Exhibit_B3.pdf

FORT CAMPBELL, KENTUCKY

TECHNICAL

DESIGN

GUIDE

Revision Date: 4/15/2015

Instructions for Use

Technical Design Guide (TDG) contents are controlled by Fort Campbell, Kentucky, Directorate of Public Works (DPW) and is prepared and revised with subject matter expert (SME) input from within DPW and the Louisville District Army Corps of Engineers (USACE- LRL). It is updated by DPW System Engineers and housed on the Directorate of Public Works website. The document contains mandatory criteria, policies, and procedures that apply to all design and construction at Fort Campbell.

To aid the reader, the document utilizes (blue) hyperlink text, which can be accessed by “clicking” the colored text.

The TDG is written using MasterFormat (Construction Specifications Institute (CSI)) division categories, as implemented in the Unified Facilities Guide Specifications (UFGS), where possible. Additional information is added preceding the Division specific entries where items do not fit within a specific section.

Any highlighted text is not intended and is an artifact. The Revision Status page is provided for revision date. Revisions marked “Current” have had no changes made in this revision and the present revision date is not known.

Revision Status

Division/Section or Appendix

Title Revision Date

Current

SME

Chapter 1 General Information and Administrative Requirements 4/14/2015 rtg

Chapter 2 General Requirements and Instructions 4/14/2015 rtg

Chapter 3 Technical Requirements and Instructions 4/14/2015 rtg

Division 00 Procurement and Contracting Requirements Current

Section 00 22 13 Supplementary Instructions to Bidders Current

Division 01 General Requirements Current

Section 01 14 00 Work Restrictions Current

Section 01 35 26 Government Safety Requirements Current

Section 01 50 00 Temporary Construction Facilities and Controls Current

Section 01 57

20.00 10

Environmental Protection Current

Section 01 57 23 Temporary Storm Water Pollution Control Current

Section 01 58 00 .Project Identification Current

Section 01 74 19 Construction and Demolition Waste Management Current

Section 01 78 00 Closeout Submittals Current

Division 02 Existing Conditions Current

Section 02 41 00 Demolition and Deconstruction Current

Section 02 42 91 Removal and Salvage of Historic Building Materials Current

Section 02 82

16.00 20

Engineering Control of Asbestos Containing Materials Current

Section 02 82

14.00 10

Asbestos Hazard Control Activities Current

Section 02 83

13.00 20

Lead in Construction Current

Division 03 Concrete Current

Section 03 30 00 Cast-in-Place Concrete Current

Section 03307 Concrete for Minor Structures Current

Section 03 33 00 Cast-in Place Architectural Concrete Current

Division 04 Masonry Current

Section 04 20 00 Masonry Current

Division 05 Metals Current

Section 05 50 13 Miscellaneous Metal Fabrications Current

Section 05 52 00 Metal Railings Current

Division 06 Wood, Plastics, and Composites Current

Section 06 20 00 Finish Carpentry Current

Section 06 61 16 Solid Polymer (Solid Surfacing) Fabrications Current

Division 07 Thermal and Moisture Protection Current

Section 07 24 00 Exterior Insulation and Finish Systems Current

Section 07 31 13 Asphalt Shingles Current

Section 07 42 13 Metal Wall Panels Current

Section 07 51 13 Built-Up Asphalt Roofing Current

Section 07 52 00 Modified Bituminous Membrane Roofing Current

Section 07 53 23 Ethylene-Propylene-Diene_Monomer Roofing (EPDM) Current

Section 07 61

14.00 20

Steel Standing Seam Roofing Current

Division 08 Openings

Section 08 33 23 Overhead Coiling Doors Current

Section 08 34 59 Vault Doors and Day Gates Current

Section 08 36 13 Sectional Overhead Doors Current

Section 08 71 00 Hardware 4/14/2015 rba

Section 08 81 00 Glazing Current

Division 09 Finishes Current

Section 09 06 90 Color Schedule Current

Section 09 90 00 Paints and Coatings Current

Division 10 Specialties Current

Section 10 14 01 Exterior Signage Current

Section 10 14 02 Interior Signage Current

Section 10 21 13 Toilet Compartments Current

Section 10 28 13 Toilet Accessories Current

Division 11 Equipment Current

Section 11 44 00 Food Cooking Equipment Current

Division 13 Special Construction Current

Section 13 34 19 Metal Building Systems Current

Division 22 Plumbing Current

Section 22 00 00 Plumbing, General Purpose Current

Division 23 Heating, Ventilating and Air Conditioning Current

Section 23 00 00 .Air Supply, Distribution, Ventilation, and Exhaust Systems Current

Section 23 08

00.00 10

Commissioning of HVAC Systems Current

Section 23 09

23.13 20

Lonworks Direct Digital Control for HVAC and Other Building Control Systems

Current

Section 23 09

53.00 20

Space Temperature Control Systems Current

Section 23 35

00.00 10

Overhead Vehicle Tailpipe (and Welding Fume) Exhaust Removal Systems

Current

Section 23 52 00 Heating Boilers Current

Section 23 64 10 Packaged Water Chillers, Vapor Compression Type Current

Section 23 81

00.00 10

Unitary Air Conditioning Equipment Current

Section 23 81

23.00 20

Computer Room Air Conditioning Units Current

Section 23 82

01.00 10

Warm Air Heating Systems Current

Division 25 Integrated Automation Current

Section 25 10 10 Lonworks Utility Monitoring and Control System Current

Division 26 Electrical 4/14/2015 rtg

Section 26 00

00.00 20

Basic Electrical Materials and Methods 4/14/2015 rtg

Section 26 20 00 Interior Distribution System 4/14/2015 rtg

Section 26 27

13.10 30

Electric Meters 4/14/2015 rtg

Section 26 32

14.00 10

Diesel-Generator Set, Stationary 4/14/2015 rtg

Section 26 41

01.00 10

Lightning Protection System 4/14/2015 rtg

Section 26 56 00 Exterior Lighting 4/14/2015 rtg

Division 27 Communications Current

Section 27 10 00 Building Telecommunications Cabling System Current

Division 28 Electronic Safety and Security Current

Section 28 16

01.00 10

Small Intrusion Detection Systems (IDS) Current

Section 28 31 76 Interior Fire Alarm System and Mass Notification System Current wrd

Division 31 Earthwork Current

Section 31 21 13 Radon Mitigation Current

Section 31 23

00.00 20

Excavation and Fill Current

Section 31 31 16 Soil Treatment for Subterranean Termite Control Current

Division 32 Exterior Improvements Current

Section 32 12 17 Hot Mix Bituminous Pavement Current

Section 32 13 11 Concrete Pavement for Airfields and Other Heavy-Duty Pavements Current

Section 32 16 13 Concrete Sidewalks and Curbs and Gutters Current

Section 32 17

23.00 20

Pavement Markings Current

Section 32 93 00 Exterior Plants Current

Division 33 Utilities

Current

Section 33 11 00 Water Distribution Current

Section 33 30 00 Sanitary Sewers Current

Section 33 40 00 Storm Drainage Utilities Current

Section 33 51 15 Natural Gas/Liquid Petroleum Gas Distribution Current

Section 33 56 10 Factory Fabricated Fuel Storage Tanks Current

Section 33 61 00 Prefabricated Underground Heating/Cooling Distribution System Current

Section 33 70

02.00 10

Electrical Distribution System, Underground 4/14/2015 rtg

Section 33 71 01 Overhead Transmission and Distribution 4/14/2015 rtg

Section 33 82 00 Telecommunications Outside Plant (OSP) Current

Division 43 Process Gas and Liquid Handling, Purification, and Storage Equipment

Current

Section 43 15

00.00 20

Low Pressure Compressed Air Piping (Non-Breathing Air Type) Current

APPENDIX A Environmental Topics Current

Appendix A-1 Occupational Health Considerations Current

Appendix A-2 Clean Air Act Current

Appendix A-3 Clean Water Act Current

Appendix A-4 Safe Drinking Water Act Current

Appendix A-5 Toxic Substances Control Act (TSCA) Current

Appendix A-6 Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) Current

Appendix A-7 Solid Waste Disposal Act Current

Appendix A-8 Hazardous Waste Disposal Act Current

Appendix A-9 Emergency Planning and Community Right-To-Know Act Current

APPENDIX B Intentionally Left Blank Current

APPENDIX C Digging/Excavation Permits Current

APPENDIX D Building Interior and Exterior Finishes Current

APPENDIX E Fort Campbell Landscape Plant List Current

APPENDIX F Utility Procedures Current

APPENDIX G Mold and Humidity Control Current

APPENDIX H Network Enterprise Center, Fort Campbell Requirements Current

APPENDIX I Arms Room Requirements Current

APPENDIX J Refuse Container Enclosures Current

APPENDIX K Grinding of Concrete, Asphalt and Masonry Materials Current

APPENDIX L Anti-Terrorism/Force Protection Barriers Current

APPENDIX M Electrical Requirements 4/14/2015 rtg

APPENDIX N Accessibility for Disabled Persons Current

FORT CAMPBELL, KENTUCKY

TECHNICAL DESIGN GUIDE

Table of Contents

CHAPTER 1 General Information and Administrative Requirements

CHAPTER 2 General Requirements and Instructions

CHAPTER 3 Technical Requirements and Instructions

Division 00 Procurement and Contracting Requirements

Section 00 22 13…………..Supplementary Instructions to Bidders

Division 01 General Requirements

Section 01 14 00 ……….. Work Restrictions Section 01 35 26………….Government Safety Requirements Section 01 50 00………….Temporary Construction Facilities and Controls Section 01 57 20.00 10…..Environmental Protection Section 01 57 23………….Temporary Storm Water Pollution Control Section 01 58 00…………..Project Identification Section 01 74 19………….Construction and Demolition Waste Management Section 01 78 00………….Closeout Submittals

Division 02 Existing Conditions

Section 02 41 00……………...Demolition and Deconstruction Section 02 42 91..………….…Removal and Salvage of Historic Building Materials

Section 02 82 16.00 20…..….Engineering Control of Asbestos Containing Materials Section 02 82 14.00 10..........Asbestos Hazard Control Activities

Section 02 83 13.00 20……...Lead in Construction

Division 03 Concrete

Section 03 30 00…………..Cast-in-Place Concrete Section 03307……………..Concrete for Minor Structures Section 03 33 00…………..Cast-in Place Architectural Concrete

Division 04 Masonry

Section 04 20 00………… Masonry

Division 05 Metals

Section 05 50 13 ……….. Miscellaneous Metal Fabrications Section 05 52 00………….Metal Railings

Division 06 Wood, Plastics, and Composites

Section 06 20 00………….Finish Carpentry Section 06 61 16………….Solid Polymer (Solid Surfacing) Fabrications

Division 07 Thermal and Moisture Protection

Section 07 24 00……….…Exterior Insulation and Finish Systems Section 07 31 13………….Asphalt Shingles Section 07 42 13………….Metal Wall Panels Section 07 51 13………….Built-Up Asphalt Roofing Section 07 52 00……….…Modified Bituminous Membrane Roofing Section 07 53 23…….……Ethylene-Propylene-Diene_Monomer Roofing (EPDM) Section 07 61 14.00 20….Steel Standing Seam Roofing

Division 08 Openings

Section 08 33 23……….. Overhead Coiling Doors Section 08 34 59 ……….. Vault Doors and Day Gates Section 08 36 13…...........Sectional Overhead Doors Section 08 71 00………… Hardware Section 08 81 00………….Glazing

Division 09 Finishes

Section 09 06 90……… … Color Schedule Section 09 90 00…………..Paints and Coatings

Division 10 Specialties

Section 10 14 01...............Exterior Signage Section 10 14 02………….Interior Signage Section 10 21 13………….Toilet Compartments Section 10 28 13………….Toilet Accessories

Division 11 Equipment

Section 11 44 00………….Food Cooking Equipment

Division 13 Special Construction Section 13 34 19………… Metal Building Systems

Division 22 Plumbing

Section 22 00 00……….Plumbing, General Purpose

Division 23 Heating, Ventilating and Air Conditioning

Section 23 00 00…………..Air Supply, Distribution, Ventilation, and Exhaust Systems Section 23 08 00.00 10…..Commissioning of HVAC Systems Section 23 09 23.13 20….. Lonworks Direct Digital Control for HVAC and Other

Building Control Systems Section 23 09 53.00 20…..Space Temperature Control Systems Section 23 35 00.00 10..…Overhead Vehicle Tailpipe (and Welding Fume) Exhaust Removal Systems Section 23 52 00…………..Heating Boilers

Section 23 64 10…………..Packaged Water Chillers, Vapor Compression Type Section 23 81 00.00 10……Unitary Air Conditioning Equipment Section 23 81 23.00 20…...Computer Room Air Conditioning Units Section 23 82 01.00 10……Warm Air Heating Systems

Division 25 Integrated Automation

Section 25 10 10………….Lonworks Utility Monitoring and Control System

Division 26 Electrical

Section 26 00 00.00 20…..Basic Electrical Materials and Methods Section 26 20 00………….Interior Distribution System Section 26 27 13.10 30…..Electric Meters Section 26 32 14.00 10.….Diesel-Generator Set, Stationary Section 26 41 01.00 10.….Lightning Protection System Section 26 56 00………….Exterior Lighting

Division 27 Communications

Section 27 10 00………….Building Telecommunications Cabling System

Division 28 Electronic Safety and Security

Section 28 16 01.00 10….Small Intrusion Detection Systems (IDS)

Section 28 31 76………….Interior Fire Alarm System and Mass Notification System

Division 31 Earthwork

Section 31 21 13 ……….. Radon Mitigation Section 31 23 00.00 20…..Excavation and Fill Section 31 31 16………….Soil Treatment for Subterranean Termite Control

Division 32 Exterior Improvements

Section 32 12 17…………Hot Mix Bituminous Pavement Section 32 13 11…………Concrete Pavement for Airfields and Other Heavy-Duty Pavements Section 32 16 13…………Concrete Sidewalks and Curbs and Gutters Section 32 17 23.00 20….Pavement Markings Section 32 93 00………….Exterior Plants

Division 33 Utilities

Section 33 11 00………….Water Distribution Section 33 30 00………….Sanitary Sewers Section 33 40 00………....Storm Drainage Utilities Section 33 51 15………….Natural Gas/Liquid Petroleum Gas Distribution Section 33 56 10………….Factory Fabricated Fuel Storage Tanks Section 33 61 00………….Prefabricated Underground Heating/Cooling Distribution

System Section 33 70 02.00 10…..Electrical Distribution System, Underground Section 33 71 01………….Overhead Transmission and Distribution Section 33 82 00………….Telecommunications Outside Plant (OSP)

Division 43 Process Gas and Liquid Handling, Purification, and Storage Equipment

Section 43 15 00.00 20…..Low Pressure Compressed Air Piping (Non-Breathing Air Type)

APPENDIX A Environmental Topics Appendix A-1 Occupational Health Considerations

Appendix A-2 Clean Air Act Appendix A-3 Clean Water Act Appendix A-4 Safe Drinking Water Act Appendix A-5 Toxic Substances Control Act (TSCA) Appendix A-6 Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) Appendix A-7 Solid Waste Disposal Act Appendix A-8 Hazardous Waste Disposal Act Appendix A-9 Emergency Planning and Community Right-To-Know Act

APPENDIX B Intentionally Left Blank APPENDIX C Digging/Excavation Permits APPENDIX D Building Interior and Exterior Finishes APPENDIX E Fort Campbell Landscape Plant List APPENDIX F Utility Procedures APPENDIX G Mold and Humidity Control APPENDIX H Network Enterprise Center, Fort Campbell Requirements APPENDIX I Arms Room Requirements APPENDIX J Refuse Container Enclosures APPENDIX K Grinding of Concrete, Asphalt and Masonry Materials APPENDIX L Anti-Terrorism/Force Protection Barriers APPENDIX M Electrical Requirements APPENDIX N Accessibility for Disabled Persons

Technical Design Guide

CHAPTER 1

General Information and Administrative Requirements

PARAGRAPH

1-1 Purpose 1-2 Document Format 1-3 Application 1-4 Design Submittals 1-5 Improvements and Deviations

1-1 Purpose

1-1.1 Fort Campbell Requirements are considered mandatory. Requirements shall be reflected on construction contract documents and support data.

1-1.2 The Fort Campbell, Kentucky, Technical Design Guide provides a single-source, comprehensive resource for technical requirements regarding all MILCON and OMA program projects located on post.

1-1.3 The technical guidance and criteria in this document is considered specific to Fort

Campbell and it applies to all engineering and construction efforts completed by the Directorate of Public Works (DPW), the US Army Corps of Engineers (COE), and all Contract A-E designers.

1-1.4 The Fort Campbell, Kentucky, Technical Design Guide is the result of ongoing joint efforts between Fort Campbell and and the Louisville District Army Corps of Engineers (USACE- LRL) and is the property of the Fort Campbell, Directorate of Public Works.

1-1.5 The Fort Campbell, Kentucky, Technical Design Guide is maintained by the DPW and the current revision is made available at the public access website, under the Technical

Design Guide link. The DPW URL is :

http://www.campbell.army.mil/campbell/directorates/DPW/Pages/DPWHomePage.aspx

Currently, the entire, direct link is:

http://www.campbell.army.mil/campbell/directorates/DPW/Documents/Docs/FTC_Tech_Design_Guide.pdf http://www.campbell.army.mil/campbell/directorates/DPW/Documents/Docs/FTC_Tech_Design_Guide.pdf

1-1.6 A joint DPW and COE committee oversees maintenance, evaluation, and revision of the technical contents. Specific guidance and criteria contained within are developed through specialized sub-committees with representatives from engineering, construction, and maintenance personnel from Ft. Campbell and Louisville COE. It is intended by the committee that the document continuously grows to accept additional information, accept changes in technology, and reflect changes in Army guidance, policies and visions.

1-1.7 The Fort Campbell DPW vision includes the need for consistent design and construction of environmentally sound, energy efficient, easily maintainable facilities. This technical document is part of an ongoing commitment to bring that vision into reality at Ft. Campbell.

1-2 Document Format

1-2.1. The TDG is written using MasterFormat (Construction Specifications Institute (CSI)) division categories, as implemented in the Unified Facilities Guide Specifications (UFGS), where possible. Additional information is added preceding the Division specific entries where items do not fit within a specific section.

1-2.2. Instructions to Designers provide technical directions and describe where Fort Campbell Requirements shall be stated in contract and supporting documents.

1-3 Application

1-3.1 Contents of this document shall apply to design and construction effort for all MCA funded and OMA funded projects completed by the DPW and/or the USACE-LRL. It applies to both in-house staff and to contracted designers.

1-3.2 This document shall be used in collaboration design and Urban Design requirements described in companion document: ACSIM, Army Installation Design Standards, also available on the Internet.

1-4 Design Submittals

1-4.1 All MILCON funded project designs shall follow design and submittal procedures outlined in the Project Management Plan (PMP) together with the A-E Scope of Services, or the in-house Quality Control Plan/Contract.

1-4.2 All OMA funded project designs shall follow design and submittal procedures identified in the designer prepared “Statement of Work” or “Performance Work Statement”.

1-4.3 It is the responsibility of the Designers of Record to insure technical contents of this document are incorporated into design documents prior to submission for review.

1-5 Document Improvements and Deviations

1-5.1 Recommended changes, additions and requests for deviation are invited.

Recommended changes, additions, additional guidance topics and requests to deviate from the guidance are accepted at any time. Recommendations can be offered electronically or in paper form. To assist those reviewing recommendations, a sample form containing the needed information is available in Figure 1. Completed forms shall be provided to the DPW System Engineers or Louisville COE Committee Member identified below:

Fort Campbell System Engineers

Robert Galbraith, Electrical System Engineer/Manager Phone: 270.798.2940 robert.t.galbraith2.civ@mail.mil

Mir Khan, Mechanical System Engineer/Manager Phone: 270.412.0811 mir.f.khan.civ@mail.mil

Robert MacKay, PE Civil System Engineer/Manager Phone: 270.412.0870 robert.b.mackay14.civ@mail.mil

Return to Table of Contents mailto:robert.t.galbraith2.civ@mail.mil mailto:mir.f.khan.civ@mail.mil mailto:robert.b.mackay14.civ@mail.mil

Chapter 1 Figure 1:

Recommended Document Change

Please Indicate the Type of Proposed Change:

____ Modification ____ New Topic

Please Indicate the Recommended Priority:

____ Routine ____ Urgent

Please Explain the Proposed Change:

Please identify any guidance, criteria, or reasons causing the proposed change:

Please Provide the Point of Contact who generated this proposal:

Name: ________________________

Phone: _______________________

Email: ________________________

Return to Chapter 1 para 1-5

CHAPTER 2

General Requirements

PARAGRAPH

2.0 General Design Provisions

General Design Criteria Deliverables Antiterrorism / Force Protection Fire Protection/Life Safety Metric Design Surveying and Mapping Requirements Geotechnical Requirements Cost Engineering Engineering Instructions for Field Personnel Transfer and Acceptance

2.1 Special Ft. Campbell Criteria

Energy Program Historic District Environmental Underground and Aboveground Storage Tanks Solid Waste Disposal / Recycling Diversion Practices Erosion and Sedimentation Control Permits Fort Campbell DPW Computer Software Capabilities Installation Internet Addresses

2.0 General Design Criteria

MILCON Projects

For new construction in the MILCON program, design effort will be completed in accordance with the approved Project Management Plan (PMP), design contract scope of services, and identified criteria. The ACSIM, Army Installation Design Standards, together with this document shall both apply to engineering and construction actions.

http://www.acsim.army.mil/od/assets/docs/Army_Installation_Design_Standards_21July06.pdf

OMA Projects

For Operations and Maintenance projects, design effort will be completed in accordance with the DPW contract scope of services. Scope of design services shall be based upon the designer prepared project specific Scope Definition Document that is completed after a pre-design conference and site evaluation.

MILCON and OMA Projects

The designer must carefully consider the mounting location of each HVAC equipment from a maintenance standpoint. If the equipment must be mounted above the floor, it must easily accessible from a step ladder or include a catwalk and ladder for maintenance or filter changes.

Equipment should be located so that moving furniture is not necessary. VAV boxes or other HVAC equipment above a suspended ceiling must be mounted low enough that a mechanic can service it using a ladder without having to disassemble the ceiling grid. Designers must show the mounting height and insure access to all sides of equipment.

The designer will ensure that the mechanical and electrical areas are located for easy access.

Four-pipe heating, ventilating, and air conditioning (HVAC) systems shall be installed for year-round heating and cooling in barracks and administrative spaces. Radiant heat shall be installed in all high bay areas that require heating. Steam is not preferred.

When new equipment is added to an existing building, the new mechanical systems must be compatible with the existing systems and composed of standard commercially available items with readily available service and repair parts into the foreseeable future.

Any mechanical rooms above the first floor shall have access (door, removal louvers, etc.) of ample size such that the largest piece of installed equipment could be removed through the opening and transported to the outside of the building.

For each piece of equipment ask yourself how the maintenance technician will access the equipment for service, repair, and removal and replacement of heavy parts such as motors.

Energy Conservation Program Section 2, Executive Order 13423 states “(a) Improve energy efficiency …through reduction of energy intensity by 3% annually…” , “(c) Beginning in FY 2008, reduce water consumption intensity…by 2 percent annually…”.

Fort Campbell’s preferred manufacturers are shown on the following table:

Item Preferred Manufacturer Model/Remarks

Plumbing Systems

Circulating Pump Bell and Gossett or Taco Bronze body or suitable for the service specified

Commodes – flush valve type

Kohler or American Standard 1.6 gallons Sloan flush valve, manually operated

Commodes – tank type Kohler or American Standard 1.28 gallon per flush with 3-inch glazed trapway

Faucet - lavatory Delta or Moen Metal body, Single handle – or as specified

Faucet - shower Delta, Moen, or Simmons Temperature and pressure balanced, single handle. No institutional shower heads allowed.

Urinals American Standard or Kohler 1/8 gallon per flush, ultra low flow, flush valve, manually operated.

Water Boiler Lokinvar or Raypack Copper fin tube non-condensing type

Water Cooler – Wall Hung Sunrock As specified

Mechanical Systems

Air Compressors Quincy

Air Conditioners, DX and heat pump, 5-ton cooling capacity, or less

Trane, American Standard, or Carrier

Chillers Trane or Carrier Magnetic Bearing

Furnaces, 200,000 BTU/hr heat capacity, or less

Trane or Carrier

Steam regulators Leslie

Electrical Systems

Building Controls Johnson or Honeywell

Utility Monitoring & Controls Tritium or Lon Works

Copper-fin-tube hot water boilers, non-condensing type, are preferred for all comfort heating and large domestic hot water requirements, in lieu of cast iron sectional or fire tube boilers.

Outdoor copper fin tube boilers shall be equipped with freeze protection. Primary/secondary piping with primary loop pump interlock as primary freeze protection is preferred. Freeze valve or solenoid that flows water through the boiler on power failure is acceptable.

Install emergency boiler shutoff (push button) switches just inside mechanical room door.

In converters, use stainless steel converter tubes instead of copper.

Include manufacturer approved devices installed for testing samples of water and steam in the system (both in the mechanical room and at the ends of the system).

At the steam entrance into a building, install a double-block-and-bleed valve arrangement for positive isolation and venting of the steam during maintenance of the downstream system components.

For oil containing equipment, design a containment curb under the equipment.

Do not install equipment in pits.

Roadway Construction

All roadways shall be designed in accordance with the AASHTO Green Book.

Pipes shall have low profile headwalls or flared end sections. Pipes under roadways will have a minimum diameter of 15 inches or have an equivalent capacity with an elliptical pipe. Pipes under driveways must have a minimum of 12 inches in diameter. All pipe under roadways must be reinforced concrete pipe unless approved DPW.

Sidewalks and parking lots must meet ADA requirements. A red truncated rubber mat will be placed at the end of a ramp in accordance with ADA requirements.

All entrances that may now or later be used by truck or buses shall have a minimum 45 foot radius. Entrances that will only be used by cars shall have a minimum of 25 foot radius.

1st Qtr 2nd Qtr 3rd Qtr 4th Qtr

East

West

North

New roadways and bridges shall be designed for MLC 24 loadings unless otherwise specified or approved by DPW.

No temporary construction equipment or facilities including fence shall be placed closer than 10 feet to the edge of pavement. The clear zone must be kept clear of obstacles.

Temporary Traffic Control (TTC) will be the contractor’s responsibility. A TTC plan must be submitted to DPW for its review. All TTC shall be in conformance with Chapter 6 of the MUTCD. Signs, pavement marking and barricades shall be inspected on a daily basis and a log showing the inspection, the deficiencies and the corrections must be submitted to the engineer on a weekly basis. Signs shall be cleaned as necessary to keep the message visible.

No work shall be done within 25 feet of the center of the railroad track and any work done on or near the railroad will need coordination with the DOL Transportation Office before work commences.

2.0.1 Deliverables

Drawing Standards

All CADD drawings shall be done on Bentley Microstation Release 8 or a compatible approved equal system.

Drawing scale units shall be in the English system. Regardless of the CADD program the Contractor uses in-house, drawing submittals all drawings shall be in a Bentley Microstation release V8, V8i, or a compatible, approved equal.

Cardinal North shall be oriented either to the top or upper right quadrant.

Sheet border shall be provided by DPW-EDB.

A graphic scale shall be shown on each sheet of the drawings.

The CADD Drawing file naming convention shall follow Chapter 2 of the "A/E/C CADD Standards” Document within the Spatial Data Standards Facilities/Infrastructure/Environment (SDS/FIE) model maintained by the CADD/GIS Technology Center (http://tsc.wes.army.mil).

Layer/Level assignments of feature data within the CADD drawings will follow ‘Appendix A:

Model File Level/Layer Assignment Tables’ of the "A/E/C CADD Standards” Document within the Spatial Data Standards Facilities/Infrastructure/Environment (SDS/FIE) model maintained by the CADD/GIS Technology Center (http://tsc.wes.army.mil).

http://tsc.wes.army.mil/ http://tsc.wes.army.mil/

The "A/E/C CADD Standards” Document (26MB) are available at the following internet site:

http://tsc.wes.army.mil/products/tssds-tsfms/tssds/projects/sds/ To request an “A/E/C CADD Standard” CD, go to http://tsc.wes.army.mil/comments/aecsds_comments/AECSDS-CommentForm.asp and fill out the CD request form.

The ‘CADD Drawing file naming convention’ is referenced in the ‘\Release 2_x Document\’ folder on of the "A/E/C CADD Standards” CD. It is an Adobe Acrobat PDF document named ‘volume1.pdf’. See Chapter 2 for ‘CADD Drawing Naming Convention’ standards.

The ‘Layer/Level assignments of feature data within CADD drawings’ is referenced in the ‘\Release 2_x Document\’ folder on the "A/E/C CADD Standards” CD. It is an Adobe Acrobat PDF document named ‘volume1.pdf’. See ‘Appendix A: Model File Level/Layer Assignment Tables’’ within the PDF document.

For MILCON projects, Drawings shall also be prepared in accordance with USACE Standards available from the PE/A.

For OMA projects, Drawings shall also be prepared in CADD format using standard 24" X 36" sheets.

Drawings for all projects that are Ready to Advertise (RTA) shall be in the approved electronic format.

Hard-copy Drawings

Final construction contract drawings and as-built drawings submitted for official government records shall be digital and placed on 24" x 36" white bond paper.

Sheet border shall be provided by DPW-EDB.

A graphic scale shall be shown on each sheet of the drawings.

Digital Drawings

Searchable PDF shall be provided for each final design drawing.

Specifications

For MILCON projects, specifications for projects that are RTA shall be included only in the approved electronic format.

For OMA projects, Construction specifications shall be prepared as agreed in the Scope Definition Document. Specifications for projects that are RTA shall be included only in the approved electronic format.

Calculations http://tsc.wes.army.mil/products/tssds-tsfms/tssds/projects/sds/ http://tsc.wes.army.mil/comments/aecsds_comments/AECSDS-CommentForm.asp

Supporting calcuations shall be provided for all engineered designs.

The Designer of Record must provide calculations (in accordance with all required regulations, codes, specifications, UFGS, UFCs, etc.) to verify proper design and operation of the facility in all diciplines.

Calculations must be described fully, written clearly, and lead the reviewer through the design by stating all assumptions and design inputs.

Computer printouts are acceptable only if accompanied by explanations to allow adequate independent review of calculation methods and results.

Design Analysis

For MILCON projects, design support documentation shall be provided. The Design Analysis shall be completed in the approved format and as required in the appropriate UFC. At the conclusion of the design effort, the documentation shall be provided in an approved electronic format.

2.0.2 Antiterrorist / Force Protection

All new construction projects including additions and alterations shall include antiterrorist / Force Protection (AT/FP) features in accordance with UFC 4-010-01, DOD Minimum Antiterrorism Standard for Buildings.

2.0.3 Fire Protection/Life Safety

Every project including MILCON and OMA shall be designed using only the following DOD directed criteria:

UFC 1-200-01, General Building Requirements shall be used mandatory guidance concerning required model building codes for design and construction.

Fire Protection requirements shall comply with UFC 3-600-01, Fire Protection Engineering For Facilities.

Exiting requirements shall comply with the Life Safety Code, NFPA 101.

No asbestos containing materials shall be used for construction.

2.0.4 Metric Design

Consideration of Metric dimensioning (SI) is required for all MILCON projects.

Project specific guidance is available through the Louisville District project PE/A.

For OMA projects, metric dimensioning is used on a case-by-case basis: If the original project was developed in English (IP) units, follow-on OMA projects can also use English inch-pound (IP) units.

If the original documents were developed in metric units, the OMA projects must also be executed in metric (see contrary requirements in 2.0.1).

http://www.wbdg.org/ccb/DOD/UFC/ufc_1_200_01.pdf http://www.wbdg.org/ccb/DOD/UFC/ufc_3_600_01.pdf http://www.wbdg.org/ccb/DOD/UFC/ufc_3_600_01.pdf

2.0.5 Surveying and Mapping Requirements

Coordinate System

The coordinate system used to maintain digital data will be the Tennessee State Plane Coordinate System (TN SPCS). The datum used will be the North American Datum of 1983 (NAD83). The mapping unit will be ‘US Survey foot’. The vertical datum used will be the North American Vertical Datum 1988 (NAVD1988).

Mapped geographic data will have precision less than one (1) meter vertical and horizontal unless otherwise stated in the Scope of Work.

o The digital geospatial data will be 99% free of topological errors including, but not limited to: the absence of dangling nodes, undershoots, overshoots, and snapped nodes for line segments; the existence of features that have area (square footage) will have polygon representations (per SDSFIE).

GPS - Surveyed data shall be within one (1) centimeter horizontal and two (2) centimeters vertical precision unless otherwise stated in the Scope of Work.

Fort Campbell has the following control point network and datum requirements for every MILCON project.

Two new control monuments shall be established on site and tied to Tennessee State Plane Coordinate System NAD 83.

The survey control points are GPS Class I and Class II Horizontal with additional elevation coming from an off-post USGS Class I bench mark to establish Second Order Class II vertical on all survey control points.

Hardcopy books of existing points (including sketches) are maintained at both Fort Campbell DPW Engineering Design Branch and the Louisville District (POC Chris Heintz

(502) 315-6408.

For work contracted by Louisville District, the contractor is required to establish a permanent baseline at the project. In areas where existing concrete monuments are abundant, iron pins with caps are allowed. The contractor supplies CELRL-ED-M-SM (Survey and Mapping Section) with description sheets for the points they establish and the District forwards the information to Fort Campbell.

Similarly, OMA work performed by Fort Campbell will have the survey control point data reported to the DPW POC for forwarding to the District.

2.0.6 Geotechnical Requirements

The following is a list of aggregate sources for concrete, asphalt, stone-base, sub-base, and DGA which met or exceeded the quality standards set forth in the technical sections of the COE specifications for Fort Campbell projects:

Coarse material sources for base course, bituminous paving, cast-in-place structural concrete, concrete pavements, and pre-cast architectural concrete.

Hopkinsville Stone, Hopkinsville, KY, Ledges 11 to 17, about 85 feet.

KY Stone Company, Canton, KY, Ledges 2 and 3, about 33 feet.

Vulcan Materials, Gilbertsville, Kentucky. Ledges 4 and 26, about 393 feet.

Martin-Marietta Aggregates, Smithland, Kentucky, Ledges 16 to 19, about 51 feet.

Vulcan Materials, Clarksville, TN, Ledges 16 & 17, about 30 feet.

Winn Materials, Clarksville, TN, Ledge 3, about 20 feet.

Natural fine aggregate sources for concrete, asphalt, stone-base, subbase and DGA are listed below.

Delta Materials, Henderson, Kentucky.

Ingram Materials, Paducah, Kentucky.

Mayfield Aggregates, Mayfield, Kentucky.

Delta Materials, Cairo, Illinois Manufactured fine aggregates for concrete:

Hopkinsville Stone Company, Hopkinsville, Kentucky.

POC for further information at the Louisville District contact:

Mr. David Black (502) 315-6436 Mr. David Kiefer (502) 315-6445

2.0.7 Cost Engineering

Both MILCON and OMA projects require a construction cost estimate.

For MILCON projects the estimate shall be prepared using M-CACES software.

Cost estimates for OMA projects shall be provided to the DPW at the time of submittal for bid issue.

Official government cost estimates are not to be made public. They remain the property of the Government, and classified FOR OFFICIAL USE ONLY.

2.0.8 Engineering Considerations and Instructions for Field Personnel

This documentation is required for all MILCON projects, and is normally a part of the Design Analysis. It offers the designers an opportunity to provide a written document providing important design facts to the construction field personnel. An example format of the Engineering Instructions is provided, which shall be revised and reflect project specific information.

2.0.9 Transfer and Acceptance

Completion of the Transfer and Acceptance of Military Real Property, DD Form 1354 is required for all projects. A draft copy of this information must be submitted with the Final Design submittal. This requirement applies to both MILCON and OMA program projects. DA Pam 415-28 is used to determine Cat Code for facility being transferred (http://www.apd.army.mil/pdffiles/p415_28.pdf)

2.1 Special Ft. Campbell Criteria

2.1.1 Army Energy Program

Refer to UFC 1-200-02, High Performance and Sustainable Building Requirements, 1 March 2013 Table 1-1, page 2.

Consider the following questions during project design:

A. Is the garrison meeting annual federal energy and water reduction goals as compared to baseline usage?

B. Does the garrison use an energy design guide/checklist for all project designs to ensure that all cost-effective energy measures are incorporated into the design?

http://www.apd.army.mil/pdffiles/p415_28.pdf http://www.wbdg.org/ccb/DOD/UFC/ufc_1_200_02.pdf

C. Are procedures in place to ensure that all new purchases of equipment are an Energy Star or FEMP designated product?

D. Is the garrison implementing other renewable thermal energy technologies (biomass, geothermal, solar water heating? Etc.) to meet the goal of 25% renewable energy consumed by 2025?

2.1.2 Historic District

The “Clarksville Base” portion of Ft. Campbell cantonment area is eligible for the National Register of Historic Places as a significant Cold War historic district. Designers are required to consult with the State Historic Preservation Office (SHPO) and the federal Advisory Council on Historic Preservation for any projects that are sited at the Clarksville Base. POC is DPW Environmental Division Cultural Resource Manager at 270-798-7437.

2.1.3 Environmental

The Environmental Division is under the guidance of the Directorate of Public Works at Fort Campbell. The Environmental Division Internet address will provide added information and points of contact.

Environmental Compliance is mandatory for all projects.

Designers shall NOT contact Kentucky or Tennessee regulators regarding environmental issues. Contact the Ft. Campbell Environmental Div.

24-hour "Environmental Quality Officer" course is available bi-monthly on post by Ft.

Campbell's Environmental Division. Designers are encouraged to attend.

Designs shall take into consideration wetlands and endangered species on the installation.

Several environmental topics contained in this document include the following:

APPENDIX A:

Occupational Health Considerations Clean Air Act Clean Water Act Safe Drinking Water Act Toxic Substance Control Act (Lead Based Paint and Radon) FIFRA (Pesticides)

Solid Waste Disposal/Diversion Practices Hazardous Waste Disposal Practices

Emergency Planning and Community Right to Know http://www.campbell.army.mil/envdiv/index.htm

2.1.4 Underground and Aboveground Storage Tanks

Aboveground and underground petroleum product storage tanks shall not be permitted at new construction projects without design review and approval by the Directorate of Public Works, Environmental Division, Petroleum Storage Tank Program Manager.

Underground Storage Tanks (USTs) shall not be installed without approval from the DPW Environmental Division. USTs shall be double walled steel fiberglass coated with interstitial monitoring and automatic tank gauging. The monitoring system shall be compatible with the systems already in use and capable of being remotely monitored by the Environmental Division. No used oil USTs shall be installed.

Above Ground Storage Tanks (ASTs) shall not be installed without approval from the DPW Environmental Division. ASTs shall follow requirements outlined in the Ft. Campbell Technical Design Guide, Section 33 56 10 Factory-Fabricated Fuel Storage Tanks.

Design for used petroleum products holding and storage shall not include tanks. Only 55-gallon drum containers shall be used that are placed on approved pavement materials properly designed for hazardous spill containment and be secondarily contained.

2.1.5 Solid Waste Disposal / Recycling Diversion Practices

In the interest of reducing waste, Fort Campbell is actively recycling and reducing waste in all on-post operations. Contractors are required to participate in on-post programs. They are encouraged to find ways of reducing waste. Recycling shall be practiced to the maximum extent possible. Refuse materials shall be separated in accordance with installation policies and practices.

It is the intent of the installation to divert at least 50% (by weight) of all construction, renovation, and demolition debris from the Woodlawn C/D landfill. Recyclable waste materials shall not be landfilled on or off post. Recyclable materials shall be transported to designated locations for recycling or reuse.

Contractors must evaluate all diversion options and make good-faith effort to achieve the highest diversion rate within the project schedule and budget.

Contract specifications shall require at least a 50% diversion of construction and demolition (C & D) waste materials such as wood, plumbing fixtures, electrical materials (lights and panels), windows, doors, toilet partitions, HVAC equipment, and scrap metals be diverted from the landfill. Diversion can be accomplished by deconstructing the wood buildings and components per instructions below or by moving the structure off-post. Construction specifications shall require a C&D Waste Management Diversion Plan to be submitted and approved by DPW.

All material disposal and diversion shall be handled in accordance with Appendix A-7, Solid Waste Disposal/Diversion Practices. Salvageable materials shall be disposed of as per the contract specifications. If salvageable materials are transported off the installation, the contractor shall provide the project COR with the following information, type of material, method of disposal, and weights of material.

2.1.6 Erosion and Sedimentation Control

Erosion prevention and sedimentation control practices are required for activities that disturb soil, including construction sites and associated borrow pits, on the Fort Campbell Military Reservation.

Project plans and specifications shall include requirements contained in CAM REG 200-1 and the Fort Campbell Stormwater Management Plan. Best Management Practices (BMPs) shall follow the design criteria in the 2012 Tennessee Erosion Prevention and Sediment Control Handbook.

The requirements shall apply at Fort Campbell, KY to its military units, construction contractors, Garrison activities and all authorized subcontractors.

The Tennessee Erosion Prevention and Sediment Control Handbook provides criteria for the permitting, design, installation, and maintenance of erosion prevention/sediment control practices and stormwater management to prevent water pollution. Those responsible for design of these practices shall evaluate the existing site conditionse and determine if the minimum criteria contained in these standards are adequate or if more stringent criteria should be used.

2.1.7 Permits

2.1.7.a Local permits are required for construction activities at Ft. Campbell.

2.1.7.b Permits must be Contractor completed and submitted prior to beginning any construction effort.

2.1.7.c Contract documents must identify and contain permits that will apply to the contract.

2.1.7.d Among permits required included those for the following activies, confined space demolition, excavation, compaction, electrical, fuel tank installation, and environment.

http://www.tnepsc.org/handbook.asp

2.1.7.e Specific Permit Information

Borrow Permit

A borrow area permit shall be obtained by contractor/sub-contractor:

If the scope of work requires soil material to be brought in from Fort Campbell-designated borrow areas or, spoil material is to be transported away from the construction limits of the project to Fort Campbell-designated borrow areas.

Storm Water Pollution Prevention Permit

The contractor shall follow the guidelines and permitting process set forth in Section C1.10.6 and the Fort Campbell Policy for Storm Water Erosion and Sediment Control at Construction Projects document.

Electrical Permit No electric equipment shall be installed within or on any Fort Campbell building, structure, or premises, nor shall any alteration or addition be made in any such existing equipment without first securing an Electrical Permit from the Fort Campbell Electrical Inspector in accordance with CAM Regulation 420-4 (Quality Assurance “Electrical” Inspection Standards) latest edition.

Landfill Access Permit The contractor shall obtain a “landfill access permit” to gain access to Woodlawn C&D landfill.

2.1.8 Mold and Moisture Control:

Design features identified in Appendix G are critical to long term building environmental quality. They shall be incorporated into all projects.

2.1.9 Fort Campbell DPW Computer Software Capabilities:

2.1.9.a Software capabilities may vary within the DPW. To assure that electronic files can be accessed, the following versions of software are commonly utilized in the DPW:

Microstation, V8i or later

Microsoft Office 2013 2007 or later

2.1.9.b Digital files being transferred to Fort Campbell shall be saved to allow accessibility with the above software.

2.1.9.c Files shall not be “write protected” or “view only”.

2.1.10 Installation Internet Addresses

Ft. Campbell

The Directorate of Public Works http://www.campbell.army.mil/

GENERIC SCOPE DEFINITION DOCUMENT

The following 2 pages contain a generic example of standardized “Scope Definition Document” which is required for each military O&M task order.

Items in black are part of the standard format.

Items in red are project task order specific, and should be changed for each customer request.

Items in blue are options to be considered.

DEPARTMENT OF THE ARMY

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

CORPS OF ENGINEERS

SCOPE DEFINITION DOCUMENT

For

PROJECT NAME

At

LOCATION

Date

1. BACKGROUND: Public Works Center, Detroit Arsenal defined a need for roof replacement on Buildings 229 & 231 at the Warren, MI facility (Site Map - see Enclosure 1), due to leaks and the age of the existing roofing material. There is also work slated to repair & replace air-handling units on these roofs under a separate contract prior to this replacement. Nick Ballard (ED-D-A) attend the meetings, surveyed the structures and obtained photographs and drawings for COE Louisville. This is a year-end funded design Project and must be finalized by mid-September 2000.

Information for this Scope of Work was acquired during a site visit to Detroit Arsenal on June 27, 2000 with the following personnel in attendance at meetings or the site. Kirk Dailey & Nick Ballard COE – Louisville; Jim Park (DPW Director), Bob Novak (Chief of Engineering Plans and Services) & Nabil Tominna (Project PE/A) of PWC Detroit Arsenal.

2. DESCRIPTION OF WORK: Each building is approximately 42,000 S.F.with 5400 S.F. of Penthouse roof and 36,600 S.F. of main roof with typical rooftop equipment. (Bldg. Photos -see Enclosure 2). All building equipment and problems were surveyed during the site visit and noted for review and plan preparation. (Field Notes - see Enclosure 3). PWC Detroit Arsenal provided 11 existing drawings pertinent to this roof project. (Reference Drawings - see Enclosure 4) They will also provide information as to equipment to be abandoned, capped off, removed and utility line rerouting. The customer has requested informal reviews when construction contract documents are approximately 50% complete, and a final review when 100% complete.

Initial discussions derived at the site visit and discussions indicated that the customer preferred replacement be a Modified Bitumen Roof. Existing built-up roofing is approximately 20 years old, and although in very good condition, will soon need replacement. No major environmental hazardous conditions exist. (Asbestos Reports – see Enclosure 5).

The customer also stated that he would like to receive contractor furnished an Operations and Maintenance Manual, including the manufacturers’ cut-sheets showing recommended future roof penetration methods.

Special Environmental Concerns or Requirements and Responses:

Lead Based Paint Removal: None

Asbestos Abatement: (4) Roof samples being taken contained no asbestos.

Other: None

Fire Protection or Life Safety Concerns or Requirements: None

Special work sequencing or Optional items: None

1. SCOPE OF DELIVERABLES TO BE PROVIDED:

Design: [Simplified Design Method Plans and Specs] Review: ?? sets ½ full size CAD prints & Specs – hard copy Contract: (1) Electronic CD/Hard disc to DOC Post Award: All final records, and (1) electronic version Microstation drawings & specs

4. TYPE OF CONSTRUCTION CONTRACT: Job Order Contractor (JOC)

5. DESIGN TEAM & DPW REVIEWERS:

COE Louisville: N. Ballard, J. Jaggers, G. Minter (QC) / M. Mirzaian (PE/A)

DPW: Engineering:

Master Planning:

Environmental Maintenance Shops:

Safety:

Fire Department:

ITBC:

End User:

6. DESIGN COST ESTIMATE: $15,000 (See Attachment 1)

7. DESIGN SCHEDULE: 10 July to 10-12 September…