Attachment 7 - DMCPG_Appendices 20250203.pdf

PDF 8 MB Posted

Attached to
Davis-Monthan AFB Paving IDIQ Contract
Solicitation number
FA487726B0001
Issued by

About this file

This is a comprehensive design guidance document and appendices for Davis-Monthan Air Force Base facility construction and renovation projects, supplemented by a federal solicitation for paving services.

The primary document consists of multiple appendices providing technical standards and environmental compliance requirements for contractors performing work at Davis-Monthan AFB. Appendix A lists references and standards including Unified Facilities Criteria (UFC), Air Force instructions, NFPA codes, and industry standards for telecommunications and facility design. Appendix B contains standard construction details and sample calculations for site elements including building signage, dumpster enclosures, curbing, parking layouts, drainage, electrical systems (switchgear, transformers, metering cabinets, power poles), telecommunications infrastructure, and irrigation systems. Appendix C specifies AMRS electric meter requirements including Schneider Electric PM5560, PM8000, and ION series meters with Modbus/TCP communication, current inputs of 5A nominal, ethernet connectivity, and internal data storage for 90 days of interval consumption and demand data. Appendix D outlines comprehensive cybersecurity requirements for civil engineer control systems including network enclaves, patch management, remote access restrictions, continuous monitoring, zero trust architecture principles, and specific roles for Information System Owners, Security Managers, and Authorized Officials. Appendix E provides telecommunications installation criteria covering fiber optic backbone infrastructure (36-strand single mode for ITBs, 12-strand for EBs), Category 6 UTP copper cabling, communications equipment room specifications, grounding requirements per ANSI/EIA standards, testing protocols per EIA/TIA-568-B, and detailed labeling procedures. Appendix F is a contractor environmental guide requiring EMS awareness training, hazardous material documentation with Safety Data Sheets, Construction and Demolition debris diversion plans, asbestos and lead-based paint determinations, stormwater pollution prevention plans, and spill response procedures.

The associated federal solicitation (FA487726B0001) is an Indefinite Delivery Indefinite Quantity contract for paving and airfield maintenance at Davis-Monthan AFB with an estimated value between $5 million and $10 million, project magnitude classified as NAICS 237310 with a $45 million small business size standard. This is a competitive 8(a) set-aside requiring performance of demolition, utility work, subgrade preparation, concrete and asphalt placement, sidewalk construction, striping, and drainage work. The contract period is five years, with a closing date of June 11, 2026, and submission required through SAM.gov's Procurement Integrated Enterprise Environment (PIEE). Award will be made to the lowest responsible bidder, and offerors must demonstrate bonding capability. Funds are not currently available, and the government reserves the right to cancel the solicitation.

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Appendix A – Master List of References and Appendices

Division(s) Content Location/Resource/Contact

All Whole Building Design Guide Site WBDG | WBDG – Whole Building Design Guide

All Unified Facilities Criteria (UFCs) Unified Facilities Criteria (UFC) | WBDG

– Whole Building Design Guide

All International Code Council Digital Codes (IBC, IPC, IMC, etc) ICC Digital Codes – Home (iccsafe.org)

1.7 AFCEC.CPP.Platform@us.af.mil Bonnie.carter@us.af.mil

1.7 Air Force Instruction: AFI 32–

https://static.e– publishing.af.mil/production/1/af_a4/public ation/afi32– 1015/afi32–1015.pdf

1.7 Air Force Policy Directive: AFPD

32–10 Installations and Facilities https://static.e– publishing.af.mil/production/1/saf_ie/public ation/afpd32– 10/afpd32–10.pdf

1.7 Airfield Planning & Waivers

Playbook https://www.ceplaybooks.com/playbooks/5 3518701–466f– 467b–bdf4–080a14f29c36/

1.7 Comprehensive Planning Platform

(CPP)

https://usaf.dps.mil/teams/CPP/Style%20L ibrary/PROD/home. aspx

*CAC required

1.7 Department of Air Force Manual:

DAFMAN 32–1084, Facility Requirements Standards https://static.e– publishing.af.mil/production/1/af_a4/public ation/dafman32– 1084/dafman32–1084.pdf

1.7 Installation Facilities Standards

(IFS)

https://www.wbdg.org/ffc/af– afcec/installation–facilities– standards–ifs

1.7 Integrated Installation Planning

Playbook https://www.ceplaybooks.com/playbooks/7f 7c16d3–97b2– 43db–8310–5fee456588c0/ https://wbdg.org/ https://wbdg.org/ https://wbdg.org/ffc/dod/unified-facilities-criteria-ufc https://wbdg.org/ffc/dod/unified-facilities-criteria-ufc https://codes.iccsafe.org/ https://static.e-publishing.af.mil/production/1/af_a4/publication/afi32-1015/afi32-1015.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/afi32-1015/afi32-1015.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/afi32-1015/afi32-1015.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/afi32-1015/afi32-1015.pdf https://static.e-publishing.af.mil/production/1/saf_ie/publication/afpd32-10/afpd32-10.pdf https://static.e-publishing.af.mil/production/1/saf_ie/publication/afpd32-10/afpd32-10.pdf https://static.e-publishing.af.mil/production/1/saf_ie/publication/afpd32-10/afpd32-10.pdf https://static.e-publishing.af.mil/production/1/saf_ie/publication/afpd32-10/afpd32-10.pdf https://www.ceplaybooks.com/playbooks/53518701-466f-467b-bdf4-080a14f29c36/ https://www.ceplaybooks.com/playbooks/53518701-466f-467b-bdf4-080a14f29c36/ https://www.ceplaybooks.com/playbooks/53518701-466f-467b-bdf4-080a14f29c36/ https://usaf.dps.mil/teams/CPP/Style%20Library/PROD/home.aspx https://usaf.dps.mil/teams/CPP/Style%20Library/PROD/home.aspx https://usaf.dps.mil/teams/CPP/Style%20Library/PROD/home.aspx https://static.e-publishing.af.mil/production/1/af_a4/publication/dafman32-1084/dafman32-1084.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/dafman32-1084/dafman32-1084.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/dafman32-1084/dafman32-1084.pdf https://static.e-publishing.af.mil/production/1/af_a4/publication/dafman32-1084/dafman32-1084.pdf https://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs https://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs https://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs https://www.ceplaybooks.com/playbooks/7f7c16d3-97b2-43db-8310-5fee456588c0/ https://www.ceplaybooks.com/playbooks/7f7c16d3-97b2-43db-8310-5fee456588c0/ https://www.ceplaybooks.com/playbooks/7f7c16d3-97b2-43db-8310-5fee456588c0/

1.7 Site Planning Playbook https://www.ceplaybooks.com/playbooks/2 128f570–4e53– 11ee–be56–0242ac120002/

09.2 USAF Carpet SharePoint

https://usaf.dps.mil/sites/aficc/afcc/aficc/af fcc/sitecollectiondocuments/carpet/carpeth omepage.aspx

National Fire Protection Association (NFPA)

NFPA | The National Fire Protection Association

21.1 AFCEC A–Gram 08–03 “Over–

Protection Reduce Reliability”

Contact the 355 Civil Engineer Squadron, Fire Emergency Services Fire Prevention

Office at 520–228–6027/4333

21.4.8 22.5.1

AFMAN 32–1067 Water and Fuel Systems afman32–1067.pdf

22.10 Pima County Code Article XIV, Section 13.36.430

13.36.400 Statement of policy.

(amlegal.com)

22.12 23.26.1

US Army Corps of Engineers CAD·BIM Technology Center CAD Details Library (dren.mil)

23 ASHRAE Standards and Guidelines Standards and Guidelines (ashrae.org)

25.2.7 AFI 32–9005 Real Property

Accountability

Department of the Air Force E–Publishing > Publications + Forms (af.mil)

25.2.10 Air Force Information Technology

Boundaries (2022)

4.a. DAF Boundary Descriptions for Authorized Officials.pdf (dps.mil)

25.5.3 AMRS Meter Specifications Appendix C

https://www.ceplaybooks.com/playbooks/2128f570-4e53-11ee-be56-0242ac120002/ https://www.ceplaybooks.com/playbooks/2128f570-4e53-11ee-be56-0242ac120002/ https://www.ceplaybooks.com/playbooks/2128f570-4e53-11ee-be56-0242ac120002/ https://usaf.dps.mil/sites/aficc/afcc/aficc/affcc/sitecollectiondocuments/carpet/carpethomepage.aspx https://usaf.dps.mil/sites/aficc/afcc/aficc/affcc/sitecollectiondocuments/carpet/carpethomepage.aspx https://usaf.dps.mil/sites/aficc/afcc/aficc/affcc/sitecollectiondocuments/carpet/carpethomepage.aspx https://www.nfpa.org/ https://www.nfpa.org/ https://static.e-publishing.af.mil/production/1/af_a4/publication/afman32-1067/afman32-1067.pdf https://codelibrary.amlegal.com/codes/pimacounty/latest/pimacounty_az/0-0-0-8912 https://codelibrary.amlegal.com/codes/pimacounty/latest/pimacounty_az/0-0-0-8912 https://cadbimcenter.erdc.dren.mil/cadlib.aspx https://www.ashrae.org/technical-resources/standards-and-guidelines https://www.e-publishing.af.mil/Product-Index/#/?view=pubs&orgID=10141&catID=1&series=15&modID=449&tabID=131 https://www.e-publishing.af.mil/Product-Index/#/?view=pubs&orgID=10141&catID=1&series=15&modID=449&tabID=131 https://usaf.dps.mil/teams/EAO/Wiki%20Documents/4.a.%20DAF%20Boundary%20Descriptions%20for%20Authorized%20Officials.pdf https://usaf.dps.mil/teams/EAO/Wiki%20Documents/4.a.%20DAF%20Boundary%20Descriptions%20for%20Authorized%20Officials.pdf

25.8 UFGS 25 10 10 Utility Monitoring

and Control Systems (UMCS) Front End And Integration

UFGS 25 10 10 Utility Monitoring and Control System (UMCS) Front End and Integration | WBDG – Whole Building

Design Guide

25.9

DAF Guidance Memorandum Civil Engineer Control Systems

Cybersecurity Appendix D

26.1.3 Standard Details and Sample

Calculations Appendix B

26.2.10 City of Tucson/Pima County Outdoor Lighting Code IES

Lighting Code

Building Codes City of Tucson (tucsonaz.gov)

Outdoor Lighting Code PDF is found on the website.

26.2.12 UFGS 26 12 19: Pad–Mounted, Liquid–Filled Medium Voltage

Transformers

UFGS 26 12 19 Pad–Mounted, Liquid– Filled, Medium Voltage Transformers |

WBDG – Whole Building Design Guide

27.1

355th Communications Squadron Telecommunications Installation Criteria for Facility Construction and Renovation Designs (latest edition)

Appendix E

02.2.3 31.1.1

DM Contractor Environmental Guide (latest edition) Appendix F

32.2.7

Arizona Department of Water Resources (ADWR) Low Water and Drought Tolerant Plant Database

Landscaping | Arizona Department of Water Resources (azwater.gov) https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-25-10-10 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-25-10-10 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-25-10-10 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-25-10-10 https://www.tucsonaz.gov/Departments/Planning-Development-Services/Codes/Building-Codes https://www.tucsonaz.gov/Departments/Planning-Development-Services/Codes/Building-Codes https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-26-12-19 https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-26-12-19 https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-26-12-19 https://www.azwater.gov/conservation/landscaping https://www.azwater.gov/conservation/landscaping

33.2 Scheduled Utility/Road Closure

Checklist

Request from 355 CES/CENMP Construction Control Representative

33.2 Base Civil Engineer Work

Clearance Request Form (AF Form 103)

Request from 355 CES/CENMP Construction Control Representative

48.2.1 TEP Interconnection Manual for

Distributed Generation https://safe.menlosecurity.com/doc/docvie w/viewer/docNBF93DACFE35335813dd1 16999ca4a7c9bca8039a6d6faa64c000e606 b228632062c74e322bcb

All CPG Waiver Request Form Appendix G

*If a website requires CAC Access, please request the information through 355 CES/CENMP Project Manager.

https://safe.menlosecurity.com/doc/docview/viewer/docNBF93DACFE35335813dd116999ca4a7c9bca8039a6d6faa64c000e606b228632062c74e322bcb https://safe.menlosecurity.com/doc/docview/viewer/docNBF93DACFE35335813dd116999ca4a7c9bca8039a6d6faa64c000e606b228632062c74e322bcb https://safe.menlosecurity.com/doc/docview/viewer/docNBF93DACFE35335813dd116999ca4a7c9bca8039a6d6faa64c000e606b228632062c74e322bcb https://safe.menlosecurity.com/doc/docview/viewer/docNBF93DACFE35335813dd116999ca4a7c9bca8039a6d6faa64c000e606b228632062c74e322bcb

Appendix B – Master List of Sample Calcs & Details

Division(s) Index Page #

1 Building Address Sign 4 Dumpster Enclosure 5

Curbing Details 6 Survey Monument Detail 7 Contraction Joint Detail 8

Aircraft Tie Down Detail 9 Standard Parking Detail 10

Typical Roadway Section Detail 11 Driveway Entrance Detail 12

Spillway Detail 13 Curb Access Ramp 6” Reveal Detail 14 Curb Access Ramp 8” Reveal Detail 15

21 SS One Piece Riser 16 22 Plumbing Calculations Attached 23 Typical Water Coil Piping Diagram,003 17

Typical Water Coil Piping Diagram, 004 18 Typical Water Coil Piping Diagram, 005 19

Pad Mounted Switchgear 20 Section at Switch Gear 21

Pad Mounted Metering Cabinet 22 Section at Cabinet 23

Pad Mounted Metering Cabinet Wiring 24 Pad Mounted Transformer Plan 25

Pad Mounted Transformer Section 26 Manhole Plan 27

Section at Manhole, 4A 28 Section at Manhole, 4B 29

Pullbox 30 Section at Pullbox 31

Boring and Jacking Section Detail 32 Concrete Collar Detail 33

Steel Sleeve Pipe Detail 34 Boring and Jacking Notes 35

Service Riser 36 Utility Patch 37

Primary Single Duct Section Concrete Encased 38 Primary Two Duct Section Concrete Encased 39 Primary Three Duct Section Concrete Encased 40 Primary Four Duct Section Concrete Encased 41 Primary Six Duct Section Concrete Encased 42 Secondary Single Duct Section Direct Buried 43

Typical Line Corner Pole Detail 44 Section At Culvert 45

Dead-End Riser Pole Detail 46 Down Guy 47 Span Guy 48

Anchor Detail 49 Pad-Mounted Capacitor Bank 50

Section-Pad-Mounted Capacitor Bank 51 Four-Way Load-Break Junction 52

Load-Break Elbow, Feed-Thru Access 53 Insulating Receptacle, 15 KV Standoff Insulation 54

15 KV N-Way Junction 55 High Voltage Elbow Arrestor Assembly 56

Load-Break Elbow & Cable Premolded Termination 57 Surge Arrestor Assembly 58

Street Light Assembly 59 Tee Pole-Primary 60

45 Degree Transition Power Pole 61 90 Degree Transition Power Pole 62

4-Way Pole-Primary 63 4” Riser Pole 64

4” Riser Pole (Transition Pole) 65 Pin Type Pole 66

Suspension/Pin Power Pole 67 Suspension Type Pole 68

Hot Stick Switch Power Pole 69 Pole Top switch with handle 70

Dead End Power Pole 71 3-Phase Transformer Pole 72 1-Phase Transformer Pole 73

Light Assembly 74 Flushed Mounted Taxiway Lights 75

Concrete Encased Duct 76 Sign Installation 77

Concrete Encased Ducts 78

Automatic Controller 79 Riser Assembly 80

Emitter Line Flush Valve 81 Backflow Preventer 82

Emitter 83 Typical Trenching Standards 84

Control Valve 85 Quick Coupling Valve 86

Swing Joint Pop-Up Rotor Assembly 87 Gate Valve 88

Drip-System Assembly 89

Division(s) Content Page #

Division(s) Content Page #

Plaque Rockwork 90 Decomposed Granite Walkway 91

Staking and Planting Trees 92 Boulder 93

Sloped Planting 94 Vine Planting 95

Berm 96 Non-Native Shrub Planting 97

Cactus Planting 98 Metal Edge 99

Native Shrub Planting 100 Ground Cover Planting 101 Typical Extruded Curb 102

Typical Concrete Header 103

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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MO INGALLS

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25 FEB 99

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NONE

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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BUILDING ADDRESS

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SIGN

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DETAIL NO

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DM-A

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BUILDING ADDRESS SIGN

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KEYNOTES

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3" REFLECTIVE WHITE VINYL LETTERS

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(BUILDING ADDRESS, EXAMPLE ONLY)

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2" REFLECTIVE WHITE VINYL LETTERS

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BACKGROUND SCOTCH LITE "BROWN"

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18 GA. SHT. METAL PANEL

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SIGNAGE ATTACHMENT LOCATION

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COORDINATE BUILDING ADDRESS AND NUMBER, AND MOUNTING

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(2 REQ'D PER FACILITY)

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(BUILDING NUMBER, EXAMPLE ONLY)

LOCATIONS WITH CONTRACTING OFFICER PRIOR TO FABRICATION.

DUMPSTER ENCLOSURE SECTION DETAIL

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STEEL FRAME GATE

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#5 @ 32"O.C.(TYPICAL) @ 32"O.C.(TYPICAL)@ 32"O.C.(TYPICAL)

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8X8X16 CMU BLOCK TYP

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NEW CONCRETE

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4" LIP FOR GATE MOUNT

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DUMPSTER ENCLOSURE PLAN

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CONCRETE BOLLARD

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4" LIP FOR GATE MOUNT

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(3) 4"X4" WEEP HOLE AT SLAB GRADE

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CONCRETE BOLLARD

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4" LIP FOR GATE MOUNT

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(3) 4"X4" WEEP HOLE AT SLAB GRADE

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STEEL FRAME GATE

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8X8X16 CMU BLOCK TYP

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NEW CONCRETE

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4" LIP FOR GATE MOUNT

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CONCRETE BOLLARD

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DUMPSTER ENCLOSURE

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DM-A

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DETAIL NO

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ENCLOSURE

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DUMPSTER

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AIR COMBAT COMMAND

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DEPARTMENT OF THE AIR FORCE

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NONE

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26 SEP 07

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J. SORENSEN

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CIVIL ENGINEER OFFICE

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DAVIS-MONTHAN AFB, AZ

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CURBING DETAILS

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CURB & GUTTER

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CURB TERMINAL SECTION

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SINGLE CURB

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1/2" EXPANSION JOINT

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1/2" BATTER

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7" MIN.

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ROADWAY WIDTH

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J. BARKER

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15 JUN 95

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DEPARTMENT OF THE AIR FORCE

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AIR COMBAT COMMAND

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CURBING

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DETAILS

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DETAIL NO

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DM-C

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H = DESIGN REVEAL

TOP VIEW

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PROFILE

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SURVEY MONUMENT DETAIL

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MONUMENTS ARE TO BE PLACED

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AT THE INTERSECTION OF

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CONSTRUCTION C'S OF ALL NEW

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PUNCH BRASS CAP AT EXACT

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C INTERSECTION.

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PROVIDE CONTRACTING OFFICER

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WITH LIST OF ALL BRASS

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SURVEY MONUMENT

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DETAIL

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DETAIL NO

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DM-C

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2" BRASS CAP SET

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FLUSH WITH CONCRETE.

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INTERSECTIONS.

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CAP ELEVATIONS.

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2" BRASS CAP SET

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FLUSH WITH CONCRETE

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PCC ENCASEMENT

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COMPACTED

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AC

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NEW PREFORMED

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NEOPRENE

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INITIAL SAWCUT

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CRACK

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SAWED CONTRACTION JOINT

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POURABLE JOINT

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SEALANT RESERVOIR

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CONTRACTION JOINT DETAILS

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NTS

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1/4" MIN. CLEAR DISTANCE

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OR AS RECOMMENDED BY MFG.

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DEPTH & WIDTH AS RECOMMENDED

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BY MANUFACTURER PER TYPE OF

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SEAL BEING USED.

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TOP OF PREFORMED SEAL WILL BE

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3/16" + 1/16" BELOW

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PAVEMENT SURFACE.

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COMPRESSION SEAL MUST BE IN

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COMPRESSION AT ALL TIMES.

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WIDTH SHALL NOT BE LESS THAN

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DIMENSIONS ARE FOR RECEIVING SLOT,

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REFER TO TAC DE-103-85, DESIGN OF

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RIGID AFLD PAVEMENTS, ATTACH. #1 FOR

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PREFORMED COMPRESSION SEAL.

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BACKER

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MATERIAL

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NOTES:

AutoCAD SHX Text 1.

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NONABSORBENT BACKER MATERIAL REQUIRED

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TO PREVENT SEALANT FROM FLOWING INTO

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SAWCUT; TO SEPARATE NONCOMPACTABLE

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MATERIALS AND PREVENT JOINT SEALANTS

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FROM BONDING TO BOTTOM OF RESERVOIR.

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W = WIDTH OF SEALANT RESERVOIR (SEE TABLE 1)

AutoCAD SHX Text D = DEPTH OF SEALANT (1.0 TO 1.5 x W)

AutoCAD SHX Text

a. 1/4 SLAB THICKNESS FOR PAVEMENT

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T = DEPTH OF INITIAL SAWCUT

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b. 3 INCHES FOR PAVEMENTS 12-18 INCHES

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c. 1/6 SLAB THICKNESS FOR PAVEMENTS

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MORE THAN 18 INCHES.

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LESS THAN 12 INCHES

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JOINT SPACING WIDTH, IN.

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FT. MIN. MAX.

AutoCAD SHX Text < 25 1/2 5/8

AutoCAD SHX Text 25 - 50 3/4 7/8

AutoCAD SHX Text > 50 1/0 1-1/8

AutoCAD SHX Text

TABLE 1

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

1/8" WIDE

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CHECKED BY

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DATE

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SCALE

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

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NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

CONTRACTION JOINT

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DETAIL NO

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DM-C

3/4" DIA. DROP FORGED GALVANIZED EYE BOLT

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WITH SHOULDER. SAFE LOAD OF 5200 LBS.

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TOP OF EYE BOLT SHALL BE BETWEEN

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6 1/2"

AutoCAD SHX Text 4"

AutoCAD SHX Text

2 3/4" DIAMETER

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1 1/2" INSIDE DIAMETER

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OR PER MANUFACTURERS

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RECOMMENDATIONS IF

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DIFFERENT

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EXISTING PCC

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ADHESIVE

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AIRCRAFT TIE DOWN DETAIL

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NTS

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FLUSH AND MINUS 1/8" WITH PCC SURFACE.

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CHECKED BY

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DATE

AutoCAD SHX Text

SCALE

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

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15 JUN 95

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NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

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AIRCRAFT TIE DOWN

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DETAIL

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DETAIL NO

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DM-C

8'

AutoCAD SHX Text B.C.

AutoCAD SHX Text B.C.

AutoCAD SHX Text

6' MIN.

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6' MIN.

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3. ALL STRIPES WILL BE 4" WIDE.

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BE WHITE IN COLOR.

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2. ALL PAVEMENT MARKINGS TO

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WHERE APPROPRIATE.

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1. HANDICAP SIGN TO BE USED

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NOTES:

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ACCESSIBILTIY STANDARDS)

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(REF. UNIFORM FEDERAL

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UNIFORM TRAFFIC CODE

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HATCHED LINES PER

AutoCAD SHX Text 19'

AutoCAD SHX Text 14'

AutoCAD SHX Text TWO CARS....20' DEEP x 21' WIDE

AutoCAD SHX Text ONE CAR......20' DEEP x 13' WIDE

AutoCAD SHX Text TWO VANS....20' DEEP x 24' WIDE

AutoCAD SHX Text ONE VAN......20' DEEP x 16' WIDE

AutoCAD SHX Text

HANDICAP PARKING DIMENSIONS

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CROSSWALK

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CROSSWALK

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90 PARKING

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40' MIN.

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PARALLEL PARKING

AutoCAD SHX Text 8'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

30' ON APPROACH

AutoCAD SHX Text 23'

AutoCAD SHX Text 20'

AutoCAD SHX Text 23'

AutoCAD SHX Text 23'

AutoCAD SHX Text

TO SIGNAL

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90 PARKING

AutoCAD SHX Text 14'

AutoCAD SHX Text 14'

AutoCAD SHX Text 65'

AutoCAD SHX Text 10'

AutoCAD SHX Text 19'

AutoCAD SHX Text 19'

AutoCAD SHX Text 27'

AutoCAD SHX Text 14'

AutoCAD SHX Text 60'

AutoCAD SHX Text 14'

AutoCAD SHX Text 10'

AutoCAD SHX Text 21'

AutoCAD SHX Text 21'

AutoCAD SHX Text 18'

AutoCAD SHX Text

60 PARKING

AutoCAD SHX Text 11.55'

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

STANDARD PARKING

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

2"

AutoCAD SHX Text 4'

AutoCAD SHX Text 4:1

AutoCAD SHX Text 4:1

AutoCAD SHX Text 4'

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

SEE PAVEMENT STRUCTURAL

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NEW CURB & GUTTER

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TRAFFIC LANE

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BIKE LANE

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TRAFFIC LANE

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BIKE LANE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

CONTROL GRADE

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RIGHT GUTTER

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CONTROL GRADE

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CONST.

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CONTROL GRADE

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LEFT GUTTER

AutoCAD SHX Text 18'

AutoCAD SHX Text 18'

AutoCAD SHX Text 6'

AutoCAD SHX Text 12'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

TYPICAL ROADWAY

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

TYPICAL ROADWAY SECTION

12'

%%uNOTE:%%u

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THEN TROWELLED, AND THEN BROOMED WITH A FINE BRUSH

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CONCRETE SHALL BE FINISHED BY MEANS OF FLOAT, THEN

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PCC

AutoCAD SHX Text

AC

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONTRACTION JOINT

AutoCAD SHX Text 4'

AutoCAD SHX Text

1/2" EXPANSION JOINT

AutoCAD SHX Text

1/2" EXPANSION JOINT

AutoCAD SHX Text %%uDRIVEWAY%%u

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 25'

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text %%uDEPRESSED CURB AT DRIVEWAY ENTRANCE%%u

AutoCAD SHX Text 2"

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text 4'

AutoCAD SHX Text

1/2" EXPANSION

AutoCAD SHX Text 2"

AutoCAD SHX Text

1/2" EXPANSION JOINT

AutoCAD SHX Text

DRIVEWAY WIDTH AS SHOWN

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ON PROJECT PLANS

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CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

DRIVEWAY ENTRANCE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

(OR AS REQ'D)

AutoCAD SHX Text

SECT. A-A

AutoCAD SHX Text

SECT. B-B

AutoCAD SHX Text

IN TRANSVERSE DIRECTION.

AutoCAD SHX Text

JOINT

DRIVEWAY ENTRANCE

A

AutoCAD SHX Text A

AutoCAD SHX Text %%uPLAN%%u

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text %%uSECTION B-B%%u

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text %%uSECTION A-A%%u

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

AC

AutoCAD SHX Text

MESH CONT. BOTTOM

AutoCAD SHX Text

6 X 6 - W1.4 WIRE

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

PCC CURB & GUTTER

AutoCAD SHX Text

4'-0" DEPRESSED

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

AutoCAD SHX Text

AutoCAD SHX Text

CURB

AutoCAD SHX Text

& SIDES

SPILLWAY

SLOPE

AutoCAD SHX Text

12:1 MAX

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

12:1 MAX

AutoCAD SHX Text

TACTILE WARNING DEVICE.

AutoCAD SHX Text

PLACE GROOVES IN CONCRETE

AutoCAD SHX Text

2" APART, 1/4" WIDE,

AutoCAD SHX Text

1/8" DEEP. GROOVES MAY

AutoCAD SHX Text

DETAIL, COORDINATE W/ AGENCY

AutoCAD SHX Text

DICTATE DEVIATIONS FROM STD.

AutoCAD SHX Text

NOTE: IF SITE CONDITIONS

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

1/2" BITUMINOUS

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

GUTTERLINE

AutoCAD SHX Text

6" REVEAL CURB

AutoCAD SHX Text

W/1'-6" TERMINAL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 12:1

AutoCAD SHX Text

6'- FOR CURB REVEAL < 7-1/2"

AutoCAD SHX Text 4"

AutoCAD SHX Text

CONSTR. JT.

AutoCAD SHX Text

FORM TO MATCH

AutoCAD SHX Text

TOOLED EDGE

AutoCAD SHX Text

GUTTER LINE

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

THE PLANS TO RESTRICT VEHICULAR TRAFFIC.

AutoCAD SHX Text

6" REVEAL CURB REQUIRED ONLY WHEN NOTED ON

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

12:1 SLOPE

AutoCAD SHX Text A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

REVEAL

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

6" REVEAL

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

6" REVEAL

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

AutoCAD SHX Text 25A

AutoCAD SHX Text

VERIFY NEED; DELETE IF NOT APPLICABLE

AutoCAD SHX Text

MAX

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

BE CUT OR TOOLED.

CURB ACCESS RAMP

SLOPE

AutoCAD SHX Text

12:1 MAX

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

12:1 MAX

AutoCAD SHX Text

TACTILE WARNING DEVICE.

AutoCAD SHX Text

PLACE GROOVES IN CONCRETE

AutoCAD SHX Text

2" APART, 1/4" WIDE,

AutoCAD SHX Text

1/8" DEEP. GROOVES MAY

AutoCAD SHX Text

DETAIL, COORDINATE W/ AGENCY

AutoCAD SHX Text

DICTATE DEVIATIONS FROM STD.

AutoCAD SHX Text

NOTE: IF SITE CONDITIONS

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

1/2" BITUMINOUS

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

GUTTERLINE

AutoCAD SHX Text

6" REVEAL CURB

AutoCAD SHX Text

W/1'-6" TERMINAL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 12:1

AutoCAD SHX Text

6" REVEAL

AutoCAD SHX Text

8'- FOR CURB REVEAL >8"

AutoCAD SHX Text 4"

AutoCAD SHX Text

CONSTR. JT.

AutoCAD SHX Text

FORM TO MATCH

AutoCAD SHX Text

TOOLED EDGE

AutoCAD SHX Text

GUTTER LINE

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

THE PLANS TO RESTRICT VEHICULAR TRAFFIC.

AutoCAD SHX Text

6" REVEAL CURB REQUIRED ONLY WHEN NOTED ON

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

MAX

AutoCAD SHX Text A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

REVEAL

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

8" CURB

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

J. BARKER

AutoCAD SHX Text

15 JUN 95

AutoCAD SHX Text

NONE

AutoCAD SHX Text

DEPARTMENT OF THE AIR FORCE

AutoCAD SHX Text

AIR COMBAT COMMAND

AutoCAD SHX Text

8" REVEAL

AutoCAD SHX Text

DETAIL NO

AutoCAD SHX Text

DM-C

AutoCAD SHX Text 25B

AutoCAD SHX Text

BE CUT OR TOOLED.

AutoCAD SHX Text

JOINT FILLER

AutoCAD SHX Text

12:1 SLOPE

AutoCAD SHX Text

VERIFY NEED; DELETE IF NOT APPLICABLE

CURB ACCESS RAMP

DESIGN COMPATIBILITY GUIDELINES

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\switchgear_pad_mounted_Ske-1.dwg

AutoCAD SHX Text

JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

AutoCAD SHX Text

(TYP. FOR HOUSING)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

FROM MANHOLE

AutoCAD SHX Text

CONCRETE ENCASED

AutoCAD SHX Text

4" TYPE EB DUCT

AutoCAD SHX Text

BREAK ELBOW CONNECTOR

AutoCAD SHX Text

600A 15KV CLASS DEAD

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

CONCRETE BOX PAD

AutoCAD SHX Text

FIBRE-REINFORCED

AutoCAD SHX Text

PAD-MOUNTED

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

BREAK ELBOW CONNECTOR

AutoCAD SHX Text

200A 15KV CLASS LOAD

AutoCAD SHX Text

CONCRETE ENCASED

AutoCAD SHX Text

4" TYPE EB DUCT

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

TRANSFORMER OR LOAD AS

AutoCAD SHX Text

LATERAL RUN TO PULL BOX,

AutoCAD SHX Text

2#2 15KV AND 1#2 600V GROUND

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PAD MOUNTED SWITCHGEAR

AutoCAD SHX Text

PAD MOUNTED

AutoCAD SHX Text

SWITCHGEAR

SKE-1

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\switchgear_section_Ske-1a.dwg

AutoCAD SHX Text

JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SECTION AT SWITCHGEAR

AutoCAD SHX Text Plotted By: MARAR 11Mar97-15:37 FileName: F:\PROJ\1996\96274\DETAILS\SKE-1A

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

18" TYP.

AutoCAD SHX Text 6"

AutoCAD SHX Text

ALL AROUND

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text

TERMINATION (TYP.)

AutoCAD SHX Text

ELBOW AT DUCT

AutoCAD SHX Text

4" PVC SCHEDULE 80

AutoCAD SHX Text

STEEL GROUND ROD

AutoCAD SHX Text

3/4" X 10' COPPER-CLAD

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text 4"

AutoCAD SHX Text

GROUND PAD

AutoCAD SHX Text

6" COMPACTED GRAVEL BED

AutoCAD SHX Text

CONPACTED

AutoCAD SHX Text

SUBGRADE (TYP.)

AutoCAD SHX Text

EXOTHERMIC

AutoCAD SHX Text

WELD

AutoCAD SHX Text

SECTION AT

AutoCAD SHX Text

SWITCHGEAR

SKE-1A

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\metering_cabinet_pad_mounted_Ske-2.dwg

AutoCAD SHX Text

JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PAD MOUNTED METERING CABINET

AutoCAD SHX Text

PAD MOUNTED

AutoCAD SHX Text

METERING CABINET

AutoCAD SHX Text

SKE-2

AutoCAD SHX Text

EQUALLY SECURE AND PAD-LOCKABLE

AutoCAD SHX Text

OTHER ACCESS DOORS SHALL BE

AutoCAD SHX Text

AND OUTGOING LINE COMPARTMENTS.

AutoCAD SHX Text

PAD-LOCKABLE DOORS OVER INCOMING

AutoCAD SHX Text

LATCH

AutoCAD SHX Text

AND THREE-POINT DOOR

AutoCAD SHX Text

LOCKING ARRANGEMENT

AutoCAD SHX Text

PENTAHEAD LATCH AND

AutoCAD SHX Text

OPPOSITE CORNERS

AutoCAD SHX Text

LIFTING MEANS ON DIAMETRICALLY

AutoCAD SHX Text

3/4" CONDUIT HUB AT TOP

AutoCAD SHX Text

JUNCTION BOX WITH PLUGGED

WP FIELD TERMINAL POINT

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\metering_cabinet_section_Ske-2a.dwg

AutoCAD SHX Text

JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

AutoCAD SHX Text

SECTION AT

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

SKE-2A

AutoCAD SHX Text

BED

AutoCAD SHX Text

6" COMPACTED GRAVEL

AutoCAD SHX Text

PRE-CAST BOX PAD

AutoCAD SHX Text

FIBRE-REINFORCED

AutoCAD SHX Text

4" TYPE EB DUCT (TYP.)

AutoCAD SHX Text

4" PVC SCHEDULE

AutoCAD SHX Text

80 ELBOW AT DUCT

AutoCAD SHX Text 4"

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text

STEEL GROUND ROD

AutoCAD SHX Text 3/4" x 10' COPPER-CLAD

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXOTHERMIC WELD

AutoCAD SHX Text

ALL AROUND

AutoCAD SHX Text

18" TYP.

AutoCAD SHX Text

6" TYP.

AutoCAD SHX Text

COMPACTED SUBGRADE (TYP.)

AutoCAD SHX Text

SECTION AT CABINET

AutoCAD SHX Text

NTS

TERMINATION (TYP.)

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\metering_cabinet_pad_mounted_wiring_Ske-2b.dwg

AutoCAD SHX Text

JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

AutoCAD SHX Text

PAD MOUNTED METERING

AutoCAD SHX Text

CABINET WIRING

AutoCAD SHX Text

SKE-2B

AutoCAD SHX Text

DIAGRAM

AutoCAD SHX Text

120V AC POWER FOR

AutoCAD SHX Text

EMCS CONTROLLER

AutoCAD SHX Text

AND RADIO

AutoCAD SHX Text

4-20MADC OUTPUT

AutoCAD SHX Text

(WATTS)

AutoCAD SHX Text

MOUNTED ON SIDE OF CABINET

AutoCAD SHX Text

WP FIELD TERMINAL POINT JUNCTION BOX

AutoCAD SHX Text

MEANS OF ACCESS FOR SERVICING

AutoCAD SHX Text

COMPARTMENT WITH PAD-LOCKABLE

AutoCAD SHX Text

BARRIERED INSTRUMENT TRANSFORMER

AutoCAD SHX Text

200A, 3W, 15KV BUS

AutoCAD SHX Text

AND GROUND BUS

AutoCAD SHX Text

WITH 15KV, 200A LOAD-BREAK BUSHINGS

AutoCAD SHX Text

INCOMING AND OUTGOING LINE COMPARTMENT

AutoCAD SHX Text

DOORS OVER HIGH-VOLTAGE COMPARTMENT

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300:5 CURRENT

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TRANSFORMERS

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STAEFA TWO-ELEMENT

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WATT-VAR TRANSDUCER,

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MODEL: PVW/120AC,5A/4-20MA/2E (SM)

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STAEFA CURRENT TRANSDUCER, MODEL:

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PAC/0-5A/4-20MA/S/-120AC (SM)

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BARRIERED TRANSDUCER COMPARTMENT

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WITH PAD-LOCKABLE MEANS OF ACCESS

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FOR SERVICING

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4-20MADC OUTPUT

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(VARS)

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(AMPERES)

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4-20MADC OUTPUT

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TERMINATED AND LABELED

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8-POINT TERMINAL BLOCK WITH WIRING

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TRANSFORMERS

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FUSED 13.8KV

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POTENTIAL

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TO 120V

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PAD MOUNTED METERING

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%%UCABINET WIRING DIAGRAM

N.T.S.

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PROJECT NO

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SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\transfomer_pad_mounted_Ske-3.dwg

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JULY 2022

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T. SNYDER, B. LONG

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NTS

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PAD MOUNTED TRANSFORMER PLAN

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40" MAX

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AS SHOWN

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PVC CONDUIT

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SECONDARY SCHEDULE 40

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TO NEXT

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TRANSFORMER

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OR PULLBOX

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FROM SWITCH

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AutoCAD SHX Text H2

AutoCAD SHX Text H1

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ROD

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COPPER-CLAD STEEL GROUND

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TRANSFORMER GROUND BUSHING

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CONNECT GROUND WIRE TO

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TO 4" PVC ELBOW (TYP)

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COUPLING, 4" EB DUCT

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CLARITY)

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WIRING OMITTED FOR

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BREAKER (SECONDARY

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SECONDARY CIRCUIT

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CONNECTOR (TYP)

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LOAD BREAK ELBOW

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200A 15KV CLASS

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PRE-CAST BOX PAD

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FIBRE-REINFORCED

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PAD-MOUNTED

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TRANSFORMER

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PAD MOUNTED

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TRANSFORMER PLAN

SKE-3

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PROJECT NO

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SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

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JULY 2022

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T. SNYDER, B. LONG

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NTS

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PAD MOUNTED TRANSFORMER SECTION

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PAD-MOUNTED

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TRANSFORMER

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FIBRE-REINFORCED

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PRE-CAST BOX PAD

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SECONDARY CIRCUIT

AutoCAD SHX Text

BREAKER

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EXOTHERMIC WELD

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FINISHED GRADE

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ALL AROUND

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1" MIN.

AutoCAD SHX Text 32"

AutoCAD SHX Text

MAX

AutoCAD SHX Text 4"

AutoCAD SHX Text

ELBOW AT DUCT

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4" PVC SCHEDULE 80

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TERMINATION (TYP.)

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36" MAX

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4" TYP.

AutoCAD SHX Text

4" TYPE EB DUCT (TYP)

AutoCAD SHX Text 3/4" x 10' COPPER-CLAD

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STEEL GROUND ROD

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TYP.

AutoCAD SHX Text 18"

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COMPACTED

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SUBGRADE

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(TYP.)

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PAD MOUNTED

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TRANSFORMER SECTION

SKE-3A

AutoCAD SHX Text

PROJECT NO

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SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\manhole_plan_Ske-4.dwg

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JULY 2022

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T. SNYDER, B. LONG

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MANHOLE PLAN

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SKE-4

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NTS

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MANHOLE PLAN

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OMITTED FOR CLARITY

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GROUND CONDUCTOR

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5 AND 8)

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NOTE 2

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SEE

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8' MIN.

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AS SHOWN

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LATERAL TAP(S)

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AND 1#2 600V (AS REQ'D)

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TAP CONDUCTORS 3#2 15KV

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OF THREE FEEDERS (CIRCUITS 4,

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AND 1#4/0 600V GROUND FOR EACH

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FEEDER CONDUCTORS 3-500MCM 15KV

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CONNECTOR (TYP.)

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600A DEAD-BREAK ELBOW

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INSERTS AND GROUNDED

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SECURED TO CHANNEL

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JUNCTIONS (TYP.)

600A DEAD-BREAK 4-WAY

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PROJECT NO

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SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\manhole_section_1_Ske-4a.dwg

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JULY 2022

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T. SNYDER, B. LONG

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SECTION AT

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MANHOLE

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SKE-4A

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NTS

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SECTION AT MANHOLE

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CONDUCTOR

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#1/0 MHD BC

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10' MIN.

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FINISHED GRADE

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6" COMPACTED GRAVEL BED

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COPPER-CLAD STEEL

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EXOTHERMIC WELD

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WITH CONCRETE

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36" MIN.

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PENTAHEAD BOLTS

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COVER SECURED WITH

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BOLTED CAST IRON TRAFFIC

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GRAVEL DRAIN SUMP

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OF ICY VOLUME

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4-6" TYPE EB DUCT

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ENCASEMENT.

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COMPACTED

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SUBGRADE (TYP)

AutoCAD SHX Text

#4/0 600V GROUND

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(TYP.)

AutoCAD SHX Text 3/4" x 10'

GROUND ROD

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\manhole_section_2_Ske-4b.dwg

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JULY 2022

AutoCAD SHX Text

T. SNYDER, B. LONG

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SECTION AT

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MANHOLE

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SKE-4B

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NTS

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SECTION AT MANHOLE

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JUNCTIONS (AS REQ'D)

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SUPPORT.

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FOR LATERAL TAP CABLE

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CABLE RACKS AS REQ'D

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CHANNEL INSERTS FOR

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7' MIN.

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DUCT WINDOWS WITH GROUT

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ENTRANCES AND SEAL AROUND

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PROVIDE END BELLS AT ALL DUCT

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JUNCTIONS FOR A FUTURE CIRCUIT

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PROVISIONS FOR 3 ADDITIONAL

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FRAME.

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CAST IRON MANHOLE

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CHANNEL INSERTS FOR

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VERTICAL PRE-FORMED

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CLARITY

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CONDUCTORS OMITTED FOR

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(AS REQ'D)

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WITH CONCRETE ENCASEMENT

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1-4" TYPE EB DUCT (LATERAL)

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text 4"

36" MIN.

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

AutoCAD SHX Text

ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\pull_box_Ske-5.dwg

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JULY 2022

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T. SNYDER, B. LONG

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NTS

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PULLBOX

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PULLBOX

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SKE-5

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CONDUCTOR

AutoCAD SHX Text 5' x 5' x 5' INSIDE DIMENSIONS

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4" TYPE EB DUCT

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CONCRETE ENCASED

AutoCAD SHX Text

#2 600V GROUND

AutoCAD SHX Text #2 600V

AutoCAD SHX Text

2 OR 3#2 15KV AND

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1#2 GROUND LATERAL

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TAP CONDUCTORS

AutoCAD SHX Text 1#2 600V

AutoCAD SHX Text

3#1/0 15KV AND

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PRE-CAST CONCRETE PULLBOX,

AutoCAD SHX Text

4" TYPE EB DUCT

CONCRETE ENCASED

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\pull_box_section_Ske-5a.dwg

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JULY 2022

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T. SNYDER, B. LONG

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NTS

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SECTION AT PULLBOX

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SECTION AT

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PULLBOX

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SKE-5A

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VOLUME

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CHANNEL INSERTS FOR

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CLIPS OR ANCHORS.

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TO FLOOR OR WALLS OF PULL BOXES WITH

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STEEL GROUND ROD

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3/4" X 10' COPPER-CLAD

AutoCAD SHX Text

EXOTHERMIC WELD

AutoCAD SHX Text

PENTAHEAD BOLTS

AutoCAD SHX Text 4"

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FINISHED GRADE

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TRAFFIC COVER

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BOLTED ON WITH

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200A 15KV CLASS LOADBREAK JUNCTION

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SECURED TO PULLBOX WALL

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SUMP OF ICY

AutoCAD SHX Text

GRAVEL DRAIN

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LOADBREAK ELBOW

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OUTGOING LATERAL

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CONDUCTORS OMITTED

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FOR CLARITY

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NON-CURRENT-

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#2 600V GROUND CONDUCTOR ANCHORED

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PROVIDE PROTECTIVE CAPS

AutoCAD SHX Text

OVER UNUSED BUSHINGS

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COMPACTED

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SUBGRADE (TYP.)

AutoCAD SHX Text

6" COMPACTED

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GRAVEL BED

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BOND ALL

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CARRYING METALLIC

AutoCAD SHX Text

PARTS

AutoCAD SHX Text

200A 15KV CLASS

AutoCAD SHX Text

CONNECTOR

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VERTICAL PRE-FORMED

JUNCTIONS (AS REQ'D)

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\boring_jacking_Ske-6.dwg

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JULY 2022

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T. SNYDER, B. LONG

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BORING AND JACKING

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SECTION DETAIL

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SKE-6

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NTS

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BORING AND JACKING SECTION DETAIL

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ELEC./TEL. CONDUITS

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DUCT BANK PER PLANS

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DUCT BANK PER PLANS

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ELEC./TEL. CONDUITS

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CONCRETE COLLAR

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3000 PSI CONCRETE

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6" MINIMUM THICKNESS

AutoCAD SHX Text

3000 PSI CONCRETE

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6" MINIMUM THICKNESS

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CONCRETE COLLAR

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APPROXIMATE]

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EXISTING ROAD [PIPE LENGTHS SHOWN ON PLAN ARE

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TO HAVE CONCRETE COLLARS LOCATED BEYOND LIMITS OF

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SLEEVE PIPE LENGTH TO BE DETERMINED AT EACH LOCATION

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STEEL SLEEVE PIPE

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24" DIA.-0.407" THICK WALL

ROAD

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PROJECT NO

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SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

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CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\concrete_collar_Ske-6a.dwg

AutoCAD SHX Text

JULY 2022

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T. SNYDER, B. LONG

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CONCRETE COLLAR

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DETAIL

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SKE-6A

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NTS

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CONCRETE COLLAR DETAIL

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COLLAR

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CONCRETE

AutoCAD SHX Text 2000 P.S.I.

AutoCAD SHX Text

6" (TYP.)

AutoCAD SHX Text

6" (TYP.)

AutoCAD SHX Text

PRIMARY POWER

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CONDUITS

AutoCAD SHX Text

TELEPHONE, CABLE TV

CONDUITS

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PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\steel_sleeve_pipe_Ske-6b.dwg

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JULY 2022

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T. SNYDER, B. LONG

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STEEL SLEEVE

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PIPE DETAIL

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SKE-6B

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NTS

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STEEL SLEEVE PIPE DETAIL

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MIN.

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TO ORIGINAL CONDITION.

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LENGTH.

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THROUGHOUT THE FULL

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GROUTED TO FILL ALL VOIDS

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CASING IS TO BE PRESSURE

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PIPES/CONDUITS, STEEL PIPE

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AFTER INSTALLATION OF PVC

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SHALL BE REPLACED

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ALL DISTURBED SURFACE

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4 EACH PVC CONDUIT

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CONTRACTOR TO "JACK OR BORE"

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TOP OF PIPE

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STEEL SLEEVE PIPE

AutoCAD SHX Text

24" DIA.-0.407" THICK WALL

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THE SLEEVE PIPE UNDER THE

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EXISTING ROAD AT THE LOCATION

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SHOWN.

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36" MINIMUM

AutoCAD SHX Text 12"

AutoCAD SHX Text

PRIMARY POWER

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CONDUITS

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TELEPHONE, CABLE TV

AutoCAD SHX Text

CONDUITS

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ROAD OR PAVEMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

5'-0" MINIMUM BELOW TOP

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OF RAILS UNDER RAILROAD

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TRACKS OR AIRFIELD

PAVEMENT.

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SCALE

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DATE

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CHECKED BY

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DAVIS-MONTHAN AFB, AZ

AutoCAD SHX Text

CIVIL ENGINEER OFFICE

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ELECTRICAL STANDARD DETAILS

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NONE

AutoCAD SHX Text X:\CEP\Library - Design Compatibility Guidelines\Draft Final Jan '22\Division 26 Details\dwg\boring_jacking_notes_Ske-6c.dwg

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JULY 2022

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T. SNYDER, B. LONG

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BORING AND

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JACKING NOTES

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SKE-6C

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%%UBORING AND JACKING

AutoCAD SHX Text B.

AutoCAD SHX Text A.

AutoCAD SHX Text 8.

AutoCAD SHX Text 7.

AutoCAD SHX Text 6.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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INSTALLATION.

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BY CONTRACTING OFFICER.

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ALL BORES SHALL BE ACCOMPLISHED BY DRY-BORE METHOD.

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OTHER METHODS OF BORING ARE PROHIBITED UNLESS

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SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER.

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BENTONITE MAY BE USED AS A LUBRICANT ONLY.

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IF THE STEEL CASING IS "USED PIPE", IT SHALL BE APPROVED

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BY THE CONTRACTING OFFICER OR REPRESENTATIVE BEFORE

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THE ENDS OF THE CASING SHALL BE PLUGGED WITH UN-

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GROUTED BRICKS OR OTHER SUITABLE MATERIAL APPROVED

Auto…

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