Attachment 1 - Tech Provisions.pdf

8Stanley Consultants, Inc. 2005 00001.doc

Project Manual for

JFSD 200352

Grand Forks Air Force Base Repair Electric Lines Base Supply To CE Complex

Grand Forks Air Force Base Grand Forks, ND

April 2005

PROJECT TABLE OF CONTENTS - 1 April 2005

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01000 STATEMENT OF WORK

DIVISION 02 - SITE CONSTRUCTION

02300 EARTHWORK

02564 PAVEMENTS FOR SMALL PROJECTS

02922 SODDING

DIVISION 16 - ELECTRICAL

16272 THREE-PHASE PAD-MOUNTED TRANSFORMERS

16273 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

16375 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

16520 EXTERIOR LIGHTING

-- End of Project Table of Contents --

01000 - 1 of 36 JFSD200352

FEBRUARY 2009

Repair Electric Lines Base Supply to CE Complex

Technical Provisions

Section 01000

1. SCOPE:

1.1. Work to Be Done: The work consists of furnishing all plant, labor and materials to perform all work in strict accordance with plans and specifications and terms of the contract.

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. New electrical distribution facilities:

2.1.1. Replace overhead power line from the substation to Tuskegee Airmen Blvd with new underground primary. The new line shall be routed to minimize any visual impact to the public.

2.1.2. Provide a connection between the existing distribution system and the new line as required. Maintain existing switching functions in pad mounted form.

2.1.3. Replace existing street lights with new fixtures on steel poles to match base standard.

2.1.4. Provide extra ducts as required for future use. Transfer existing riser conductor to elbow connections in switched and junction boxes as noted on drawings.

2.2. The above general outline of principle features does not in any way limit the responsibility of the contractor to perform all work and furnish all plant, labor, and materials required by specifications and contract drawings. In addition to other safety codes and manuals referenced in the contract documents, all work must be performed in accordance with applicable Occupational Safety and Health Administration (OSHA) regulations and industry accepted safe practices.

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 provide a minimum one year warranty on all work performed. A copy of the warranty and manufacturers warranties shall be submitted to the Contracting Officer before final inspection of the facility.

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, building 418. 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

01000 - 2 of 36 JFSD200352 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 fourteen

(14) 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.

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 (Power & Utility Outage Worksheet). Forms are available at Customer Service, building 418..

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 an individual 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. Contractor/user must post a fire guard for twenty-four (24) hours (or certifies the facility fire safe) after welding, cutting and open flame operations in facilities when the following situations apply:

6.2.1. Fire detection/sprinkler systems cannot be returned to service.

6.2.2. Fire detection/sprinkler systems do not exist.

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6.3. 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. Interruption (disconnection) of systems shall be:

6.3.1. Coordinated (7) seven days in advance with the Contracting Officer and the Base Fire

Department.

7. INTERRUPTION TO UTILITIES: Shall (Electric, water, heat, sewer, traffic, telephone, etc.,) be coordinated 10 days prior to start. The 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: The Base Civil Engineer will provide the contractor with the construction site.

Contractors shall have trailers only at that site.

8.1.1. Storage Area: All contractor storage shall take place at the job site and will be properly screened and secured. There are no alternate storage areas on base. The contractor may store materials and trailers off base at his/her own expense.

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.

8.2.3. Health & Safety Plan: The contractor shall submit a complete health and safety plan for the proposed work. Plan/Program shall be in compliance with EM 385-1-1, OSHA, 29

CFR 1910, and other occupational health and safety requirements of the contract. Plan shall provide a detail description of procedures to comply with health and safety requirements.

8.3. CONTRACTOR’S TEMPORARY FACILITIES

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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 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 and Safety Fence:

8.3.4.1. The construction site must be kept neat, 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.

8.3.4.2. A safety fence will enclose those areas not within the construction fence. The safety fence will match the base standard (Federal Color Standard #23531) (or bright orange where it protects excavated areas), high density polyethylene grid or approved equal, a minimum of 1.1 m (42 inches) high, supported and tightly secured to steel posts located on minimum 3 m (10 feet) centers. The contractor must remove the fence from the work site upon completion of the contract.

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

9.1. A centrally located water filling station for contractors is located at Facility 537. Government provided water is only available at this location. For more information regarding filling station contact designated construction inspector.

9.2. The contractor shall modify source points to meet specific needs for utility use.

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

11. ADMINISTRATION REQUIREMENTS

11.1. CONTRACTOR PERSONNEL REQUIREMENTS

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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. Contractor shall submit a letter to the CO designating site superintendent/project manager for the duration of contract.

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 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

01000 - 6 of 36 JFSD200352 own organization including field office (s). The contractor shall promptly notify the

Contracting Officer, in writing, of any changes to this e-mail address.

12. NOTIFICATION TO THE CONSTRUCTION MANAGEMENT OFFICE (CMO): The contractor shall notify CMO (747-4939) at least seven 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. Warranty: Provide a list of all equipment items which are specified to be warranted accompanied by a copy of each specific warranty. For each specific warranted 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 warranty period shall correspond to the applicable specification requirements for each warranted item.

12.1.2.1. 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.

12.2. 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 The Contractor shall make available in a timely manner, any permits, reports, or general performance data required in the PWS/SOW.

The contractor shall also mark any/all proprietary information in the records submitted to the Air

Force/government for Freedom of Information Act purposes.

The contractor shall create, handle and maintain records for the Air Force, on CD ROM and paper as neccessary in accordance with the requirements established in AFRIMS Records Disposition

Schedule (RDS), AFI 33-322, Records Management program, AFI 33-364, Records Disposition

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Procedures and Responsibilities, and AFMAN 33-363, Management of Records. Full text versions of these publications are available for download at http://www.epublishing.af.mil

The contractor’s records person should attend Records Management Orientation Training conducted by the Base Records Manager. Inquiries as to the specific actions necessary to meet the requirements established in the above referenced publication may be directed to the GFAFB

Records Management Office at (701) 747-6693or 319th CS/SCOK, Bldg 314, GFAFB, ND, 58205-6436.

13.2. Material Submittals: After acknowledgment of Notice to Proceed, the contractor shall submit to the Contracting Officer for approval four hard 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 and one electronic copy of the same information. No progress payments will be made until all material submittals are received or other arrangements have been made through the Contracting Officer.

13.3. Submittal Preparation: All submittals shall be accompanied with a signed AF 3000. 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.

13.4. 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. 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.

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

13.6. Photographs: Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the

Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

13.7. Project Schedule: Prepare for approval a Project Schedule, as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the contractor proposes to perform the work and dates on which the contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of design and construction is the responsibility of the contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project http://www.epublishing.af.mil/

01000 - 8 of 36 JFSD200352 shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool. Use the approved Project

Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the contractor fails to submit any schedule within the time prescribed, the

Contracting Officer may withhold approval of progress payments until the contractor submits the required schedule.

13.7.1. Construction Schedule: Prior to the start of work, prepare and submit to the

Contracting Officer for acceptance a construction schedule in the form of a

Critical Path Method (CPM), Network Schedule in accordance with the terms in

Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

13.7.2. Equipment Delivery Schedule:

13.7.2.1. Initial Schedule: Within 30 calendar days after acceptance of the proposed construction schedule, submit for Contracting Officer acceptance a schedule showing procurement plans for materials and equipment. Submit in the format and content as prescribed by the Contracting Officer, and include as a minimum the following information:

13.7.2.1.1. Description

13.7.2.1.2. Date of the purchasing order

13.7.2.1.3. Promised shipping date

13.7.2.1.4. Name of the manufacturer or supplier

13.7.2.1.5. Date delivery is expected

13.7.2.1.6. Date the material or equipment is required, according to the current construction schedule

13.7.2.2. Updated Schedules: Update the construction schedule and equipment delivery schedule at monthly intervals or when the schedule has been revised.

Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation or the delivery dates as directed.

13.8. As-Built Drawings:

13.8.1. Redline Markup Drawings: The contractor shall revise 2 sets of paper drawings by red-line process to show the as-built conditions during the duration of the project. These working as-built marked drawings shall be kept current on a weekly basis and at least one set shall be available on the jobsite at all times.

Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Final as-built drawings shall be prepared after the completion of each definable feature of work (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The working as-built marked prints and final as-built drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the contractor prior to submission of each monthly pay estimate. If the contractor fails to maintain the working and final as-built drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the as-built drawings.

This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the contractor regarding the accuracy and completeness of updated drawings. The working and final as-built drawings shall show, but shall not be limited to, the following information:

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13.8.1.1. Utilities: In addition to record drawings provide for each exterior utility system a set of reproducible utility drawings, stamped and signed by a registered professional civil engineer or professional land surveyor, and two copies. Submit within ten working days after each system is in place, but no later than five working days before final inspection. Indicate exterior utilities from a point five feet from a building to the termination point or point of connection to existing system. Include the following:

13.8.1.1.1. Horizontal and vertical controls for new

utilities and existing utilities exposed during construction. Reference to station's horizontal and vertical control system.

13.8.1.1.2. Sufficient dimensional control for all

important features such as beginning and termination points, points of connection, inverts for sewer lines and drainage collection systems, top of pipe or conduit runs, manholes, cathodic protection appurtenances, valves, valve stem tops, backflow preventers, and other significant features.

13.8.1.1.3. Indicate type and size of all materials used

in the construction of the system.

13.8.1.1.4. Indicate bearing and distance on tangent

lines. On curves, indicate delta and radius of the curve, also provide X, Y, and Z coordinates at all

BC and EC angle points. Indicate horizontal and vertical control for all intersecting and tangent points where utility alignment changes. Indicate

X, Y, and Z coordinates at building line and point of connection for straight building laterals or services under 40 feet.

13.8.1.2. The location and dimensions of any changes within the building structure.

Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

13.8.1.3. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

13.8.1.4. Changes or modifications which result from the final inspection.

13.8.1.5. Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints.

13.8.1.6. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

13.8.1.7. Systems designed or enhanced by the contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

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13.8.1.8. Modifications (change order price shall include the contractor's cost to change working and final as-built drawings to reflect modifications) and compliance with the following procedures.

13.8.1.8.1. Directions in the modification for posting

descriptive changes shall be followed.

13.8.1.8.2. A Modification Circle shall be placed at the

location of each deletion.

13.8.1.8.3. For new details or sections which are added

to a drawing, a Modification Circle shall be placed by the detail or section title.

13.8.1.8.4. For minor changes, a Modification Circle

shall be placed by the area changed on the drawing (each location).

13.8.1.8.5. For major changes to a drawing, a

Modification Circle shall be placed by the title of the affected plan, section, or detail at each location.

13.8.1.8.6. For changes to schedules or drawings, a

Modification Circle shall be placed either by the schedule heading or by the change in the schedule.

13.8.1.8.7. The Modification Circle size shall be 1/2

inch diameter unless the area where the circle is to be placed is crowded. Smaller size circle shall be used for crowded areas.

13.9. Final As-Built Drawing Preparation:

13.9.1. 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.

13.9.2. Preparer Qualifications: 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.

13.9.3. Drawing Requirement: 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.

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 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 https://tsc.wes.army.mil/Products/standards/aec/default.asp

01000 - 11 of 36 JFSD200352 insertion to indicate changes are not acceptable unless approved in advance and can only be used on rare occasions. 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.

13.10. REAL PROPERTY RECORD: Near the completion of Project, but a minimum of 15 days prior to final acceptance of the work, complete, update draft attached to this section, and submit an accounting of all installed property on Form DD1354 "Transfer and Acceptance of

Military Real Property." Contact the Contracting Officer for any project specific information necessary to complete the DD Form 1354. For information purposes, a blank DD Form 1354 (fill-able) in ADOBE (PDF) may be obtained at the following web site:

http://www.dtic.mil/whs/directives/infomgt/forms/eforms/dd1354.pdf Submit the completed

Checklist for Form DD1354 of Government-Furnished and contractor-Furnished/contractor

Installed items. Attach this list to the updated DD Form 1354. Instructions for completing the form and a blank checklist (fill-able) in ADOBE (PDF) may be obtained at the following web site: http://www.hnd.usace.army.mil/techinfo/UFC/UFC1-300-08/UFC1-300-08.pdf.

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

(CADD)

13.11.1. Deliverables for Design & Construction and Plans, Surveys & Studies Contract

Services include, but are not limited to:

13.11.1.1. As-built drawings as required in paragraph 13.5 of this section.

13.11.1.2. Utility designs, plans, surveys and studies

13.11.1.3. Pavement, Grading, or Excavation plans

13.11.2. The contractor shall provide GIS deliverables in the following format:

13.11.2.1. All locational (point, line, and polygon feature(s)) data collected shall be delivered in ESRI-Arc/Info 9.2 format along with the original 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.

13.11.2.2. 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.aspx http://www.dtic.mil/whs/directives/infomgt/forms/eforms/dd1354.pdf http://www.hnd.usace.army.mil/techinfo/UFC/UFC1-300-08/UFC1-300-08.pdf http://www.sdsfie.org/SDSFIEHome/tabid/36/Default.aspx

01000 - 12 of 36 JFSD200352

13.11.2.3. 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:

13.11.2.3.1. The edges of all digitized vector data or raster imagery must exactly match digitally with those of all adjacent maps.

13.11.2.3.2. 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).

13.11.2.3.3. 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.

13.11.2.3.4. 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).

13.11.2.3.5. All graphic elements that connect must exactly

connect digitally, without overlaps or gaps.

13.11.2.3.6. 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.

13.11.2.4. 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.

13.11.2.5. 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).

13.11.2.6. The contractor shall not develop new libraries without prior written approval from the Government.

13.11.2.7. 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 http://www.fgdc.gov/metadata/csdgm/index_html

01000 - 13 of 36 JFSD200352

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.

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

13.11.3.1. Point Features

13.11.3.1.1. Point features should be digitized as points, not graticules, symbols or icons.

13.11.3.1.2. Do not use any symbol fonts to place point

features.

13.11.3.2. Line Features (including Contours)

13.11.3.2.1. Lines will be used to depict linear features.

13.11.3.2.2. Lines should not be broken for text. For

ArcView/ArcInfo use, each line should be continuous within its own layer. This will ensure spatial query compatibility.

13.11.3.2.3. 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.

13.11.3.3. Polygon Features

13.11.3.3.1. 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.

13.11.3.4. Text Labels and Identifiers

13.11.3.4.1. Text Labels are not required for any features

13.11.3.4.2. At a minimum, basic feature identifiers for roads and buildings as listed in the Spatial Data

Standards will be used

13.11.3.5. 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.aspx

13.11.4. The survey data shall be collected in the following matter:

13.11.4.1. 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 http://www.sdsfie.org/SDSFIEHome/tabid/36/Default.aspx http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/chapter3 http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/chapter3

01000 - 14 of 36 JFSD200352

13.11.4.2. 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.

13.11.4.3. 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.

13.11.4.4. 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.

13.11.5. The coordinate system shall be set up in the following matter:

13.11.5.1. 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:

13.11.5.1.1. Coordinate System: North Dakota

State Plane

Coordinate System

13.11.5.1.2. Zone: North

13.11.5.1.3. Units: Feet

13.11.5.1.4. Projection: Lambert

Conformal Conic

13.11.5.1.5. Spheroid: Geodetic

Reference System 1980

(GRS80)

13.11.5.1.6. Origin Latitude: 47 0 min, 0.00

sec W (47.0 )

13.11.5.1.7. Origin Longitude: 100 30 min,

0.00 sec N Longitude

(-100.50 )

13.11.5.1.8. Northern Standard Parallel: 48

o

44 min, 0.00 sec (48.73)

13.11.5.1.9. Southern Standard Parallel: 47

o

26 min, 0.00 sec (47.43)

13.11.5.1.10. False Easting: 1,968,500.00 feet

13.11.5.1.11. False Northing: 0.00 feet

13.11.5.1.12. Horizontal Datum: North American

Datum 1983

(NAD 83)

13.11.5.1.13. Vertical Datum: North American

Vertical Datum

1988 (NAVD 88)

13.11.5.2. 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

01000 - 15 of 36 JFSD200352 linkages of non-graphical data with graphic elements, relationships between data objects and attributes, and report formats shall be maintained.)

13.11.6. 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).

13.11.6.1. The following procedures must be performed before a file is placed on the delivery media:

13.11.6.1.1. 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.

13.11.6.1.2. Ensure all reference (external reference) files are attached and without device or directory specifications.

13.11.6.1.3. 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).

13.11.6.1.4. 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.

13.11.6.1.5. 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.

13.11.6.2. The GIS data shall be delivered within the following Media:

13.11.6.2.1. 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…