to project final inspection the contractor shall furnish the following data to the Contracting Officer.

12.1.1. Equipment List: An itemized equipment list, showing

unit retail value and nameplate data including serial number, model number, size, manufacturer, etc., for all contractor furnished items of plumbing fixtures, mechanical equipment, and electrical equipment installed under this contract.

12.1.2. Guarantees: Provide a list of all equipment items

which are specified to be guaranteed accompanied by a copy of each specific guarantee. For each specific guaranteed item the list shall include the name, address and telephone numbers of the subcontractor who installed the item, the supplier or distributor and the manufacturer. The completion date of the guarantee period shall correspond to

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the applicable specification requirements for each guaranteed item.

12.2. Warranty Service Calls: The contractor shall furnish to the

Contracting Officer the names of local service representatives and/or contractors that are available for warranty service calls and who will respond to a call within the time periods as follows: 4 hours for emergency calls (heating, air-conditioning, refrigeration, air supply and distribution, critical electrical service systems and food service equipment) and within 10 days of written notice for all other systems. The names, addresses, and telephone numbers for day, night, weekend, and holiday service responses shall be furnished to the Contracting Officer and also posted at a conspicuous location in each mechanical and electrical room or close to the unit.

12.3. Work Schedule: Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor must make his/her request to the Contracting Officer three days in advance of his/her intention to work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

13. SUBMITTALS:

13.1. Material Submittals: After acknowledgment of Notice to Proceed the contractor shall submit to the Contracting Officer for approval four copies of manufacturer's data, catalog cuts, samples, or other information as required for the items on the Material Submittal Schedule and the Technical Provisions. No progress payments will be made until all material submittals are received or other arrangements have been made through the Contracting Officer.

13.2. Submittal Preparation: In preparing submittals it shall be incumbent upon the contractor to clearly and fully demonstrate that proposed materials, systems, or methods meet or exceed all applicable specific requirements of the Technical Provisions.

Whenever possible, parameters such as units of measurement, testing protocols and technical vernacular specified in the text will be those employed or referenced by the contractor or his agent in demonstrating compliance. When not possible, the contractor will clearly and fully demonstrate, by written notation, how other parameters, employed or referenced, compare with those specified.

13.3. Shop Drawing Submittals: Shop drawings, when required, shall consist of a complete list of equipment and materials, including manufacturer's descriptive and technical literature; performance charts and curves; catalog cuts and installation instructions.

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Shop drawings shall be prepared to graphically demonstrate proposed layout and anchorage of materials, equipment and appurtenances; and material/equipment relationships to other parts of the work including clearances for maintenance and operation. They shall also contain complete wiring and schematic diagrams; and any other details to graphically demonstrate that a system has been fully coordinated and will properly function as a unit. See Material Submittal Schedule.

13.4. Test Submittals: See Material Submittal Schedule for tests required.

13.5. As-Built Drawings:

13.5.1. Redline Markup Drawings. The contractor shall

maintain a separate set of awarded contract drawings (including modification changes to said set) at the project site marked up to fully indicate as-built (actual) field conditions for each aspect of the project. These drawings shall be modified in red ink to differentiate between field changes and original configuration regardless of the origin of change. The redline markup drawings shall be maintained in current status at all times according to actual site conditions. They shall be located in a common area accessible for inspection by the Construction Representative, and Contracting Officer. The redline markup drawings shall be neatly maintained, protected from soiling, and periodically approved by the Construction Representative for accuracy. The redline markups drawings shall be submitted 10 days before the final inspection for approval by the Contracting Officer and/or his/her representative. Upon approval the redline markup drawings shall be returned to the contractor.

13.5.2. As-Built Drawings. The contractor shall, at his own

expense, provide a qualified individual or firm to transfer all revisions from the redline markup drawings to the awarded drawings to create the as-built drawings. Upon completion of the transfer both the redline markup drawings and the as-built drawings shall be submitted to the Contracting Officer for approval. The contractor has 20 calendar days to create the as-built drawings beginning from the day the approved redline markup drawings are returned to the contractor. Work shall be accomplished in a professional manner and the quality standards set forth in the following paragraphs shall be met.

13.5.3. One complete set of full-size paper as-built

drawings, and one electronic set (AutoCAD .dwg format) of as-built drawings on a CD or DVD shall be provided by the contractor for each submittal requirement.(original or re-submittal)

13.5.4. Drawings, paper or electronic, shall comply with the

latest version of the A/E/C CADD Standard available at :

https://tsc.wes.army.mil/Products/standards/aec/default.asp Electronic drawings shall be created in model space at a

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https://tsc.wes.army.mil/Products/standards/aec/default.asp scale of one to one (1 to 1). A paper space layout will be set-up for each drawing. All X-references shall be attached and bound to each affected sheet. Drawings must open in the specified Auto Cad format and be ready to plot without manipulation of files, directories, or other encumbrances. No securities or safeguards that would prevent full control of any drawing will be installed.

Changes made or inserted shall be completely drawn in Auto Cad to depict changes. Clouding, notation, or photo insertion to indicate changes are not acceptable unless approved in advance and can only be used on rare occasions.

13.5.5. Electronic as-built drawings are to be delivered in

AutoCAD 2004 compatible format. The contractor shall provide one CD or DVD containing all drawings properly labeled including awarded original drawings that were not changed. Drawing names shall mirror the awarded original drawing names and identified on the index sheet and each page. Any changes to the number of sheets in the drawing set will require the renumbering /labeling of the entire set. All drawings in the set must be clearly distinguishable from construction drawings. The words “AS- BUILT” or “RECORD DRAWING” must be prominently displayed in the drawing area or inside the revisions block of the border. The CD/DVD must also contain a second drawing set electronically plotted to a raster media such as .TIFF, .PDF, or JPEG for fast viewing.

13.5.6. Projects affecting exterior elements such as site or

utility plans must comply with section 13.6.

13.5.7. The contractor shall present, format, and follow all

prescribed direction in this section to prepare as-built drawings regardless of how the awarded drawings, and all drawings incorporated by modifications, are formatted and presented to the contractor.

13.6. Geographic Information System (GIS) and Computer Aided Drafting and Design (CADD)

13.6.1. Deliverables for Design & Construction and Plans, Surveys & Studies Contract Services include, but are not limited to:

13.6.1.1. As-built drawings as required in paragraph 13.5

of this section.

13.6.1.2. Utility designs, plans, surveys and studies

13.6.1.3. Pavement, Grading, or Excavation plans

13.6.2. The contractor shall provide GIS deliverables in

the following format:

13.6.2.1. All locational (point, line, and polygon

feature(s)) data collected shall be delivered in ESRI-Arc/Info 9.1 format along with the original

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source files. The Geospatial files shall have an external spatial reference (.prj) file attached specifying the parameters of the coordinate system used (as provided by the government). All topologically correct geospatial data shall overlay on the installations latest orthorectified imagery provided by the government. All accuracy errors shall be reported to the contract program manager.

13.6.2.2. All graphic and non-graphic data will be

collected in the format defined by the CADD/GIS Technology Center’s Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE) release 2.6 (or the most current version available), except where modified by the Government. This standard can be found at:

http://www.sdsfie.org/SDSFIEHome/tabid/36/Default.asp x

13.6.2.3. The contractor shall provide a quality control

(QC) report that must state whether all inconsistencies in the data generated were corrected, or it must detail the remaining errors by case. The contractor shall utilize a topology build and clean routine to assure that there are no overshoots or undershoots in the line work, slivers or dangles in polygons, and that there is complete closure of polygons with a maximum fuzzy tolerance value of 10-9.

The quality report must identify the software (name and version) and satisfy these conditions:

13.6.2.3.1. The edges of all digitized vector data or

raster imagery must exactly match digitally with those of all adjacent maps.

13.6.2.3.2. The digital representation of the common

boundaries for all graphic features must be exactly the same, regardless of feature layer. Each feature within a theme must be represented by a single graphic element (e.g., polygon, line, or line string).

13.6.2.3.3. Lines and line strings which represent

the same graphic element must be continuous (i.e., not broken or segmented), unless that segmentation reflects a specific visual line type. Lines or line strings representing the same type of data must not cross except at intersections.

13.6.2.3.4. Polygons must be closed (i.e., the first

x- and y-coordinates must exactly match the last x- and y-coordinates). Each polygon must have a single unique centroid to which attributes (i.e., an attribute table) can be attached. Polygons of the same coverage must not overlap and must cover the area of interest completely (i.e., have no gaps in coverage).

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13.6.2.3.5. All graphic elements that connect must

exactly connect digitally, without overlaps or gaps.

13.6.2.3.6. Straight lines must be represented by

only the beginning and ending x- and y-coordinate points. Line strings must not cross back on themselves or be of zero length.

13.6.2.4. Feature Attributes: The contractor shall

identify the classification, type, size, location, ID number, and any other necessary attributes (specified by the Government) for all surveyed, mapped, designed, or proposed features.

13.6.2.5. All symbol libraries, font libraries, text

size, text format, and text placement shall be prepared in accordance with and conform to the Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE) Release 2 (or most current available).

13.6.2.6. The contractor shall not develop new libraries

without prior written approval from the Government.

13.6.2.7. The contractor shall provide metadata files for

all locational data produced under this contract.

The metadata file shall conform to the Federal Geographic Data Committee’s “Content Standard for Digital Geospatial Metadata, Version 2.0” (or latest version) found at:

http://www.fgdc.gov/metadata/csdgm/index_html. The output from AutoCAD 2004 or ESRI ArcGIS generator software shall be the standard format for all metadata files created under this contract. In addition, the metadata data shall be provided in ASCII text format. The digital metadata files shall be provided to the Government along with each final product deliverable, unless otherwise approved in writing by the Government.

13.6.3. The contractor shall provide CADD deliverables in the following format:

13.6.3.1. Point Features

13.6.3.1.1. Point features should be digitized as

points, not graticules, symbols or icons.

13.6.3.1.2. Do not use any symbol fonts to place

point features.

13.6.3.2. Line Features (including Contours)

13.6.3.2.1. Lines will be used to depict linear

features.

13.6.3.2.2. Lines should not be broken for text. For

ArcView/ArcInfo use, each line should be

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http://www.fgdc.gov/metadata/csdgm/index_html continuous within its own layer. This will ensure spatial query compatibility.

13.6.3.2.3. Lines should all be continuous, i.e. do

not create dashed lines with many small line segments. Instead, a dashed line font on a continuous line may be used.

13.6.3.3. Polygon Features

13.6.3.3.1. Area features (polygons) must always

close (e.g. no "C" shaped areas). For ArcView/ArcInfo use, each polygon must be closed and on its own feature.

13.6.3.4. Text Labels and Identifiers

13.6.3.4.1. Text Labels are not required for any

features

13.6.3.4.2. At a minimum, basic feature identifiers

for roads and buildings as listed in the Spatial Data Standards will be used

13.6.3.5. All graphic and non-graphic data will be

collected in the format defined by the CADD/GIS Technology Center’s Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE) release 2.600 (or the most current version available), except where modified by the Government.

This standard can be found at:

http://www.sdsfie.org/SDSFIEHome/tabid/36/Default.asp x

13.6.4. The survey data shall be collected in the following

matter:

13.6.4.1. The contractor shall use Global Positioning

Systems (GPS) for field data collection at an accuracy level in accordance with “Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy,” published by the Federal Geographic Data Committee (FGDC), dated July 1998. This standards document can be found at http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/chapter3

13.6.4.2. All Survey data collected shall be provided to

the Government in a digital format with an attached Survey Report identifying survey method, equipment list, calibration documentation, survey layout, description of control points, control diagrams, and field survey data.

13.6.4.3. A Survey Control Database (consisting of a

survey marker database and a survey traverse database) will be produced for all survey control points established under this contract, and delivered in a .dbf or ASCII comma-delimited format.

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13.6.4.4. The contractor shall use survey grade GPS, at

an accuracy level of +/- 2cm., when appropriate, to collect data to be overlaid onto the installation’s orthophotograph and/or base map.

13.6.5. The coordinate system shall be set up in the

following matter:

13.6.5.1. All survey measurements and established

coordinates shall be measured in feet, and sub-units of feet. The coordinate system for all survey data will be the North Dakota State Plane Coordinate System (North). The vertical datum will be North American Vertical Datum 1988 (NAVD 88). The horizontal datum will be North American Datum 1983 (NAD 83). Precise specifications of the North Dakota State Plane Coordinate System (North) are as follows:

13.6.5.1.1. Coordinate System: North

Dakota State Plane Coordinate System

13.6.5.1.2. Zone: North

13.6.5.1.3. Units: Feet

13.6.5.1.4. Projection: Lambert Conformal

Conic

13.6.5.1.5. Spheroid: Geodetic

Reference System 1980

(GRS80)

13.6.5.1.6. Origin Latitude: 47° 0 min, 0.00

sec W (47.0°)

13.6.5.1.7. Origin Longitude: 100° 30 min, 0.00

sec N Longitude (-100.50°)

13.6.5.1.8. Northern Standard Parallel: 48o 44 min,

0.00 sec (48.73)

13.6.5.1.9. Southern Standard Parallel: 47o 26 min,

0.00 sec (47.43)

13.6.5.1.10. False Easting:

1,968,500.00 feet

13.6.5.1.11. False Northing: 0.00 feet

13.6.5.1.12. Horizontal Datum: North

American Datum 1983

(NAD 83)

13.6.5.1.13. Vertical Datum: North

American Vertical Datum

1988 (NAVD 88)

13.6.5.2. The GIS data shall be delivered accordingly:

(Note: No deviations from the Government's established standards will be permitted unless prior written approval of such deviation has been issued by the Government. All linkages of non-graphical data with graphic elements, relationships between data objects and attributes, and report formats shall be maintained.)

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13.6.6. All data deliverables (plans, surveys, studies, imagery, designs, etc.) shall be in a digital (electronic information) format and shall be delivered in a format that is directly compatible with the CADD/GIS Technology Center’s Spatial Data Standards version 2.300 (or latest version available).

13.6.6.1. The following procedures must be performed

before a file is placed on the delivery media:

13.6.6.1.1. Include all files, both graphic and non-

graphic, required for the project. Make sure all files are in the same directory, and that references to those files do not include device or directory specifications.

13.6.6.1.2. Ensure all reference (external reference)

files are attached and without device or directory specifications.

13.6.6.1.3. Remove all extraneous graphics/text

outside the project border area, and set the active parameters to a standard setting (or the setting contained in the seed or prototype file).

13.6.6.1.4. Include any standards sheets

(abbreviations, symbols libraries, font libraries, color tables, pen tables, plot configuration files, user command files, etc.) necessary for a complete project.

13.6.6.1.5. Compress and/or reduce all files using

the appropriate utilities. A digital media copy of the decompression utility should be provided with the delivered data, if necessary.

13.6.6.2. The GIS data shall be delivered with in the

following Media:

13.6.6.2.1. CD-ROM: Digital Media must have an

external label listing format and version of the operating system on which the media was created (e.g. Windows 2000), utility (command) used for writing the files to the media, a short description of contents, and a sequence number if there are multiple volumes.

13.6.6.2.2. A transmittal sheet must accompany the

media containing the information included on the external labels, total number of volumes being delivered, and a list of file names and file descriptions on each volume. The transmittal sheet must also include instructions for reading, restoring, or transferring the files from the media, and certification that all delivery media is free

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of known computer viruses - including the name(s) of the virus scanning software and the date the virus scan was performed.

13.6.7. At the contractor’s request the Government will

provide the contractor with data and information concerning all necessary and pertinent functions and principal features of the identified project. These items will include:

13.6.7.1. The installation's latest georeferenced digital

planimetric data and/or base map in ESRI Arc/Info 9.0 format or best format available, with associated data files.

13.6.7.2. The installation’s latest orthorectified

imagery and specified geospatial parameters (coordinate system, datum, projection, distance units).

13.6.7.3. Any pertinent and necessary prototype or seed

files.

13.6.7.4. A copy of CADD/GIS Technology Center’s Spatial

Data Standards for Facilities, Infrastructure and Environment (SDSFIE) release 2.300 (or latest version) on CD-ROM.

13.6.7.5. A copy of “Geospatial Positioning Accuracy

Standards, Part 3: National Standard for Spatial Data Accuracy,” published by the Federal Geographic Data Committee (FGDC) in Adobe Acrobat Reader (.pdf) format.

13.6.7.6. Frequency settings for the Real-Time Kinematic

(RTK) GPS Base Station and the preferred GPS receiver specifications.

13.6.7.7. Any other data or schematics deemed necessary

for project completion, pending approval from the Government.

14. ENVIRONMENT PROTECTION:

14.1. Scope: The contractor shall perform all work in such manner as to prevent the polluting of air, water, or land, and shall follow all applicable federal, state, and local regulations and guidelines.

14.2. Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The publications referred to in the text by the basic designation only.

14.2.1. United States Environmental Protection Agency: EPA

832-R-92-005 Storm Water Management for Construction Activities

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14.3. Implementation: Within 20 calendar days after Notice to Proceed and prior to commencement of the work at the site, the contractor shall:

14.3.1. Submit in writing to the Contracting Officer (CO) the required plans for implementing the requirements for environmental pollution control specified herein. 319 CES/CEV must review and approve all plans submitted by the contractor.

14.3.2. Contractor shall follow EPA guidance 832-R-92-005

Storm Water Management for Construction Activities. Copies are available for review at Environmental Management Flight

(319 CES/CEV).

14.4. Preconstruction Survey: Prior to start of any on-site

construction activities, the contractor and the Contracting Officer's representative shall make a joint condition survey after which the contractor shall prepare a brief report indicating on a layout plan the condition of trees, shrubs, and grassed areas immediately adjacent to the site of the work and adjacent to his assigned storage area and access route(s) as applicable. This report will be signed by both the Contracting Officer's designated representative and contractor upon mutual agreement as to its accuracy and completeness.

14.5. Storm Water Protection Plan: Grand Forks Air Force Base has been issued a National Pollutant Discharge Elimination System (NPDES) permit for storm water runoff, permit number NDR02-0314. The contractor shall be responsible for strict adherence to the NPDES permit. The NPDES permit is available for contractor review at 319 CES/CEV, 525 6th Ave., Grand Forks AFB, ND. The contractor shall comply with applicable Federal, State, County, and Municipal laws concerning pollution of rivers and streams while performing work under this contract. Special measures shall be taken to prevent pollutants including rock, sand, sediment, dirt, chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters (this includes eliminating sediment from entering the storm drain inlets). Water used in on-site material processing, concrete curing, foundation and concrete cleanup, and other wastewaters shall not be allowed to reenter a stream if an increase in the turbidity of stream could result. A Storm Water Protection Plan must be submitted to the Contracting Officer prior to beginning work for review and approval by the CO and 319 CES/CEV. The Storm Water Protection Plan must identify all special measures proposed by the contractor to prevent storm water pollution.

14.6. Waste Disposal Plan: As part of his proposed implementation under paragraph 14.3 and prior to on-site construction, the contractor shall submit a Waste Disposal Plan to the Contracting Officer for review and approval by the CO and 319 CES/CEV for disposing of waste materials resulting from the work under his contract. This plan must include, but not limited to collection methods, securing the load, transportation, disposal site identification, and proof of disposal.

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14.6.1. GFAFB is a large quantity generator of hazardous

waste. All hazardous waste generated on GFAFB must be managed in accordance with large generator standards as specified in 40 CFR 262.

14.6.2. Hazardous wastes are hazardous substances as defined

in 40 CFR 261, or as defined by applicable State and local regulations. Examples of wastes commonly generated in construction activities include, but not limited to, spent solvents, paints, adhesives, lead-based paint abatement wastes, and fluorescent light tubes. Other wastes may also be hazardous, and if in doubt, obtain guidance from 319 CES/CEVP. Air Force policy requires all hazardous waste to be disposed through GFAFB DRMO IAW AFI 32-7042 (2.6.2). If the contractor wishes to use another hazardous waste hauler or disposal company a waiver must be applied for. All waiver requests must be coordinated through CEVP, with approval of the installation commander, HQ/AMC, and HQ

USAF/CEV.

14.6.3. The contractor shall comply with all applicable

requirements in the GFAFB Hazardous Waste Management Plan (HWMP), 319 SPTG Plan 463-XX. The GFAFB HWMP can be reviewed at the GFAFB Environmental Flight 319 CES/CEVP office. The HWMP covers the procedures that must be followed to properly accumulate, store, and turn-in hazardous waste at GFAFB.

14.6.4. The contractor shall coordinate accumulation, storage, and disposal of all hazardous wastes with 319 CES/CEVP. All hazardous waste manifests must be signed by the installation commander or an authorized representative from 319 CES/CEVP. The contractor may not sign hazardous waste manifests.

14.6.5. Containers used to accumulate; store, or transport

hazardous waste will be new/unused performance oriented tested containers that are marked with appropriate information showing they conform to UN standards.

14.6.6. Contractor shall accumulate no more than 55 gallons

of any one hazardous waste stream at a time. Once the 55-gallon limit has been reached the container will be labeled with the date the container was filled. The container must be moved to a 90-day accumulation site, turned in to DRMO, or shipped for disposal within three days of the date the container was filled.

14.6.7. Containers used to accumulate hazardous waste must be labeled with the contents of the container. 319 CES/CEVP must be notified of all hazardous waste accumulation to arrange for periodic inspection.

14.6.8. Used fluorescent tubes are hazardous waste and must

be turned in to the HAZMAT Pharmacy for recycling. Broken bulbs will be individually double bagged in plastic bags

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and taped shut (contact 319 CES/CEVP for additional guidance.)

14.6.9. Hazardous waste shall not be dumped onto the ground, into storm sewers, open watercourses, or into the sanitary sewer system.

14.6.10. All debris, waste, and excess construction material

shall be disposed of off base by the contractor at no cost to the Government. If any waste material is dumped in areas not permitted by the North Dakota Department of Health or the State of Minnesota, the contractor shall remove the material, dispose of the material in accordance with applicable technical provisions, and restore the area to the condition of the adjacent undisturbed areas. Where directed, contaminated ground shall be excavated, disposed of as approved, and replaced with suitable fill material, all at the expense of the contractor.

14.7. Salvageable Materials: Turn-in of salvageable materials, as identified in the plans and specs, shall be coordinated by the contractor with the Base Defense Reutilization and Marketing Office (DRMO), building 432 at Grand Forks AFB. Materials required for turn in shall be loaded, transported, and unloaded by the contractor unless otherwise specified. Material turn-in shall require contractor-preparation of AF Form 1348-1 (material turn-in). Assistance in preparing forms, identifying locations of on-base salvageable scrap metal stations, and other material disposition instructions will be rendered by the Construction Management Office. The material identified or proposed for recycling or salvage must be stated in the Waste Disposal Plan.

14.8. Dust Control Plan: The contractor shall comply with NDAC 33-15-

17-03, Reasonable Precautions for Abating and Preventing Fugitive Particulate Emissions, and maintain all excavations, stockpiles, access roads, waste areas, and all other work areas free from excess dust in accordance with NDAC 33-15-07-03. Approved temporary methods consisting of sprinkling or similar methods will be permitted to control dust. Dust control shall be permitted as the work proceeds and whenever dust nuisance or hazard occurs. The contractor shall be responsible for performing all dust control work in accordance with EPA 832-R-92- 005, Chapter 3. The methods the contractor will use to control dust in any areas affected by the project will be addressed in the Dust Control Plan. The Dust Control Plan must be submitted to the CO prior to beginning of work for review and approval by the CO and 319 CES/CEV.

14.9. Corrective Action: The contractor shall, upon receipt of a notice in writing of any noncompliance with the foregoing provisions, take immediate corrective action. If the contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs of damages

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by the contractor unless it was later determined that the contractor was in compliance.

14.10. Materials: Lead-based paint or asbestos-containing

materials shall not be used. The materials which the contractor delivers to the Government shall be in compliance with applicable Federal, State, County, and municipal…