W91238-09-R-0057_VOL2_TechSpecs.pdf

REQUEST FOR PROPOSALS (RFP)D-B VOLUME 2 of 2

FY 09 MILCON, HAYMAN TYPE IGLOO,

BUILDING 2590

HILL AIR FORCE BASE, UTAH

VOLUME 1 - BID DOCUMENTS (DIVISION 00)

VOLUME 2 - ATTACHMENTS thru TECHNICAL SPECIFICATIONS

RFP NO. W91238-09-R-0057

SPECIFICATION NO. 1712

DRAWING FILE NOS. 180-25-890

US Army Corps of Engineers ® Sacramento District

PROJECT NO. KRSM 093012

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

FY 09 MILCON, HAYMAN TYPE IGLOO, BUILDING 2590 1712

Hill AFB, UT

VOLUME 2 of 2

Table of Contents (Volume 2 of 2)

ATTACHMENTS

1 Not Used 2 Not Used 3 Not Used 4 Contractor Prepared As-Builts 5 MILCON Project Closeout (Red Zone Meeting) 6 Drawings (RFP) 7 Drawing Format 8 Hill AFB Base Facility Design Standard 9 Standardized Design - Technical Specifications 10 Standardized Design - Drawings 11 Igloo Free Zone

TECHNICAL SPECIFICATIONS

DIVISION 01

01 00 00 General Requirements 01010 General Project Description and General Design Requirements 01011 Specific Engineering and Design 01 32 01.00 10 Project Schedule

01 33 00 Submittal Procedures 01 33 16 Design After Award 01 35 26 Governmental Safety Requirements 01 42 00 Sources for Reference Publications 01 45 02.00 10 Quality Control System (QCS) 01 45 04.00 10 Contractor Quality Control 01 50 02.00 Temporary Construction Facilities 01 57 20.00 10 Environmental Protection 01 62 35 Recycled / Recovered Materials 01 78 02.00 10 Closeout Submittals 01 78 23 Operation Manual and Maintenance Manuals

ATTACHMENTS

ATTACHMENT NO. 1

NOT USED

ATTACHMENT NO. 2

ATTACHMENT NO. 3

ATTACHMENT NO. 4

CONTRACTOR PREPARED AS-BUILTS

Preparing As-Built Drawings INSP05L0.DOC Effective 09/13/04 Rev 1

Preparing As-Built Drawings

Scope

This instruction covers preparing high-quality As-Built drawings to show changes made to the project during construction. As-Built drawings are an official record of the project at the time of construction completion. The original "as-designed" contract drawings and specifications are modified to show all additions, deletions and other changes made during construction. Accurate as-built drawings are very important for project operation and maintenance, and future modifications, particularly for plumbing and electrical systems, which are hidden from view.

References − CADD/GIS Technology Center Architectural, Engineering, and Construction

(A/E/C) CADD Standards[http://tsc.wes.army.mil/products/standards/aec/intro.asp]

Definitions.

See the Glossary of Engineering Quality System Terms and Acronyms [REFQ10L0], for definitions.

Contractor Markups - Drawings that are marked and annotated to show the project As-Built and constructed by the contractor. They are part of the working as-built set.

As-Built Drawings - The amended "As-designed" drawings revised to show the project as the contractor built and constructed it. The revisions from Contractor Markups and field inspection notes are transferred to the Final as-built set of drawings. The final as-built drawings include modifications during construction, field requested changes, shop drawing modifications, and contractor designs.

As-Constructed Drawings - These are As-Built Drawings for Civil Works Projects. The term As-Built used in these instructions is synonymous.

Working As-Built

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction. Working as-built drawings shall be kept current on a weekly basis and at least one paper set of as-built drawings shall be available on the jobsite at all times.

Areas of Concern

There are some general items that need some special checking to ensure that the marked-up prints are complete and accurate. The working as-built shall show, but shall not be limited to, the following:

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(1) The actual location, kinds and sizes of all of existing and new utility lines, especially underground lines within the construction area. Measurements will be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, clean outs, meters, etc. The descriptions of exterior utilities shall include the actual quantity, size, and material of the utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

(2) The location and dimensions of any changes within the building structure.

(3) Layout and schematic drawings of electrical circuits and piping.

(4) Correct dimensions and details transferred from shop drawings.

(5) Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

(6) Actual location of anchors, construction and control joints, etc., in concrete.

(7) Changes in location of equipment and architectural features.

(8) Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints. Cross out such words and phrases as "optimal requirement," "or equal," etc., and list specifically the items of material provided.

(9) Unusual or uncharted obstructions that are encountered in the contract work area during construction.

(10) Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

(11) 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.

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

(13) 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.

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(14) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems

(15) Changes or modifications that result from the final inspection.

Mark-up Guidelines

The following information is provided to improve the quality of the marked-up prints and thereby facilitate preparation of final as-built drawings. The most important guideline is that the marked-up changes on the prints shall be complete and understandable. Visits to the site by the draftsperson, or visits to the draftsperson by the construction superintendent, can be minimized by providing complete and understandable marked-up prints.

(1) Frequently use written explanations on As-Built drawings to describe changes - do not rely totally on graphic means to convey the revision.

(2) Legibility of lettering and digit values shall be precise and clear when marking prints, and clarify ambiguities concerning the nature and application of change involved.

(3) Wherever a revision is made, make changes to affect related section views, details, legend, profiles, plans and elevation views, schedules, notes and call-out designations, and mark accordingly to avoid conflicting data on all other sheets.

(4) When changes are made, cross out all features, data and captions that relate to that revision.

(5) When changes are required on small-scale drawings and in restricted areas, suggest large-scale inserts be drawn or sketched, with leaders to the location where applicable.

(6) Provide a legend if colors other than the "base" colors of red, green, and blue are used.

Be sure descriptive markings conform to legend symbols shown.

(7) Be sure to add and denote in legend, any additional equipment or material facilities, service lines, etc., incorporated under As-Built Revision if not already shown in legend.

(8) When attached prints (or sketches) are provided with marked-up print, indicate whether:

a. Entire drawing shall be added to contract drawings or

b. Whether the contract drawings shall be changed to agree, or

c. For reference only to further details not required for initial design.

(9) Make the comments on the drawing complete without reference to letters, memo's, or materials that are not also a part of the As-Built. Annotating the drawing, “Per Change Order #42,” means nothing when the actual change order states, “added an additional 12 duplex” outlets or similar statements. The same is true when the drawing is marked, Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

“changed per COE instructions.” This office and ultimately the using organizations must know what was changed, how it was changed, where the items(s) were relocated to and how the affected connections were altered. Change Orders usually do not provide information as to how the facility was changed, only what was changed.

(10) The markups shall be accomplished on blue or black line prints of the most current originals.

(11) Shop drawings are to be incorporated into the As-Built drawings. They will be provided in electronic CADD file format and conform to the Sacramento District CADD Standards and the A/E/C CADD Standards. Hand drawn or plotted paper shop drawings will not be accepted as submittals.

The hand drawn or plotted paper shop drawings are not usable as original drawings for several reasons.

a. Deleted

b. The drawings are not of an adequate scale or are drawn to no scale and are not transferable to the CORPS drawings due to lack of information.

c. The limited numbers of reproducible shop drawings that have been received have not been on the Corps of Engineers standard sheets sizes making it difficult to convert these drawings to standard COE drawings.

Any drawing provided by non-COE sources will be drawn in CADD. Sheets shall be drawn at the same scale as similar drawings in the set (example: Fire alarm systems shall be drawn to the same scale as the plumbing or electrical drawings). The drawing shall meet the same standards required for the rest of the drawings set. Sheet number, detail number, etc shall tie details and sketches to existing drawings.

FINAL AS-BUILT DRAWINGS

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

DRAFTING STANDARDS

The Corps requires that standard professional engineering drafting practices be utilized in correcting the original electronic CADD drawings to show as-built conditions. In general, the letter styles, line thickness, and scale will be the same as the original drawings. When shop drawings or other sheets are added, they will be drawn in electronic CADD.

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CADD Standards: File Naming Convention will be maintained on all existing CADD files and followed for any new files added. The Contractor shall revise CADD files as-built drawing layers, to show the as-built conditions during the prosecution of the project. All as-built “triangle” changes shall be on a separate single layer, using a single color, with an associated medium pen width.

• Name the layer AS-BUILT for AutoCAD files (DWG).

• MicroStation files (DGN) use:

− Level #63 − Level/Layer Name contains: ANNO-REVS − Level/Layer Description: Revisions

The following specific requirements apply to the preparation of as-built drawings:

The Title Sheet (first sheet): The first sheet will be labeled with the word AS-BUILT. The words CONTRACT NUMBER and the actual contract number will be entered as shown on attachment

1. The contract number contains the Fiscal Year, the letter C (for construction), and the sequence number (example: 96-C-0000). No other work need be done on this sheet unless sheets are being added or deleted from the List of Drawings or other actual changes are made on this sheet. (See Attachment 1.)

The second and subsequent sheets: All the sheets following the title sheet will be labeled with the AS-BUILT stamp. (See Attachment 2.)

Signature representation (CADD files only): All signatures that appear on the approved original design drawings need to be represented on all the electronic as-built files. The format for these are /s/Name (i.e. /s/Raymond Dennis). The only name that does not require the /s/ is the District Commander’s name that appears only on the cover sheet (the title sheet). (See Attachments 1 & 2.)

Revisions Block entries: Those sheets, which have no changes, will only be labeled AS-BUILT as described above. Those sheets which have changes shown on them will have REVISED AS-BUILT entered in the first available space. This will be revision one and a number 1 will be entered in the triangle at the beginning of that line. In the event the sheet has already been revised and a number and revision appear in the revision lines the next sequential number will be used. Normally the first entry is made in the first line. The completed originals CADD file drawings will be reviewed for accuracy and initialed by the Contractor. (See Attachments 2 & 3.)

Marking Revisions: Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or

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Rev 1 deleted. The triangles will contain the same number as the As-Built revision on that sheet. (See Attachment 4.)

Revision Annotations:

Deletion - to show an item was not installed, cross the item out on the drawing along with any associated devices, connecting lines, ducts, pipes etc., including notes and dimensions.

To show a detail is not being used, box the detail and letter NOT USED across the detail. A box will be drawn on the sheet with an X as shown in Attachment 5. The words NOT USED will be in heavy block lettering a minimum of 5/8" high. Place a triangle and revision number inside the box where notes are indicated as not being used.

Notes - draw a line thru the note or line item in a table in lieu of erasing the line item or note. A triangle and number will be placed near the deleted item.

Additions - show a new or additional item or items and associated connections made if the print indicates such connections. A triangle and number will be placed near the new item.

All lettering will conform to the existing lettering on each sheet.

Relocations - draw the item in the new location and erase it from the old location. All connections will be transferred if applicable, such as wiring, piping, and ducts. Revision triangles with appropriate number will be shown at the new and old location.

Drawing continuity: The applicable drawings shall be marked-up when a change was made, although this will not always be the case. Final responsibility for drawing continuity is with the person doing the As-Built. When one floor plan indicates a wall, room, doors etc., has been changed, the same change shall be made on all other applicable drawings. When the change is applicable to only one discipline such as electrical and does not directly affect other discipline sheets, a note may be added to other discipline sheets such as "See sheet _____ for As-Built Conditions.”

Shop drawings: When shop drawings are added to the original contract drawing set they need to be appropriately labeled with the Sacramento District file number, and discipline and sequence sheet number. The Index of Drawings will also need to be revised to show the additional sheet

(s) with the appropriate sheet title. In the case where the shop drawing are smaller than the Corps standard sheet size (i.e. 8.5"x11" or 11"x17" etc.) the sheets will be cut into a standard Corps sheet size border sheet and appropriately labeled. (For additional information refer to Mark-up Guidelines, Shop drawings above.)

Distribution

Archives Unit

Contractor*

Resident Engineer*

Specification Engineer

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Ownership

The Archives Unit [Raymond.E.Dennis@usace.army.mil?Subject=INSP05L0-Preparing As- Built Drawings] is responsible for ensuring that this document is necessary and that it reflects actual practice.

Activity Preface

These tasks are performed whenever changes, additions or deletions from the original "as-designed" contract drawings and specifications are made during construction.

Prior Activity

Creation, Packaging, and Delivery of Project Documents [PROP09L0]

Contractor

1. Print two sets of paper drawings and specifications for working as-built.

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction.

2. Mark working as-built set to show changes, additions or deletions.

Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or deleted. The triangles will contain the same number as the As-Built revision on that sheet.

(See Attachment 4.)

Changes, additions or deletions will immediately be noted on each of the working as-built set by redline process. No other marks, doodles, notes, or annotations shall be put on these sets of working as-built prints. All changes from the contract plans, which are made in the work, or additional information which might be uncovered in the course of construction will be accurately and neatly recorded as they occur by means of details and notes.

All changes and/or required additions to the paper prints will be clearly identified in color contrasting to black, as follows:

Colors shall be the "base" colors of red, green, and blue. Color code for changes shall be as follows:

(1) Deletions (red) - Deleted graphic items (lines) shall be colored red with red lettering in notes and leaders.

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(2) Additions (Green) - Added items shall be drawn in green with green lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes shall be in blue.

The working as-built sets will be annotated in as much detail as necessary to clarify exactly what construction changes were performed.

3. Transfer the changes from the working as-built marked prints to the "as-designed" electronic CADD files.

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files on a monthly basis. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project).

If Project feature complete, goto task #4. Otherwise, goto task #2.

4. Submit As-Built drawings for review.

The contractor shall submit the Final As-built conditions on a new CD to the Resident Engineer in the customer specified electronic format as a Government, District Office Approval (G, DO) required submittal.

Resident Engineer

5. Review As-Built drawings.

The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

If As-built OK, goto task #7. Otherwise, goto task #6.

6. Note required corrections on submittal and return to Contractor.

Goto task #3.

7. Notify Contractor of submittal acceptance.

If Final Submittal, End of activity; Goto Managing As-Built & As-Constructed Drawings [PROQ08L0]. Otherwise, goto task #2.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Flow Chart Preparing As-Built Drawings

PROP09L0

Start

Contractor Print two sets of paper drawings & Specs for working as-built. (1)

Contractor Mark working as-built set to show changes, additions or deletions. (2)

Contractor Transfer changes from working as-built marked prints to "as-designed" electronic CADD files. (3)

Proj feature complete?

Contractor Submit As-Built drawings for review.

(4)

Resident Engr Review As-Built drawings. (5)

As-built OK?

Resident Engr Note required corrections on submittal & return to Contractor. (6)

Resident Engr Notify Contractor of submittal acceptance. (7)

Final Submittal?

End

PROQ08L0

A

B

B

A

Y

N

Y

N

Y

N

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ATTACHMENT NO. 5

MILCON PROJECT CLOSEOUT

(RED ZONE MEETING)

SAMPLE

Red Zone Meeting Checklist

Date:_____________

Contract No.

Description / Location

Contractor Contracting Officer

Action Completion Milestone √

Inspections Fire

Safety Pre-final

Mechanical Test & Balance Commissioning Landscaping Complete Beneficial Occupancy Date (BOD) Furniture Installation Comm Installation As-Built Contract Drawings Provide all O&M manuals, tools, shop drawings, spare parts, etc. provided to customer

Provide Warranty documents to Customer

Contract completion Final Inspection User move-in DD Form 1354, Transfer of Real Property completed & signed

Ribbon cutting DD Form 2626 - Construction Contractor Performance Evaluation

DD Form 2631 – A-E Performance Rated after Construction

Final Payment Completed Release of Claims Return of Unobligated Funds Move Project from CIP to General Ledger

Financial completion

ATTACHMENT NO. 6

DRAWINGS (RFP)

ATTACHMENT NO. 7

DRAWING FORMAT

ATTACHMENT 7, DRAWING FORMAT

1.0 Policy: Drawings shall be prepared in accordance with the applicable provisions of the “A/E/C CADD Standard, Release 2.0” except as noted herein for title block/borders, drawing size, and file naming conventions. The A/E/C CADD Standard is available for download at:

http://tsc.wes.army.mil/products/standards/aec/aecstdweb.asp

2.0 Title and Border Sheets: Current, standard CADD title blocks and border files used by Sacramento District for contract documents can be downloaded from:

http://www.spk.usace.army.mil/cespk-ed/SPKCADD/AutoCAD/autocad.html

See the drawings at the end of this attachment to clarify who and what titles should be shown in the title blocks, including “Drawn By”, “Designed By”, “Reviewed By” and “Submitted By”. Border sheets have an instruction layer enumerates the various layers and settings required for the Proposer to set.

3.0 Drawing Size: The paper size for drawings shall be 22 inches x 34 inches and Sacramento District border sheets reflect this size. The border size provided conveniently reduces to half size 11 inches x 17 inches and will successfully plot from a standard laser printer that supports 11” x 17” paper.

4.0 File Naming Convention and Directory Structure: File names for this project shall be as indicated at the end of this paragraph, and conform to the A/E/C CADD Standard. See the CADD Directory Structure listing at the end of this paragraph for an example of the recommended organization of electronic files delivered to the Sacramento District. This is Sacramento District’s interpretation of the current A/E/C CADD Standard.

4.1 Production Drawings: Production drawings shall be stored under files names consisting of the number sequence H17 followed by a letter and hyphen (-) to indicate design discipline that produced the sheet as follows (page 9 of the A/E/C CADD Standard):

• G - General

• B - Geotechnical

• V - Surveys

• C - Civil

• L - Landscape

• A - Architectural

• I - Interior Design

• S - Structural

• M - Mechanical

• P - Plumbing

• F - Fire Protection

• E - Electrical

• T - Telecommunications

Sheet type shall be indicated by the following Sheet Type Designators (page 17 of the A/E/C CADD Standard):

• 0 - General (Symbols, Legends, Notes, etc.)

• 1 - Plans (horizontal views)

• 2 - Elevations (vertical views)

• 3 - Sections (sectional views)

• 4 - Large Scale Views (enlarged plans, elevations, or sections that are not details)

• 5 - Details

• 6 - Schedules and Diagrams

• 7 - User Defined

• 8 - User Defined

• 9 - 3D Representations (isometrics, perspectives, photographs)

The complete drawing sheet file name will thus conform to the following:

H17 Project Code A- Discipline Designation 1 Sheet Type Designator 01 Sheet Sequence Number XXX User Definable .DWG CADD File Extension Example: H17C-101XXX.dwg Civil Site Plan

H17A-100XXX.dwg Architectural Key Plan H17A-203XXX.dwg Intermediate Architectural Elevations H17A-515XXX.dwg 16th Architectural Detail Sheet (assuming you started with 5.00) H17A-602XXX.dwg Possible Door Schedule Sheet

4.2 Reference File Drawings: Reference file drawings of floor plans, elevations, sections, etc., used to generate production drawings shall be stored under file names consisting of the number sequence H17 followed by a letter to indicate design discipline that produced the sheet as indicated in section 4.1 (page 9 of the A/E/C CADD Standard). The naming convention includes a hyphen ( - ) and a Model File Type designator (page 9 of the A/E/C CADD Standard):

Model Type Designators include the following (additional designators may be found on pages 10 through 12 of the A/E/C CADD Standard.):

• FP - Floor Plan

• EL - Elevation

• SH - Schedule

• SC - Section

• PR - Profile

• LG - Legend

• DG - Diagram

• 3D - Isometric/3D

The complete reference file (model file) drawing name will thus conform to the following:

H17 Project Code A- Discipline Designation FP Sheet Type Designator XXXX User Definable .DWG CADD File Extension

Example: H17A-FPXXXX.dwg Architectural Reference Plan

H17A-ELXXXX.dwg Architectural Reference Elevations H17A-SCXXXX.dwg Architectural Reference Building Sections H17A-SHDXXX.dwg Architectural Reference Door Schedule

Sheet H17A-FPXXXX.dwg would be used to create the production drawing of the floor plan, Area ‘A’ named: H17A-101XXX.dwg.

5.0 Layer/Level Convention, Line Symbologies, Font Libraries and Color/Pen Tables:

The Architect-Engineer shall use the AIA version of the CADD layer/level convention, line symbologies (including layer color, line weight, and line type), font libraries (restrict font usage on drawings to AutoCAD font Romans (Roman Simplex), with a 0.8 width factor and Arial Bold for title sheet fonts), and color tables as indicated in the current adopted version of the A/E/C CADD Standards manual.

6.0 Hard Copy Data to be Included: Existing hard copy data to be included in construction drawings shall be scanned to raster format (however, vectorized is preferred), and incorporated into the electronic files or may be included as references following the reference file paragraph above.

7.0 Plot Configuration Documentation: The plot configuration file for each drawing shall be provided. This ASCII text format documentation shall include the plotter configuration (e.g., name and model of plotter, pen settings, colors, widths, drawing orientation, drawing size, and other special instructions). Acceptable plot configuration or plot documentation files end in the following file extensions: *.pcp, *.pc2, or *.pc3.

ATTACHMENT NO. 8

HILL AFB

BASE FACILITY DESIGN STANDARD

HILL AIR FORCE BASE

16 JAN 2009

TABLE OF CONTENTS

1. INTRODUCTION 2

2. SPECIAL CONSIDERATIONS: 3

3. CIVIL ENGINEERING CONSIDERATIONS: 6

4. ARCHITECTURAL: 11

5. ENERGY AND WATER CONSERVATION REQUIREMENTS. 16

6. MECHANICAL SYSTEMS DESIGN REQUIREMENTS. 23

7. FIRE PROTECTION: 42

8. NATURAL GAS AND LPG. 45

9. ELECTRICAL: 47

11. PLUMBING: 50

13. CORROSION CONTROL: 53

14. PROJECT DOCUMENTATION. 54

15. COMPUTER AIDED DESIGN AND DRAFTING (CADD)/ GEOGRAPHICAL

INFORMATION SYSTEM (GIS): 55

17. OTHER CONSIDERATIONS: 61

APPENDIX A 62

1. INTRODUCTION

This Facility Design Standard is intended to bring to the attention of designers, design-build contractors, facility users, and others, the facility requirements that are peculiar to Hill Air Force Base. This standard is being continuously revised and updated as regulations and policies change.

Caution must be taken to ensure the latest edition is used.

This standard does not take precedence over newly published Federal Regulations or DoD and Air Force policy directives. Rather it is intended to draw attention to, or supplement, those publications as they are published.

2. SPECIAL CONSIDERATIONS:

2.1 Base Location:

Hill Air Force Base is located near Ogden Utah approximately 30 miles north of Salt Lake City at an elevation of 4900 Ft above sea level.

2.2 Construction Season Limitations:

Earthwork can normally only be accomplished from 15 March to 15 November. Paving is normally accomplished from 15 May through 1 October. Structural work may generally be accomplished on a year round basis, but it must be protected from temperature extremes. Built-up roof construction is generally limited to the period from 15 May through 15 October.

2.3 Soil and Foundation Considerations:

Typical soils range from sand to silty sand with thin discontinuous layers of silty clay and clayey silt being common. Potable wells have a static water level of approximately 500 feet below the surface.

However, the perched water may be encountered at more shallow depths. The average soil pH is approximately 7.8. The soil resistivity ranges from 2,000 to 15,000 ohms/cm. Spread footings are the typical structural foundation. All footings shall be at least 3 feet below grade.

2.4 Surveying:

In the early 1990s, Hill AFB started gathering Regional data from the State of Utah. This data was stored in the Universal Transverse Mercator NAD27 and it remains in this projection and datum. All existing data is currently being updated according to the GeoBase Enterprise Architecture, Version 1.0, January 2003. The Common Installation Picture (CIP) and Mission Data Set (MDS) shall be stored in the Universal Transverse Mercator 1983 (UTM83) coordinate system, Transverse Mercator projection, Geodetic Reference System 1980 (GRS80) spheroid or World Geodetic System 1984 (WGS84) datum and metric coordinate units shall be used.

2.5 General Security Requirements:

See Appendix A.

2.6 Construction Permits:

2.6.1 No excavation shall be done prior to receiving a Base Civil Engineering Excavation Permit. If excavation is started without obtaining a permit, the Contractor shall be held liable for repairs of any broken utility lines or other damage resulting from the broken lines. The Contractor shall request a permit 14 calendar days prior to scheduled start of digging. Hand digging shall be required to locate utilities shown on the contract drawings, Excavation Permit or 3 feet (1 meter) on either side of locations identified by Base Maintenance Shops.

2.6.2 Contractors must obtain a Utah Pollutant Discharge Elimination System (UPDES) storm water permit if the project disturbs of 5 or more acres of soil surface area. To obtain the permit a contractor

16 JAN 2009

must submit a Notice of Intent (NOI), Pollution Prevention Plan and the required fee to the State of

Utah, Department of Environmental, Quality Division of Water Quality. Contractor shall submit and receive approval of the UPDES permit before starting construction.

2.6.3 Projects disturbing one to five acres of soil surface area will require submission of a sediment and erosion control plan to the project manager for subsequent review and approval by the

Environmental Compliance Office 75 CEG/CEV. The contractor must receive approval of the plan and implement approved best management practices before starting construction.

2.6.4 Projects disturbing more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the

Environmental Compliance Office 75 CEG/CEV. The contractor shall receive approval of the plan and implement approved best management practices before contract closeout. Examples of best management practices are available at the following web sites:

http://cfpub.epa.gov/npdes/stormwater/menuofbmps/con_site.cfm http://cfpub.epa.gov/npdes/stormwater/menuofbmps/post.cfm

2.7 Borrow and Disposal:

Unless otherwise designated, all borrow shall be obtained off base at the contractor’s expense. Clean excavation including soil/concrete, asphalt and wood may be separated and disposed of in one of the appropriate cells in the government landfill at the north end of Hill AFB. All other building demolition materials shall be legally disposed of by the contractor at an off-base landfill.

2.8 Utility Line Identification:

2.8.1 Contractor shall provide and install a trace wire of #6 insulated copper within one foot of all new utilities (except metallic or electrical lines) placed underground at Hill Air Force Base.

2.8.2 If length of new utility is 500 feet or less contractor shall install one terminal box of 2” diameter pipe at each end of the wire marking the utility location.

2.8.3 If length of new utility is greater than 500 feet, contractor shall place terminal boxes at 500 feet intervals.

2.8.4 Terminal boxes shall have a metal screw-on type lid mounted flush with pavement or raised above the existing ground elevation, as determined by the project manager. (Handley Industries or approved equal).

2.8.5 Contractor shall provide a 14-day notice to the Civil Engineering project manager of all utility line installations to allow the Air Force to survey and map all new utility lines. Contractor shall not backfill utility trenches until the lines have been surveyed and approval given.

2.9 Construction Identifications signs:

Construction signs are required for all Military Construction (MILCON) Projects. Construction signage shall comply with AFPAM 32-1097 Sections 4.20, 12.24, 12.25 and Air Force ETL 02-09 except as specified below. All construction identification signs, including those on the Corps of Engineers (COE) projects, shall have “Dakota Brown” lettering on an adobe “Greystone” background. For COE jobs, a red castle on the sign is acceptable.

2.10 Explosive Site Plan Compliance:

For projects within the Quantity Distance (QD) zone and in other hazardous areas, an Explosive Site

Plan (ESP) is developed to ensure that the proposed project is compatible with the other operations within the area. The design of the project must comply with the required separations shown on the ESP and other criteria determined by the Weapons Safety Office (SEW). Any changes to the criteria set forth on the approved ESP must be resolved by the Base Master Planner, (CECX, Mr. Tim Stone) and the

Weapons Safety Office prior to completion of the design.

2.11 Asbestos and Lead-Based Paint (LBP):

An asbestos and LBP survey will be required for any project that requires renovation or demolition.

Any asbestos or LBP removal will be coordinated with Bioenvironmental Engineering, Civil

Engineering’s Asbestos & LBP Operations Officer and Environmental Management Asbestos & LBP

Program Manager. Removal shall be done by qualified Civil Engineering personnel, IDIQ contract (75

CES/CEEV contractors) or through the base asbestos and LBP qualified contractors.

Division of Air Quality rule R307-801-9: The asbestos project operator shall ensure that the structure or facility to be demolished or renovated is inspected for ACM by an inspector certified under the provisions of R307-801-6. An asbestos survey report shall be generated according to the provisions of

R307-801-10. The asbestos project operator shall make the asbestos survey report available on site to all persons who have access to the site for the duration of the renovation or demolition activities. If no asbestos inspection is conducted, the operator shall ensure that all resulting demolition debris is disposed of as asbestos waste. “Asbestos project operator” means any asbestos contractor, any person responsible for the persons performing an asbestos project in an area to which the general public has unrestrained access. Project managers will perform responsibilities of the asbestos project operator listed above.

2.12 Testing:

Design specifications shall require the contractor to engage an independent testing for all testing that is required including soils, asphalt, concrete, welding, etc. unless such testing is required by regulation to be performed by the government.

2.13 Bird Aircraft Strike Hazard (BASH):

Design shall eliminate and not contribute to BASH conditions in accordance with AFPAM 91-212 and the Hill AFB BASH Plan 91-212. For seeding recommendations see paragraph 3.9.

3. CIVIL ENGINEERING CONSIDERATIONS:

3.0 Applicable Standards: Comply with American Public Works Association Manual of Standard

Plan and Specifications. If in conflict with government standards then the government standards will take precedence.

3.1 Airfields:

3.1.1.General: Airfield pavements shall be designed in conformance with current Air Force Instructions and directives. Airfield pavements shall be designed for medium strength pavement loading unless specific circumstances dictate.

3.1.2. Design Parameters:

3.1.2.1 Air Field Type: Medium Load

3.1.2.2 Sub grade soil group: F2 (CBR 8-15).

3.1.2.3 Frost Depth Design: 35 inches

3.1.2.4 Freezing index: 595 degree days.

3.1.2.5 Portland cement concrete pavement flexural strength: 700 psi at 90 days.

3.1.2.6 Portland Cement concrete slab size 15 feet X 15 feet minimum, 20 feet X 20 feet maximum except where matching existing structures.

3.1.2.7 Asphalt cement ductility: 50 at 32.9 degrees F.

3.1.2.8 Fuel proofing- Rubberized coal tar shall be placed over all bituminous concrete where fuel spills are anticipated.

3.1.2.9 Slurry seals- Slurry seals shall not be used on asphalt pavements.

3.1.2.10 Shoulder areas- shoulder areas shall be designed for vehicle wheel loads.

3.1.2.11 Miscellaneous- All airfield design and construction must consider Federal Aviation

Regulation, Part 77, Imaginary Surfaces; and comply with Tri-Service Unified Facilities Criteria (UFC)

3-260-02, Pavement Design For Airfields.

3.1.3 Recycling: Bituminous concrete recycling shall be considered for each project where bituminous concrete is to be demolished.

3.2 Roads and Parking Lots:

3.2.1 Typical Maintenance Work:

3.2.1.1 Crack Filling: Rubberized asphalt crack sealing will normally be accomplished by in house forces.

3.2.1.2 Cold planning: Cold planning shall be used to correct surface irregularities and to match curb and gutter elevations prior to overlaying.

3.2.1.3 Heat scarifications: Heat scarification will be used to insure bonding of bituminous overlays where considered necessary by the Pavements Engineer, especially for thin overlays.

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3.2.1.4 Slurry seals: Slurry seals will be used as one option to seal low volume surface roads.

3.2.1.5 Open graded plant mix seal coat: This seal coat will be used as one option to seal all roads and parking lots.

3.2.1.6 Coal tar treatment: Coal tar seals will be used to seal bituminous concrete in fuel spillage areas.

3.2.1.7 Overlays: Bituminous overlays will be used to rehabilitate bituminous concrete. It will normally be placed a minimum of 1 inch thick. It will be the option of the Government’s pavement

Engineer as to whether any existing bituminous concrete will be removed prior to placing the overlay.

3.2.1.8 Traffic control in construction areas: The contractor shall provide and maintain all construction traffic control devices. These devises and their layout shall conform to Part VI of the Manual of

Uniform Traffic Control Devises or the Utah State Department of Transportation equivalent. The traffic control plan shall be submitted to the Base Traffic Engineer prior to implementation.

3.3 Potable Water:

3.3.1 Well drilling: All future wells shall be drilled by using the reverse rotary drilling method.

3.3.2 Pipe: Water pipe 4inch through 12 inch diameter shall be PVC AWWA C 900. All pipe 12 inch diameter and greater shall be AWWA C 901. Tracer wire and warning tape shall accompany any new water pipe installed.

3.3.3 Pipe depth: Water piping shall be installed a minimum of 4 feet below grade. Fire protection lines shall be installed a minimum of 5 feet below grade.

3.3.4 Pressure gages: Pressure gages shall be placed at the outlet of all well pumps; at the inlet and outlet of all pressure reducing valves, pressure sustaining valves and altitude valves; and at any other location where knowledge of pressure would be beneficial.

3.3.5 Valves: Valves shall be placed at all locations were it would be desirable to isolate the system for maintenance and repair. The number of valves shall not be kept to a minimum as a cost cutting measure. Valves will be placed in conjunction with fire hydrants. Air release valves shall be used at high points to allow the discharge of air in the water distribution system.

3.3.6 All new water lines and appurtenances shall comply with the standards set forward in the Utah

Safe Drinking Water Regulations.

3.4 Non-Potable Water:

3.4.1 General: The Base has the right to utilize 139 acre-feet of non-potable irrigation water every year.

This water is available for use from 15 April to 15 October each year. It is piped part way across the south boundary of the Base, entering at the southeast corner of the Base. A booster pump has been provided.

3.4.2 Available pressure: The available pressure ranges from 40 to 50 psi without the booster pump and between 60 to 80 psi with the booster pump operating. Approximately 400 gpm must be flowing before the booster pump can be operated to prevent cycling.

3.4.3 Place of use: This non-potable irrigation water shall be used wherever possible along the south border of the Base, especially in large areas that can be irrigated with high flowing heads, such as athletic field and parks. Housing area lawns and the Child Care Facility shall not be irrigated with this water because of the possibility that children will ingest the water.

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3.4.4 Irrigation systems: Design and construction of irrigation systems shall comply with the 75th Civil

Engineer Squadron OI 99-2 entitled Sprinkler System Installation, Operation and Maintenance.

3.5 Sanitary, Storm and Industrial Waste Sewers:

3.5.1 The minimum and maximum velocity shall be design in accordance with AFM 88-11 Vol. 1/TM

5-814-1 and AFM 88-5, Chap 4/TM 5-820-4, whichever is applicable for each case. Comply also with applicable section of the Utah Administrative Code where more stringent. The designer will consider the maximum flows during the early years of use to ensure that self-cleaning velocities are achieved.

All industrial waste pipe shall be double walled high-density polyethylene (HDPE) with a low rate of thermal expansion, polypropylene or another approved, chemically resistant pipe.

3.5.2 Horizontal Distance to water lines: Sanitary or industrial waste sewer lines shall not be closer than

10 feet horizontally from a water line, except where the bottom of the water pipe shall be at least 12 inches above the top of the sewer pipe. Then the horizontal spacing may be reduced to 6 feet. When is it necessary to install the pipes closer than directed above, the sewer pipe shall be encased in concrete at least 4 inches thick

3.5.3 Transverse Distance to Waterlines: Where gravity flow sanitary or industrial waste sewer lines cross above waterlines, the sewer lines shall be constructed of suitable pressure pipe or fully encased in concrete at least 4 inches thick for a distance of 10 feet on each side of the crossing. When the sewer line is acceptable pressure pipe, non-concrete encasement is required, but the sewer line shall have no joint closer (horizontally) than 3 feet.

3.5.4 Plastic pipe: Plastic pipe shall not be used for storm or sanitary sewers larger than 12 inches in diameter or when the fluid temperatures are expected to exceed 100 degrees F, or for industrial waste sewers.

3.5.5 Pipe laying: Lay sewer pipe proceeding upgrade with the spigot end of the bell and spigot pipe in the direction of flow. Place the tongue end of tongue and groove pipe pointing in the direction of the flow.

3.5.6 Manhole ladders: Manholes shall be provided with a ladder of approved materials when the depth from the top cover to the invert of the main sewer line exceeds 12 feet.

3.5.7 Mixing type of sewers: Only sanitary sewage shall be discharged and carried away in sanitary sewer lines. Only industrial sewage shall be discharged and carried in industrial sewage lines. Only storm drainage can be discharged and carried in storm sewer lines.

3.6 Industrial Waste Treatment:

The industrial waste treatment plant decontaminates waste from the aircraft maintenance areas of the

Base. The contaminants include toxic metals, complexing agents, and organic compounds. The entire system is approved by the Environmental Protection Agency. No new toxicants can enter the system and the system cannot be enlarged or expanded without notification and approval. All structural load assumptions shall be noted on the first sheet of the structural drawings. Drawings are seldom lost or destroyed but calculations often are misplaced.

3.7 Structural:

3.7.1. Soil Bearing Capacity: Major structures at Hill Air Force Base, Little Mountain Test Facility, or the Utah Test and Training Range shall have specific foundation studies performed. Minor structures at

16 JAN 2009

Hill AFB may use an allowable soil bearing pressure of 3000 psf. Check with the Base Civil Engineer for allowable pressures at Little Mountain Test Facility or Utah Test and Training Range.

3.7.2. Stair Tread Minimum Live Loads: The minimum live loads shall be 100 psf and a 300 lb concentrated load at the location of maximum stress (not simultaneous with the uniform live load.) The minimum concrete depth shall be 2 inches if filled pans are used. Design of metal stairs shall conform to the Metal Stair Manual published by the National Association of Architectural Metal Manufacturers.

3.7.3. Design Frost Penetration: The design frost penetration shall be 36 inches for structures unless a geotechnical report allows a more shallow depth.

3.7.4. Concrete compressive strength: A minimum concrete compressive strength of 3000 psi at 28 days shall be for all applications except exterior slabs, which shall have a minimum compressive strength of

4000 psi at 28 days.

3.7.5. Reinforcing Steel Strength: A minimum yield strength (Fy) of 60,000 psi shall be used for reinforcing steel.

3.7.6. Floor slab joints: Joints for slabs on grade shall be located so that the area between joints is square. If a square area between contraction joints is not possible, the length of the rectangular area shall not exceed one and one fourth (1 ¬) times the width. The saw depth for the contraction joints shall be as recommended by ACI standards but in no case less than one-fourth (1/4) of the slab thickness. For reinforced slabs the reinforcement bars shall be discontinued through slab joints and not used for load transfer. Load transfer shall be accomplished with dowel bars, keyed joints, thickened edge, or a combination thereof.

3.7.7. Procedure for attaching equipment and other objects to existing roof trusses, joints, beams, and other members of the roof structure: Use clamps instead of drilling or welding. The Base Structural

Engineer prior to installation of these loads will give approval for attachment of equipment or other object from the existing roof structures.

3.7.8. Compaction: For cohesive soil under structures, building slabs, steps and paved areas, compact to a minimum of 95% of maximum density determined in accordance with Method 106 of MIL-STD-621 using CE55 compaction effort. For cohesion less soil, compact to a minimum of 100% of maximum density.

3.7.9. Steel Fabrication and Erection: Drill or punch all holes in steel members. Never allow holes to be burned with a torch.

3.7.10. Structural design loads for buildings and other structures shall be developed using the Unified

Facilities Criteria (UFC) 1-200-01, Design: General Building Requirements.