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SABER Solicitation FA2517-08-R-5002

01 00 01-1 03/24/09

SECTION 01 00 01

PETERSON AIR FORCE BASE

SPECIFIC REQUIREMENTS

PART 1 GENERAL

1.1 LOCATION

1.1.1 This section contains requirements applicable to Peterson Air Force Base (PAFB).

1.2 DESIGN STANDARDS

1.2.1 Most current edition.

1.2.1.1 Facilities Excellence Plan

1.2.1.2 CECC Design Guide

1.3 WORK CLEARANCE REQUEST

1.3.1 The Contractor shall obtain and process an AF Form 103, Base Civil Engineer Work

Clearance Request, for each task order (project). The Contractor shall go to the work order service desk (Self Help, Building 1322) in order to start the AF Form 103, and then they shall coordinate with the other base organizations to properly complete the form and get it approved. One copy of the approved AF Form 103 shall be provided to the SABER project inspector prior to commencement of any work for the project.

1.3.1.1 In all cases the Contractor shall have contingency plans for continuing work during utility outages caused by the Contractor or outside forces. The plan must also include procedures for promptly repairing utility breaks/interruptions made or caused by the

Contractor.

1.3.1.2 Contractor shall be responsible for contacting utility owners to coordinate work, identify, locate, and mark all utility lines in the vicinity of the project work site

(commercial and military utility lines). The Contractor will be required to mark the limits of site work/excavation to indicate location, direction, length, and depth of site work/excavation in order to facilitate the utility owner’s field marking of existing utilities.

1.3.1.3 The Contractor shall provide, as attachment to the AF Form 103, drawings showing exact location and description of the work to be accomplished. Should any of the coordination points indicate additional utility lines or structures to those already shown on the drawings, by sketch on the Contractor's drawing or by field location marking, the Contractor shall be responsible for the protection of each of the indicated items. It is the responsibility of the Contractor to verify the exact location of all indicated utility lines and structures, and for the protection of the same, in the project work area. Should damage occur to any utility line or structure, the Contractor shall be responsible for the prompt repair of the damage to return the item to its original working condition.

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1.4 ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES

1.4.1 The Contractor shall not disturb electrical and/or communications facilities and wiring not discussed in the statement of work (SOW) or drawings. Where such facilities require removal for accomplishment of the project work, the Contractor shall notify the

Contracting Officer (CO) in writing at least seven calendar days in advance of the requirement, for the accomplishment of such removal work by the Government. The

Contractor shall allow the utility owner to remove the systems required. If the lines are damaged by the contractor’s construction activities, the Contractor shall restore service within 24-hours with no cost to the Government.

1.5 CONDITIONS OF WORK:

1.5.1 Disruptions

1.5.1.1 The Contractor shall perform his work in a manner that will minimize disruption to normal PAFB operations.

1.5.1.2 Disruptions to sprinkler or alarm systems in excess of 4 hours will be either the evacuation of the building or fire watch.

1.5.2 Area Of Work

1.5.2.1 The Contractor will be allowed a reasonable working area when possible.

1.5.3 Regulations And Policies

1.5.3.1 The Contractor shall comply with all applicable Peterson AFB regulations pertaining to safety, health, security, traffic control, fire prevention, and environmental protection.

1.6 ROUTE

1.6.1 Only that route designated by the Contracting Officer for each task order shall be utilized by the Contractor for access to the work site. The use of an existing elevator shall be arranged prior to use through the CO and subject to his controls. Such use will be of an intermittent and temporary nature. The Contractor shall provide and maintain suitable and adequate protective covering for the elevator machinery, the hatchway entrance, and the interior of elevator during any period of temporary usage. In no case shall the load exceed the rated capacity of the elevator.

1.7 HISTORICAL PRESERVATION

1.7.1 Any work in the Peterson AFB Historic District (Buildings 979, 980, 981, 982, and 999) must be coordinated with the Peterson AFB Environmental Office.

1.8 NATURAL RESOURCES AND WILDLIFE IMPACTS

1.8.1 All construction projects should be carried out in such a manner as to minimize adverse impacts to the environment. No wildlife or animal nesting site should be impacted by construction activity without first consulting with the Contracting Officer and the 21

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CES/CEANQ Natural Resource Manager. If any wildlife is encountered during the project, all practical efforts will be made to avoid additional disturbance of the animal’s normal routine or nesting activity.

1.8.2 All impacts to waterways or drainages should be kept to minimum area, and as short of a time duration as practical. Proper Best Management Practices will be utilized to minimize erosion and control sedimentation. Any impacts to wetland areas will be confirmed with the 21 CES/CEANQ Natural Resource Manager in advance to confirm all proper permits have been obtained.

1.8.3 Control of pests or nuisance species will be coordinated through the Contracting Officer and appropriate 21 CES/CEOE personnel prior to application of any pesticide, or chemical control agent. Trapping or removal of any nuisance species will be also be coordinated with the 21 CES/CEOE Office.

1.8.4 Any questions regarding impacts to installation natural resources, wildlife or wildlife habitat should be directed through the proper contracting chain of command to the 21

CES/CEANQ, Natural Resource Manager, at 556-9328.

1.9 POTABLE WATER

1.9.1 Potable water lines damaged during construction - The contractor must notify the 21

AMDS/SGPB immediately at Peterson AFB, extension 556-7721. The contractor shall disinfect all water lines that do not remain full of water under pressure. Disinfection shall be in accordance with American Water Works Association Standard 601 (which is hereby incorporated as referenced) and shall not be complete until two consecutive days bacterial samples (taken and analyzed at the contractor’s expense) show no contamination.

Bacteriological samples shall be analyzed by a laboratory certified by the State of

Colorado.

1.10 FILL MATERIALS

1.10.1 Excess fill materials, including rock, gravel, broken concrete or asphalt, etc., shall be removed from base grounds and disposed of in accordance with applicable state and local regulations. Excess fill shall not be disposed of in any 100-year floodplain as regulated by the County Land Use Department.

1.10.2 Additional fill material shall be imported and delivered to the site from off the base grounds as a necessary part of the work. Material composition shall be subject to the requirements of section 31 23 00, Excavation And Fill, in this specification.

1.11 CONTRACTOR VEHICLES

1.11.1 The company name shall be prominently displayed on all Contractor vehicles operated on

PAFB. The Contractor may obtain entry passes for vehicles needed to transport materials and equipment at PAFB Visitors Center, located at the West Gate (Airport Road). The

Contractor will be required to present proof of insurance, drivers license, vehicle registration, and other documentation as needed to obtain vehicle entry pass. Entry to the restricted areas of PAFB will require a vehicle pass (for flight line) and additional clearances (i.e. for personnel). All material delivery trucks and concrete trucks requiring

01 00 01-4 03/24/09 access on PAFB will be required to access PAFB will have to enter through the East Gate

(Marksheffel Rd) vehicle inspection station. Those drivers will use their bill of laden, proof of insurance, driver’s license, and vehicle registration to gain access.

1.12 CONTRACTOR STORAGE/LAYDOWN YARD

1.12.1 Security shall be the responsibility of the Contractor. To the extent possible, the

Contractor is encouraged to use the Task Order job site for staging materials. The

Contractor is advised that an off-base storage/staging area may be useful for execution of some Task Orders. The Contractor Laydown Yard has no fence to secure contractor materials. The Government has no liability for materials or equipment that becomes lost or damaged.

1.13 AIRFIELD AND AIRSPACE OBSTRUCTION

1.13.1 Due to the airfield near Peterson AFB, the Contractor shall perform all work so as not to violate imagery surfaces defined in Federal Aviation Agency (FAA) Regulations Part 77

(1 Jan 92). In addition, work-producing emissions that would interfere with pilot vision or otherwise impair aircraft operations including communications/navigation must be controlled. See section 01 35 00 for additional guidance.

1.13.1.1 All work on military ramps and/or hangars shall be coordinated through Base

Operations, the Peterson Airfield Management Office (PAMO). Work on runways, taxiways, clear zones, and primary surfaces is normally accomplished by City Airport

Operations. Military contracts requiring work in these areas must be coordinated through the PAMO as early as practical.

1.13.1.2 In addition to the requirements of 01 35 29, certain safety precautions shall be adhered to at Peterson. Hats on the Flightline are prohibited unless working in a hardhat area.

Base Operations will coordinate procedures to disseminate weather warnings to the contractor work site. The Contractor shall comply with Air Force safety standards during weather warnings.

1.13.1.3 No contractor vehicles, equipment, or personnel shall be on or crossing any active runway, taxiway, clear zone, or primary surface area without prior coordination through the PAMO. The PAMO must clear such activity through the City Airport

Operations Office prior to any contractor activity within those areas. Any work requiring a breach in Peterson Flightline security, i.e., work on the perimeter fence, must be repaired (temporary or permanent) by the end of each workday to ensure restoration of Flightline security. Such security breaches will be briefed daily to Base

Operations.

1.13.1.4 The contractor shall submit a written request for the use of crane equipment at least 60 calendar days prior to the use of said equipment to 21 CES/CEPM for processing to the

FAA. The request shall contain the dates of use, the height of the equipment, and the location of use. Requests covering a block of time may be submitted with the understanding that the time for FAA review may be longer than normal. Time frames of a week or less are considered normal.

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1.14 CONSTRUCTION FENCING

1.14.1 Six foot high chain link construction fencing shall enclose all exterior construction sites.

Construction tape and plastic fencing are not allowed.

1.15 UTILITY OUTAGES

1.15.1 The Contractor shall obtain and process a Scheduled Utility Outage/Road Closure

Checklist form for each utility outage or road closure. The Contractor shall go to the work order service desk (Self Help, Building 1322) in order to start the process. The completed form shall be provided a minimum of thirty (30) calendar days prior to the outage/closure.

1.15.2 Where orange construction cones are needed to control or direct traffic as part of a TO, they must be clean and orderly aligned in all situations.

1.16 FINAL AS-BUILTS

1.16.1 At project completion, submit one (1) electronic copies on CDs in AutoCAD file format

(*.dwg) and in Adobe Acrobat file format (*.pdf) as detailed in subsequent paragraph

“As-Built Deliverables”. As-builts will only contain data applicable to the project. All

Government Furnished materials (GFM) data that doesn’t contain project work will be removed from the drawing files. All work will conform to

1.17 AS-BUILT DELIVERABLES

1.17.1 Delivery Specifications

1.17.1.1 All as-built drawings shall be delivered on a CD/DVD-ROM in *.DWG and *.PDF formats. The *.PDF file shall be condensed into a single file with the multiple pages.

The Contractor shall submit one (1) CD/DVD-ROM. The *.DWG file delivered shall be created in AutoCAD 2007 or newer version. The *.PDF file delivered shall be created in Adobe Acrobat 8.0 or newer version. A PCO.TXT file shall contain a valid

POC for questions about the file and shall be included on a CD/DVD-ROM.

Topographic survey data shall also be delivered on a CD/DVD-ROM in a *.CSV format. (Preferably PNEZD – comma delimited format). Accuracy level of data provided shall be +/- .02 foot. All projects shall clearly indicate survey site control

Basis of Bearings statement with the control monuments used to establish that control.

All plans shall reflect mean combination ground to grid factor, be printed upon any calculation sheets anytime ground (modified) State Plane Coordinates are used, and be noted in the bearing source statement. Digital media must have an external label listing the name of the project and contract number and the words “As-Built Record

Set”. The folder shall contain drawings, indexes and X-REF files related to all as-builts.

A drawing called BINDED.DWG shall be created. This drawing shall be bound and have no external references. Final As-Built Preparation for *.DWG files.

1.17.1.2 The following procedures must be performed before a file is placed on the delivery media: When opened, the drawing shall be seen exactly as it should be plotted. 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

01 00 01-6 03/24/09 directory specifications. Ensure all reference (external reference) files are attached and without device or directory specifications. 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). 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. 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. All files shall be purged and all Xrefs shall be included. All *.CTB and *.PC3 files shall be supplied if used on the project.

1.17.2 As-Built Specifications

1.17.2.1 As-builts shall be designed and delivered in NAD 1983, STATE PLANE Colorado

COORDINATE SYSTEM (East/Central/West). As-builts shall conform to the A/E/C

CAD Standards version 3.0 or newer version. The Industry Standard model file and sheet naming conventions, consisting of a Discipline/Code Designator, Drawing Type

Code, Sheet Type Code/Designator, and Sheet Sequence Identifier shall be used for all submissions – diagrams of this naming convention can be found in the A/E/C/ CAD

Standards version 3.0 or newer version. Where layers aren’t specified, the National

CAD Standard will be used. All submittals shall include any6 standards sheets

(abbreviations, symbols, fonts, etc.) necessary for a complete project, and document any nonstandard fonts, tables, symbols, etc. that are used. Decimal units will be used for all exterior drawings (site plans, utilities, etc.) Architectural units will be used for all exterior drawings (site plans, utilities, etc.) Architectural units will be used for all interior drawings (within five (5) foot of the structure). Acceptable drawing scales depend on the type of drawing and the size of area the drawing encompasses – A detailed description of which drawing scale to select can be found in the A/E/C/ CAD

Standards version 3.0 or newer version.

a. Title Blocks

(1) The contract number and the specification number (if available) shall be shown on all sheets. “RECORD DRAWING” shall be added below the title block on all sheets. All modifications to the contract shall be posted in ascending order. The top line of the revision box shall state “REVISED TO SHOW AS-BUILT

CONDITIONS” and dated. All modifications to all plans, sections, or details, shall have a modification number placed in the revision box under column entitled

“Symbol”. The statement “GENERAL PROVISIONS” may be used when applicable. The date to be added in the revision box for modifications is found in

Block 3 of Form SF-30. Cover Sheet shall have Contract Award Set changed to As-

Built Record Set with month & year completed. Month and year completed shall also go in the date box in the title block. There shall be no separate dates.

b. Documentation Layout Tab (Metadata)

(1) A “DOCUMENTATION” layout tab shall be included in every .dwg file. A

“Documentation” layout tab shall include the following (unless this information is stated on another layout in the same .dwg file or is not applicable) drawing index per discipline, any deviations, special notes, plotting instructions and explanations unique to this drawing. Include a brief description of work performed, name and contact information of the person and company or organization responsible, the date the data was entered and any applicable references (project name and number, work order number and description, etc).

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c. Procedures for Posting Modification Changes to Drawings

(1) Follow directions in the modification for posting descriptive changes. A modification Circle shall be placed at the location of each change. The highest modification number on the sheet should be shown in the modification circle in the

“DATE” and DRAWING CODE” boxes of the Title Block. For all new details or sections that are added to a drawing, place a Modification Circle by the detail or section title. For changes to a drawing, place a Modification Circle by the title of the affected plan, section or detail titles (each location). For changes to schedules on drawings, a Modification Circle shall be placed either by the schedule heading or by the change in the schedule. The Modification Circle size shall be 1/2-inch diameter unless the area where circle is to be placed is crowded. User smaller size circle for crowded areas.

d. Word Abbreviations

(1) Abbreviations shown on the abbreviation sheet shall be used to describe all work items. Additional word abbreviations, not found on the abbreviation sheet but necessary to describe the work, shall be properly identified and incorporated with the other standard word abbreviations.

e. Legend Sheets

(1) Symbols, which conflict with those on the original contract legend sheet, shall not be used. Additional symbols necessary to depict any additional work items shall be properly identified and added to the legend sheet or supplemental legend. Those projects that do not have legend sheets may use supplemental legends on each sheet where symbol is shown.

f. Contractor Shop Drawings

(1) Contractor shop drawings, which supersede data on the contract plans and/or additional drawings, prepared by the Contractor, shall be incorporated into the As-

Built Drawings. Design plans prepared by Contractor shall include the designer’s name on the As-Built Drawings.

g. Indexing of Drawings

(1) If drawings are added to the portfolio of drawings to depict as-built conditions, the index of drawings shall be revised accordingly.

h. Government Furnished Materials

(1) The Government shall provide the Contractor with data and information concerning all necessary and pertinent functions and principal features of the identified project.

These items may include: The installation’s latest georeferenced digital planimetric data and/or base map in AutoCAD format or best format available, with associated data files. The installation’s most current orthorectified imagery and its geospatial parameters (coordinate system, datum, projection, distance units). Any pertinent and necessary prototype or drawing template files and standard Title Blocks.

i. Government Review

(1) Contractor will submit preliminary As-Builts at 50% project completion for review.

The Government shall review the submitted data and provide comments as needed to ensure long term as-built success is achieved. The Contractor will submit final as-builts prior to project closeout for review/acceptance. Upon receipt of a complete submittal, the Government shall conduct a quality review and notify the

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Contractor within 10 days of acceptance (along with any stipulations this includes) or rejection of the deliverables described herein. Failure to adhere to any of the stated delivery specifications could result in rejection of deliverables and nonpayment. Missing or incomplete items shall be documented and forwarded to the Contractor for completion. Any questions regarding data collection efforts, deliverable formats or specifications should be addressed to the 21 CES/CEPT

(719) 556-1421 through the Contracting Officer.

1.18 DRAFTING STANDARDS ORIENTATION

1.18.1 Contractor Drafting Staff will attend 21 CES/CEPT Drafting Standards Orientation training prior to first delivery order/project award. The Contractor will be given electronic and printed copies of the 21 SW Requirements document. All published GFM will be adhered to throughout the contract performance.

1.19 LAYING OUT WORK

1.19.1 Layout

1.19.1.1 The Contractor shall verify dimensions and elevations indicated in layout of work.

Discrepancies between drawings, specifications and existing conditions shall be referred to the Contracting Officer in writing before work affected is performed. Failure to make such notification shall place responsibility upon the Contractor to carry out work in satisfactory, workmanlike manner at no additional cost to the Government.

Any duplication of work made necessary by failure or neglect on the Contractor’s part to comply with this function shall be done at his sole expense.

1.19.2 Field Dimensions

1.19.2.1 The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Government. Measurements shall be verified by actual observations at the construction site, and the Contractor shall be responsible for all work fitting into place in a satisfactory and workmanlike manner meeting the approval of the Contracting

Officer.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION – Not Used

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