W9128F-23-R-0016_am_0005_Attachments.pdf

PDF 2 MB Posted Mar 16, 2023

Attached to: Fire Station Support Building Federal contract opportunity
Solicitation number: W9128F23R0016
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks proposals for a Fire Station Support Facility project. Small businesses are invited to bid on the construction project with an estimated value between $10-25 million. Proposals are due by March 13, 2023.

Interested vendors must register with the System for Award Management and maintain updated annual representations and certifications. Solicitation documents will be posted to Federal Business Opportunities. Questions regarding the solicitation must be submitted through Bidder Inquiry in ProjNet. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Omaha.

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Am 0006 - 13 Apr 23.pdf	PDF	Apr 13, 2023
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Am 0003 - 07 Mar 2023.pdf	PDF	Mar 7, 2023
Am 0002 - 23 Feb 23.pdf	PDF	Feb 23, 2023
Am 0001 - Fire Station.pdf	PDF	Feb 22, 2023
W9128F23R0016_SPECS.pdf	PDF	Feb 10, 2023
FCDR - ADVERTISEMENT.PDF	PDF	Feb 10, 2023
Solicitation - W9128F23R0016 - Fire Station Support Facility_10 Feb 23.pdf	PDF	Feb 10, 2023

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Fire Station Support Facility (Gate 6), PN76447 - Ft Carson, CO FCDR

SECTION TABLE OF CONTENTS

DIVISION 33 - UTILITIES

SECTION 33 71 01

OVERHEAD TRANSMISSION AND DISTRIBUTION

07/06

PART 1 GENERAL

1.1 REFERENCES

1.2 RELATED REQUIREMENTS

1.3 DEFINITIONS

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Regulatory Requirements

1.5.2 Standard Products

1.5.2.1 Alternative Qualifications

1.5.2.2 Material and Equipment Manufacturing Date

1.5.3 Ground Resistance Test Reports

1.5.4 Wood Crossarm Inspection Report

1.5.4.1 Field Test Plan

1.6 MAINTENANCE

1.6.1 Additions to Operations and Maintenance Data

1.7 DELIVERY, STORAGE, AND HANDLING

1.8 WARRANTY

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

2.2 POLES

2.2.1 Wood Poles

2.3 CROSSARMS AND BRACKETS

2.3.1 Wood Crossarms

2.3.2 Crossarm Braces

2.3.3 Armless Construction

2.4 HARDWARE

2.5 INSULATORS

2.6 OVERHEAD CONDUCTORS, CONNECTORS AND SPLICES

2.6.1 Solid Copper

2.6.2 Aluminum (AAC)

2.6.3 Aluminum Alloy (AAAC)

2.6.4 Aluminum Conductor Steel Reinforced (ACSR)

2.6.5 Connectors and Splices

2.7 AERIAL MARKER BALLS

2.8 GUY STRAND

2.9 ROUND GUY MARKERS

2.9.1 Guy Attachment

2.10 ANCHORS AND ANCHOR RODS

2.10.1 Screw Anchors

2.11 GROUNDING AND BONDING

2.11.1 Driven Ground Rods

2.11.2 Grounding Conductors

2.11.3 Grounding Connections

SECTION 33 71 01 Page 1Am #0005

2.12 SURGE ARRESTERS

2.13 FUSED CUTOUTS

2.14 CONDUIT RISERS AND CONDUCTORS

2.15 ELECTRICAL TAPES

2.16 CAULKING COMPOUND

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Wood Pole Installation

3.1.1.1 Setting Depth of Pole

3.1.1.2 Setting in Soil, Sand, and Gravel

3.1.1.3 Setting in Solid Rock

3.1.1.4 Setting With Soil Over Solid Rock

3.1.1.5 Setting on Sloping Ground

3.1.1.6 Backfill

3.1.1.7 Setting Poles

3.1.1.8 Alignment of Poles

3.1.1.9 Pole Caps

3.1.2 Hardware

3.1.3 Grounding

3.1.3.1 Grounding Electrode Installation

3.1.3.2 Grounding Electrode Conductors

3.1.3.3 Grounding Electrode Connections

3.1.3.4 Grounding and Grounded Connections

3.1.3.5 Protective Molding

3.1.4 CONDUCTOR INSTALLATION

3.1.4.1 Line Conductors

3.1.4.2 Connectors and Splices

3.1.4.3 Conductor-To-Insulator Attachments

3.1.4.4 Armor Rods

3.1.4.5 Ties

3.1.4.6 New Conductor Installation

3.1.4.7 Fittings

3.1.4.8 Aluminum Connections

3.1.5 Risers

3.2 CROSSARM MOUNTING

3.2.1 Line Arms and Buck Arms

3.2.2 Equipment Arms

3.3 FIELD APPLIED PAINTING

3.4 FIELD QUALITY CONTROL

3.4.1 General

3.4.2 Safety

3.4.3 Medium-Voltage Preassembled Cable Test

3.4.4 Sag and Tension Test

3.4.5 Performance of Acceptance Checks and Tests

3.4.5.1 Grounding System

3.4.6 Devices Subject to Manual Operation

3.4.7 Follow-Up Verification

-- End of Section Table of Contents --

SECTION 33 71 01 Page 2Am #0005

SECTION 33 71 01

OVERHEAD TRANSMISSION AND DISTRIBUTION

07/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ALLIANCE FOR TELECOMMUNICATIONS INDUSTRY SOLUTIONS (ATIS)

ATIS ANSI O5.1 (2008) Wood Poles -- Specifications & Dimensions

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI C135.14 (1979) Staples with Rolled or Slash Points for Overhead Line Construction

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA C1 (2003) All Timber Products - Preservative Treatment by Pressure Processes

AWPA C25 (2003) Sawn Crossarms - Preservative Treatment by Pressure Processes

AWPA C4 (2003) Poles - Preservative Treatment by Pressure Processes

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A475 (2003; R 2014) Standard Specification for Zinc-Coated Steel Wire Strand

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A575 (1996; E 2013; R 2013) Standard Specification for Steel Bars, Carbon, Merchant Quality, M-Grades

ASTM A576 (2017) Standard Specification for Steel Bars, Carbon, Hot-Wrought, Special Quality

SECTION 33 71 01 Page 3Am #0005

ASTM B1 (2013) Standard Specification for Hard-Drawn Copper Wire

ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B2 (2013) Standard Specification for Medium-Hard-Drawn Copper Wire

ASTM B230/B230M (2007; R 2016) Standard Specification for Aluminum 1350-H19 Wire for Electrical Purposes

ASTM B231/B231M (2012) Standard Specification for Concentric-Lay-Stranded Aluminum 1350 Conductors

ASTM B232/B232M (2017) Standard Specification for Concentric-Lay-Stranded Aluminum Conductors, Coated-Steel Reinforced (ACSR)

ASTM B3 (2013) Standard Specification for Soft or Annealed Copper Wire

ASTM B398/B398M (2015) Standard Specification for Aluminum-Alloy 6201-T81 Wire for Electrical Purposes

ASTM B399/B399M (2004; R 2015) Standard Specification for Concentric-Lay-Stranded Aluminum-Alloy 6201-T81 Conductors

ASTM B8 (2011; R 2017) Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft

ASTM D1654 (2008; R 2016; E 2017) Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 100 (2000; Archived) The Authoritative Dictionary of IEEE Standards Terms

IEEE C135.1 (1999) Standard for Zinc-Coated Steel Bolts and Nuts for Overhead Line Construction

IEEE C135.2 (1999) Threaded Zinc-Coated Ferrous Strand-Eye Anchor Rods and Nuts for Overhead Line Construction

IEEE C135.22 (1988) Standard for Zinc-Coated Ferrous Pole-Top Insulator Pins with Lead Threads for Overhead Line Construction

SECTION 33 71 01 Page 4Am #0005

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

IEEE C37.42 (2016) Specifications for High-Voltage (> 1000 V) Fuses and Accessories

IEEE C62.11 (2012) Standard for Metal-Oxide Surge Arresters for Alternating Current Power Circuits (>1kV)

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

NETA ATS (2017; Errata 2017) Standard for Acceptance Testing Specifications for Electrical Power Equipment and Systems

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI C29.2 (2012) American National Standard for Insulators - Wet-Process Porcelain and Toughened Glass - Suspension Type

ANSI C29.3 (1986; R 2012) American National Standard for Wet Process Porcelain Insulators - Spool Type

ANSI C29.5 (1984; R 2002) Wet-Process Porcelain Insulators (Low and Medium Voltage Pin Type)

NEMA C135.4 (1987) Zinc-Coated Ferrous Eyebolts and Nuts for Overhead Line Construction

NEMA/ANSI C29.7 (1996; 2002) American National Standard for Wet Process Porcelain Insulators - High-Voltage Line Post Type

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. DEPARTMENT OF AGRICULTURE (USDA)

RUS 202-1 (2004) List of Materials Acceptable for Use on Systems of RUS Electrification Borrowers

RUS Bull 1728H-701 (1993) Wood Crossarms (Solid and Laminated), Transmission Timbers and Pole Keys

RUS Bull 345-67 (1998) REA Specification for Filled Telephone Cables, PE-39

UNDERWRITERS LABORATORIES (UL)

UL 467 (2013; Reprint Jun 2017) UL Standard for

SECTION 33 71 01 Page 5Am #0005

Safety Grounding and Bonding Equipment

UL 486A-486B (2018) UL Standard for Safety Wire Connectors

UL 510 (2017) UL Standard for Safety Polyvinyl Chloride, Polyethylene and Rubber Insulating Tape

UL 6 (2007; Reprint Sep 2019) UL Standard for Safety Electrical Rigid Metal Conduit-Steel

1.2 RELATED REQUIREMENTS

Section 26 08 00 APPARATUS INSPECTION AND TESTING applies to this section with additions and modifications specified herein.

1.3 DEFINITIONS

Unless otherwise specified or indicated, electrical and electronics terms used in these specifications, and on the drawings, shall be as defined in

IEEE 100.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 SUSTAINABILITY REPORTING for project requirements. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Conductors; G, DO

Insulators; G, DO

Wood Poles; G, DO

Cutouts; G, DO

Surge arresters; G, DO

Guy Strand; G, DO

Anchors; G, DO

SD-06 Test Reports

Wood Crossarm Inspection Report; G, AO

Field Test Plan; G, AO

Field Quality Control; G, AO

Ground resistance test reports; G, AO

SECTION 33 71 01 Page 6Am #0005

Submit report of the acceptance test results as specified by paragraph entitled "Field Quality Control"

SD-07 Certificates

Wood poles; G, AO

Wood crossarms; G, AO

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals, Data Package 5; G, AO

Submit operation and maintenance data in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA and as specified herein.

1.5 QUALITY ASSURANCE

1.5.1 Regulatory Requirements

In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction," or words of similar meaning, to mean the Contracting Officer. Equipment, materials, installation, and workmanship shall be in accordance with the mandatory and advisory provisions of NFPA 70 and IEEE C2 unless more stringent requirements are specified or indicated.

1.5.2 Standard Products

Provide materials and equipment that are products of manufacturers regularly engaged in the production of such products which are of equal material, design and workmanship. Products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year period shall include applications of equipment and materials under similar circumstances and of similar size. The product shall have been on sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2-year period. Where two or more items of the same class of equipment are required, these items shall be products of a single manufacturer; however, the component parts of the item need not be the products of the same manufacturer unless stated in this section.

1.5.2.1 Alternative Qualifications

Products having less than a 2-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturers' factory or laboratory tests, is furnished.

1.5.2.2 Material and Equipment Manufacturing Date

Products manufactured more than 3 years prior to date of delivery to site shall not be used, unless specified otherwise.

SECTION 33 71 01 Page 7Am #0005

1.5.3 Ground Resistance Test Reports

Submit the measured ground resistance of grounding system. When testing grounding electrodes and grounding systems, identify each grounding electrode and each grounding system for testing. Include the test method and test setup (i.e. pin location) used to determine ground resistance and soil conditions at the time the measurements were made.

1.5.4 Wood Crossarm Inspection Report

Furnish an inspection report from an independent inspection agency, approved by the Contracting Officer, stating that offered products comply with applicable AWPA and RUS standards. The RUS approved Quality Mark "WQC" on each crossarm will be accepted, in lieu of inspection reports, as evidence of compliance with applicable AWPA treatment standards.

1.5.4.1 Field Test Plan

Provide a proposed field test plan 20 days prior to testing the installed system. No field test shall be performed until the test plan is approved. The test plan shall consist of complete field test procedures including tests to be performed, test equipment required, and tolerance limits.

1.6 MAINTENANCE

1.6.1 Additions to Operations and Maintenance Data

In addition to requirements of Data Package 5, include the following in the operation and maintenance manuals provided:

a. Assembly and installation drawings

b. Prices for spare parts and supply list

c. Date of purchase

1.7 DELIVERY, STORAGE, AND HANDLING

Devices and equipment shall be visually inspected by the Contractor when received and prior to acceptance from conveyance. Stored items shall be protected from the environment in accordance with the manufacturer's published instructions. Damaged items shall be replaced. Wood poles held in storage for more than 2 weeks shall be stored in accordance with ATIS ANSI O5.1. Handling of wood poles shall be in accordance with ATIS ANSI O5.1, except that pointed tools capable of producing indentations more than inch in depth shall not be used. Nails and holes are not permitted in top of poles.

1.8 WARRANTY

The equipment items shall be supported by service organizations which are reasonably convenient to the equipment installation in order to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

SECTION 33 71 01 Page 8Am #0005

PART 2 PRODUCTS

2.1 MATERIALS AND EQUIPMENT

Consider materials specified herein or shown on contract drawings which are identical to materials listed in RUS 202-1 as conforming to requirements. Equipment and component items, not hot-dip galvanized or porcelain enamel finished, shall be provided with corrosion-resistant finishes which shall withstand 120 hours of exposure to the salt spray test specified in ASTM B117 without loss of paint or release of adhesion of the paint primer coat to the metal surface in excess of 1/16 inch from the test mark. The described test mark and test evaluation shall be in accordance with ASTM D1654 with a rating of not less than 7 in accordance with TABLE 1, (procedure A). Cut edges or otherwise damaged surfaces of hot-dip galvanized sheet steel or mill galvanized sheet steel shall be coated with a zinc rich paint conforming to the manufacturer's standard.

2.2 POLES

Poles shall be of lengths and classes indicated.

2.2.1 Wood Poles

Wood poles machine trimmed by turning, Douglas Fir or Southern Yellow Pine conforming to ATIS ANSI O5.1 and RUS Bull 345-67. Gain, bore and roof poles before treatment. Should additional gains be required subsequent to treatment, metal gain plates shall be provided. Pressure treat poles with pentachlorophenol, ammoniacal copper arsenate (ACA), chromated copper arsenate (CCA), except that Douglas Fir poles shall not be treated with CCA in accordance with AWPA C1 and AWPA C4 as referenced in RUS Bull 345-67. The quality of each pole shall be ensured with "WQC" (wood quality control) brand on each piece, or by an approved inspection agency report.

2.3 CROSSARMS AND BRACKETS

2.3.1 Wood Crossarms

Conform to RUS Bull 1728H-701. Pressure treat crossarms with pentachlorophenol, chromated copper arsenate (CCA), or ammoniacal copper arsenate (ACA). Treatment shall conform to AWPA C25. Crossarms shall be solid wood, distribution type, and a 1/4 inch 45 degree chamfer on all top edges. Cross-sectional area minimum dimensions shall be 4-1/4 inches in height by 3-1/4 inches in depth in accordance with IEEE C2 for Grade B construction. Crossarms shall be 8 feet in length, except that 10 foot crossarms shall be used for crossarm-mounted banked single-phase transformers or elsewhere as indicated. Crossarms shall be machined, chamfered, trimmed, and bored for stud and bolt holes before pressure treatment. Factory drilling shall be provided for pole and brace mounting, for four pin or four vertical line-post insulators, and for four suspension insulators, except where otherwise indicated or required.

Drilling shall provide required climbing space and wire clearances.

Crossarms shall be straight and free of twists to within 1/10 inch per foot of length. Bend or twist shall be in one direction only.

2.3.2 Crossarm Braces

Provide flat steel or steel angle as indicated. Provide braces with 38 inch span for 8 foot crossarms and 60 inch span for 10 foot crossarms.

SECTION 33 71 01 Page 9Am #0005

2.3.3 Armless Construction

Pole mounting brackets for line-post or pin insulators and eye bolts for suspension insulators shall be as shown. Brackets shall be attached to poles with a minimum of two bolts. Brackets may be either provided integrally as part of an insulator or attached to an insulator with a suitable stud. Bracket mounting surface shall be suitable for the shape of the pole. Brackets for wood poles shall have wood gripping members.

Horizontal offset brackets shall have a 5-degree uplift angle. Pole top brackets shall conform to IEEE C135.22, except for modifications necessary to provide support for a line-post insulator. Brackets shall provide a strength exceeding that of the required insulator strength, but in no case less than a 2800 pound cantilever strength.

2.4 HARDWARE

Hardware shall be hot-dip galvanized in accordance with ASTM A153/A153M and ASTM A123/A123M.

Zinc-coated hardware shall comply with IEEE C135.1, IEEE C135.2, NEMA C135.4, ANSI C135.14 IEEE C135.22. Steel hardware shall comply with ASTM A575 and ASTM A576. Pole-line hardware shall be hot-dip galvanized steel. Washers shall be installed under boltheads and nuts on wood surfaces and elsewhere as required. Washers used on through-bolts and double-arming bolts shall be approximately 2-1/4 inches square and 3/16 inch thick. The diameter of holes in washers shall be the correct standard size for the bolt on which a washer is used. Washers for use under heads of carriage-bolts shall be of the proper size to fit over square shanks of bolts. Eye bolts, bolt eyes, eyenuts, strain-load plates, lag screws, guy clamps, fasteners, hooks, shims, and clevises shall be used wherever required to support and to protect poles, brackets, crossarms, guy wires, and insulators.

2.5 INSULATORS

Provide wet-process porcelain insulators which are radio interference free.

a. Line post type insulators: NEMA/ANSI C29.7, Class 57-1.

b. Suspension insulators: ANSI C29.2 2/52-1.

c. Spool insulators: ANSI C29.3, Class 53-2.

d. Pin insulators: ANSI C29.5, Class 55-3.

2.6 OVERHEAD CONDUCTORS, CONNECTORS AND SPLICES

Conductors of bare copper, aluminum (AAC), aluminum alloy (AAAC), or aluminum conductor steel reinforced (ACSR) of sizes and types to match the Black Hills Electric powerline that is being tapped. Where aluminum conductors are connected to dissimilar metal, fittings conforming to UL 486A-486B shall be used.

2.6.1 Solid Copper

ASTM B1, ASTM B2, and ASTM B3, hard-drawn, medium-hard-drawn, and soft-drawn, respectively. ASTM B8, stranded.

SECTION 33 71 01 Page 10Am #0005

2.6.2 Aluminum (AAC)

ASTM B230/B230M and ASTM B231/B231M.

2.6.3 Aluminum Alloy (AAAC)

ASTM B398/B398M or ASTM B399/B399M.

2.6.4 Aluminum Conductor Steel Reinforced (ACSR)

ASTM B232/B232M, aluminum.

2.6.5 Connectors and Splices

Connectors and splices shall be of copper alloys for copper conductors, aluminum alloys for aluminum-composition conductors, and a type designed to minimize galvanic corrosion for copper to aluminum-composition conductors. Aluminum-composition, aluminum-composition to copper, and copper-to-copper shall comply with UL 486A-486B.

2.7 AERIAL MARKER BALLS

Provide aerial marker balls along the new overhead distribution lines.

[*Am-5] One marker shall be provided in the center of each overhead span.

[**Am-5] 20" (51-cm) spheres are accpetable. Markers shall be colored aviation orange.

2.8 GUY STRAND

ASTM A475, high-strength, Class A or B, galvanized strand steel cable.

Guy strand shall be 1/4 inch minimum in diameter with a minimum breaking strength of 6,650 pounds. Provide guy terminations designed for use with the particular strand and developing at least the ultimate breaking strength of the strand.

2.9 ROUND GUY MARKERS

Vinyl or PVC material, yellow colored, 8 feet long and shatter resistant at sub-zero temperatures.

2.9.1 Guy Attachment

Thimble eye guy attachment.

2.10 ANCHORS AND ANCHOR RODS

Anchors shall present holding area indicated on drawings as a minimum.

Anchor rods shall be triple thimble-eye, 3/4 inch diameter by 8 feet long. Anchors and anchor rods shall be hot dip galvanized.

2.10.1 Screw Anchors

Screw type anchors having a manufacturer's rating of not less than 6000 pounds in loose to medium sand/clay soil, Class 6 and extra heavy pipe rods conforming to ASTM A53/A53M, Schedule 80.

SECTION 33 71 01 Page 11Am #0005

[*Am-5] One marker shall be provided in the center of each overhead span.

[**Am-5]

2.11 GROUNDING AND BONDING

2.11.1 Driven Ground Rods

Provide copper-clad steel ground rods conforming to UL 467 not less than 3/4 inch in diameter by 10 feet in length. Sectional type rods may be used for rods 20 feet or longer.

2.11.2 Grounding Conductors

ASTM B3. Provide soft drawn copper wire ground conductors a minimum No. 4 AWG. Ground wire protectors shall be PVC.

2.11.3 Grounding Connections

UL 467. Exothermic weld or compression connector.

2.12 SURGE ARRESTERS

IEEE C62.11, metal oxide, polymeric-housed, surge arresters arranged for crossarm mounting. RMS voltage rating shall be 10 kV. Arresters shall be Distribution class.

2.13 FUSED CUTOUTS

Open type fused cutouts rated 100 amperes and 10,000 amperes symmetrical interrupting current, 110 kV BIL at 15 kV ungrounded, conforming to IEEE C37.42. Type T fuses conforming to IEEE C37.42 with ampere ratings equal to 150 percent of the transformer full load rating. Open link type fuse cutouts are not acceptable.

2.14 CONDUIT RISERS AND CONDUCTORS

The riser shield shall be a rigid galvanized steel conduit, as indicated, and conforming to UL 6. Provide conductors and terminations as specified in Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION.

2.15 ELECTRICAL TAPES

Tapes shall be UL listed for electrical insulation and other purposes in wire and cable splices. Terminations, repairs and miscellaneous purposes, electrical tapes shall comply with UL 510.

2.16 CAULKING COMPOUND

Compound for sealing of conduit risers shall be of a puttylike consistency workable with hands at temperatures as low as 35 degrees F, shall not slump at a temperature of 300 degrees F, and shall not harden materially when exposed to air. Compound shall readily caulking or adhere to clean surfaces of the materials with which it is designed to be used. Compound shall have no injurious effects upon the workmen or upon the materials.

PART 3 EXECUTION

3.1 INSTALLATION

Provide overhead pole line installation conforming to requirements of IEEE C2 for Grade B construction of overhead lines in heavy loading districts and NFPA 70 for overhead services. Provide material required to

SECTION 33 71 01 Page 12Am #0005 make connections into existing system and perform excavating, backfilling, and other incidental labor. Pole configuration shall be as indicated.

3.1.1 Wood Pole Installation

Provide pole holes at least as large at the top as at the bottom and large enough to provide 4 inch clearance between the pole and side of the hole.

3.1.1.1 Setting Depth of Pole

Pole setting depths shall be as follows:

Length of Pole (feet)

Setting in Soil (feet)

Setting in Solid Rock (feet)

20 5.0 3.0

25 5.5 3.5

30 5.5 3.5

35 6.0 4.0

40 6.0 4.0

45 6.5 4.5

50 7.0 4.5

55 7.5 5.0

60 8.0 5.0

65 8.5 5.5

70 9.0 5.5

75 9.5 6.0

80 10.0 6.0

85 10.5 6.5

90 11.0 6.5

95 11.5 7.0

100 12.5 7.5

3.1.1.2 Setting in Soil, Sand, and Gravel

"Setting in Soil" depths, as specified in paragraph entitled "Setting Depth of Pole," apply where the following occurs:

a. Where pole holes are in soil, sand, or gravel or any combination of

SECTION 33 71 01 Page 13Am #0005 these;

b. Where soil layer over solid rock is more than 2 feet deep;

c. Where hole in solid rock is not substantially vertical; or

d. Where diameter of hole at surface of rock exceeds twice the diameter of pole at same level. At corners, dead ends and other points of extra strain, poles 40 feet or more long shall be set 6 inches deeper.

3.1.1.3 Setting in Solid Rock

"Setting in Solid Rock," as specified in paragraph entitled "Setting Depth of Pole," applies where poles are to be set in solid rock and where hole is substantially vertical, approximately uniform in diameter and large enough to permit use of tamping bars the full depth of hole.

3.1.1.4 Setting With Soil Over Solid Rock

Where a layer of soil 2 feet or less in depth over solid rock exists, depth of hole shall be depth of soil in addition to depth specified under "Setting in Solid Rock" in paragraph entitled "Setting Depth of Pole," provided, however, that such depth shall not exceed depth specified under "Setting in Soil."

3.1.1.5 Setting on Sloping Ground

On sloping ground, always measure hole depth from low side of hole.

3.1.1.6 Backfill

Thoroughly tamp pole backfill for full depth of the hole and mound excess fill around the pole.

3.1.1.7 Setting Poles

Set poles so that alternate crossarm gains face in opposite directions, except at terminals and dead ends where gains of last two poles shall be on side facing terminal or dead end. On unusually long spans, set poles so that crossarm comes on side of pole away from long span. Where pole top pins are used, they shall be on opposite side of pole from gain, with flat side against pole.

3.1.1.8 Alignment of Poles

Set poles in alignment and plumb except at corners, terminals, angles, junctions, or other points of strain, where they shall be set and raked against the strain. Set not less than 2 inches for each 10 feet of pole length above grade, nor more than 4 inches for each 10 feet of pole length after conductors are installed at required tension. When average ground run is level, consecutive poles shall not vary more than 5 feet in height. When ground is uneven, poles differing in length shall be kept to a minimum by locating poles to avoid the highest and lowest ground points. If it becomes necessary to shorten a pole, a piece shall be sawed off the top. Holes shall be dug large enough to permit the proper use of tampers to full depth of hole.

SECTION 33 71 01 Page 14Am #0005

3.1.1.9 Pole Caps

Provide plastic pole caps with 1/4 inch sealing rings and four nailing tabs. Fill sealing area with either a bituminous, elastigum roof cement or an acceptable preservative paste to level of sealing ring to eliminate possibility of condensation. Place on pole top and nail each tab down with a 1 1/4 inch nail.

3.1.2 Hardware

Provide hardware with washer against wood and with nuts and lock nuts applied wrench tight. Provide locknuts on threaded hardware connections.

Locknuts shall be M-F style and not palnut style.

3.1.3 Grounding

Unless otherwise indicated, grounding shall conform to IEEE C2 and NFPA 70.

Pole grounding electrodes shall have a resistance to ground not exceeding 25 ohms. When work in addition to that indicated or specified is directed in order to obtain specified ground resistance, provisions of the contract covering changes shall apply.

3.1.3.1 Grounding Electrode Installation

Grounding electrodes shall be installed as follows:

a. Driven rod electrodes - Unless otherwise indicated, ground rods shall be located approximately 3 feetout from base of the pole and shall be driven into the earth until the tops of the rods are approximately 1 foot below finished grade. Multiple rods shall be evenly spaced at least 10 feet apart and connected together 2 feet below grade with a minimum No. 6 bare copper conductor.

b. Ground resistance - The maximum resistance of a driven ground rod shall not exceed 25 ohms under normally dry conditions. Whenever the required ground resistance is not met, provide additional electrodes interconnected with grounding conductors, to achieve the specified ground resistance. The additional electrodes will be up to three, 10 feet rods spaced a minimum of 10 feet apart coupled and driven with the first rod. In high ground resistance, UL listed chemically charged ground rods may be used. If the resultant resistance exceeds 25 ohms measured not less than 48 hours after rainfall, notify the Contracting Officer immediately.

3.1.3.2 Grounding Electrode Conductors

On multi-grounded circuits, as defined in IEEE C2, provide a single continuous vertical grounding electrode conductor. Neutrals, surge arresters, and equipment grounding conductors shall be bonded to this conductor. For single-grounded or ungrounded systems, provide a grounding electrode conductor for the surge arrester and equipment grounding conductors and a separate grounding electrode conductor for the secondary neutrals. Grounding electrode conductors shall be stapled to wood poles at intervals not exceeding 2 feet. Grounding electrode conductors shall be sized as indicated. Bends greater than 45 degrees in grounding electrode conductor are not permitted.

SECTION 33 71 01 Page 15Am #0005

3.1.3.3 Grounding Electrode Connections

Make above grade grounding connections on pole lines by exothermic weld or by using a compression connector. Make below grade grounding connections by exothermic weld. Make exothermic welds strictly in accordance with manufacturer's written recommendations. Welds which have puffed up or which show convex surfaces indicating improper cleaning, are not acceptable. No mechanical connectors are required at exothermic weldments. Compression connectors shall be type that uses a hydraulic compression tool to provide correct pressure. Provide tools and dies recommended by compression connector manufacturer. An embossing die code or similar method shall provide visible indication that a connector has been fully compressed on ground wire.

3.1.3.4 Grounding and Grounded Connections

a. Where no primary or common neutral exists, surge arresters and frames of equipment operating at over 750 volts shall be bonded together and connected to a dedicated primary grounding electrode.

b. Where no primary or common neutral exists, transformer secondary neutral bushing, secondary neutral conductor, and frames of equipment operating at under 750 volts shall be bonded together and connected to a dedicated secondary grounding electrode.

c. When a primary or common neutral exists, connect all grounding and grounded conductors to a common grounding electrode.

3.1.3.5 Protective Molding

Protect grounding conductors which are run on surface of wood poles by PVC molding extending from ground line throughout equipment spaces above.

3.1.4 CONDUCTOR INSTALLATION

3.1.4.1 Line Conductors

Unless otherwise indicated, conductors shall be installed in accordance with manufacturer's approved tables of sags and tensions. Conductors shall be handled with care necessary to prevent nicking, kinking, gouging, abrasions, sharp bends, cuts, flattening, or otherwise deforming or weakening conductor or any damage to insulation or impairing its conductivity. Remove damaged sections of conductor and splice conductor.

Conductors shall be paid out with the free end of conductors fixed and cable reels portable, except where terrain or obstructions make this method unfeasible. Bend radius for any insulated conductor shall not be less than the applicable NEMA specification recommendation. Conductors shall not be drawn over rough or rocky ground, nor around sharp bends.

When installed by machine power, conductors shall be drawn from a mounted reel through stringing sheaves in straight lines clear of obstructions.

Initial sag and tension shall be checked by the Contractor, in accordance with the manufacturer's approved sag and tension charts, within an elapsed time after installation as recommended by the manufacturer.

3.1.4.2 Connectors and Splices

Conductor splices, as installed, shall exceed ultimate rated strength of conductor and shall be of type recommended by conductor manufacturer. No splice shall be permitted within 10 feet of a support. Connectors and

SECTION 33 71 01 Page 16Am #0005 splices shall be mechanically and electrically secure under tension and shall be of the nonbolted compression type. The tensile strength of any splice shall be not less than the rated breaking strength of the conductor. Splice materials, sleeves, fittings, and connectors shall be noncorrosive and shall not adversely affect conductors.

Aluminum-composition conductors shall be wire brushed and an oxide inhibitor applied before making a compression connection. Connectors which are factory-filled with an inhibitor are acceptable. Inhibitors and compression tools shall be of types recommended by the connector manufacturer. Primary line apparatus taps shall be by means of hot line clamps attached to compression type bail clamps (stirrups). Low-voltage connectors for copper conductors shall be of the solderless pressure type. Noninsulated connectors shall be smoothly taped to provide a waterproof insulation equivalent to the original insulation, when installed on insulated conductors. On overhead connections of aluminum and copper, the aluminum shall be installed above the copper.

3.1.4.3 Conductor-To-Insulator Attachments

Conductors shall be attached to insulators by means of clamps, shoes or tie wires, in accordance with the type of insulator. For insulators requiring conductor tie-wire attachments, tie-wire sizes shall be as specified in TABLE I.

TABLE I - TIE-WIRE REQUIREMENTS

CONDUCTOR

Copper (AWG)

TIE WIRE

Soft-Drawn Copper (AWG)

6 8

4 and 2 6

1 through 3/0 4

4/0 and larger 2

AAC, AAAC, or ACSR (AWG AAAC OR AAC (AWG)

Any size 6 or 4

3.1.4.4 Armor Rods

Armor rods shall be provided for AAC, AAAC, and ACSR conductors. Armor rods shall be installed at supports, except armor rods will not be required at primary dead-end assemblies if aluminum or aluminum-lined zinc-coated steel clamps are used. Lengths and methods of fastening armor rods shall be in accordance with the manufacturer's recommendations. For span lengths of less than 200 feet, flat aluminum armor rods may be used.

Flat armor rods, not less than 0.03 by 0.25 inch shall be used on No. 1 AWG AAC and AAAC and smaller conductors and on No. 5 AWG ACSR and smaller conductors. On larger sizes, flat armor rods shall be not less than 0.05 by 0.30 inches. For span lengths of 200 feet or more, preformed round armor rods shall be used.

SECTION 33 71 01 Page 17Am #0005

3.1.4.5 Ties

Provide ties on pin insulators tight against conductor and insulator and ends turned down flat against conductor so that no wire ends project.

3.1.4.6 New Conductor Installation

String new conductors to "initial" sag table values recommended by the manufacturer for conductor type and size of conductor and ruling span indicated.

3.1.4.7 Fittings

Dead end fittings, clamp or compression type, shall conform to written recommendations of conductor manufacturer and shall develop full ultimate strength of conductor.

3.1.4.8 Aluminum Connections

Make aluminum connections to copper or other material using only splices, connectors, lugs, or fittings designed for that specific purpose. Keep a copy of manufacturer's instructions for applying these fittings at job site for use of the inspector.

3.1.5 Risers

Secure galvanized steel conduits on poles by two hole galvanized steel pipe straps spaced as indicated and within 3 feet of any termination.

Ground metallic conduits.

3.2 CROSSARM MOUNTING

Crossarms shall be bolted to poles with 5/8 inch through-bolts with square washers at each end. Bolts shall extend not less than 1/8 inch nor more than 2 inches beyond nuts. On single crossarm construction, the bolt head shall be installed on the crossarm side of the pole. Wood crossarm braces shall be provided on crossarms. Flat braces may be provided for 8 foot crossarms and shall be 1/4 by 1-1/4 inches, not less than 28 inches in length. Flat braces shall be bolted to arms with 3/8 inch carriage bolts with round or square washers between boltheads and crossarms, and secured to poles with 1/2 by 4 inch lag screws after crossarms are leveled and aligned. Angle braces are required for 10 foot crossarms and shall be 60 inch span by 18 inch drop formed in one piece from 1-1/2 by 1-1/2 by 3/16 inch angle. Angle braces shall be bolted to crossarms with 1/2 inch bolts with round or square washers between boltheads and crossarms, and secured to poles with 5/8 inch through-bolts. Double crossarms shall be securely held in position by means of 5/8 inch double-arming bolts. Each double-arming bolt shall be equipped with four nuts and four square washers.

3.2.1 Line Arms and Buck Arms

Line arms and buck arms shall be set at right angles to lines for straight runs and for angles 45 degrees and greater; and line arms shall bisect angles of turns of less than 45 degrees. Dead-end assemblies shall be used for turns where shown. Buck arms shall be installed, as shown, at corners and junction poles. Double crossarms shall be provided at ends of joint use or conflict sections, at dead-ends, and at angles and corners to provide adequate vertical and longitudinal strength. Double crossarms

SECTION 33 71 01 Page 18Am #0005 shall be provided at each line-crossing structure and where lines not attached to the same pole cross each other.

3.2.2 Equipment Arms

Equipment arms shall be set parallel or at right angles to lines as required to provide climbing space. Equipment arms shall be located below line construction to provide necessary wire and equipment clearances.

3.3 FIELD APPLIED PAINTING

Paint electrical equipment as required to match finish of adjacent surfaces or to meet the indicated or specified safety criteria. Painting shall be as specified in Section 09 90 00 PAINTS AND COATINGS.

3.4 FIELD QUALITY CONTROL

3.4.1 General

Field testing shall be performed in the presence of the Contracting Officer. The Contractor shall notify the Contracting Officer 20 days prior to conducting tests. The Contractor shall furnish materials, labor, and equipment necessary to conduct field tests. The Contractor shall perform tests and inspections recommended by the manufacturer unless specifically waived by the Contracting Officer. The Contractor shall maintain a written record of tests which includes date, test performed, personnel involved, devices tested, serial number and name of test equipment, and test results. Field reports will be signed and dated by the Contractor.

3.4.2 Safety

The Contractor shall provide and use safety devices such as rubber gloves, protective barriers, and danger signs to protect and warn personnel in the test vicinity. The Contractor shall replace any devices or equipment which are damaged due to improper test procedures or handling.

3.4.3 Medium-Voltage Preassembled Cable Test

Reference Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION.

3.4.4 Sag and Tension Test

The Contracting Officer shall be given prior notice of the time schedule for stringing conductors or cables serving overhead medium-voltage circuits and reserves the right to witness the procedures used for ascertaining that initial stringing sags and tensions are in compliance with requirements for the applicable loading district and cable weight.

3.4.5 Performance of Acceptance Checks and Tests

Perform in accordance with the manufacturer's recommendations and include the following visual and mechanical inspections and electrical tests, performed in accordance with NETA ATS.

3.4.5.1 Grounding System

a. Visual and mechanical inspection

SECTION 33 71 01 Page 19Am #0005

Inspect ground system for compliance with contract plans and specifications.

b. Electrical tests

Perform ground-impedance measurements utilizing the fall-of-potential method. On systems consisting of interconnected ground rods, perform tests after interconnections are complete. On systems consisting of a single ground rod perform tests before any wire is connected. Take measurements in normally dry weather, not less than 48 hours after rainfall. Use a portable ground testing megger in accordance with manufacturer's instructions to test each ground or group of grounds.

The instrument shall be equipped with a meter reading directly in ohms or fractions thereof to indicate the ground value of the ground rod or grounding systems under test.

3.4.6 Devices Subject to Manual Operation

Each device subject to manual operation shall be operated at least three times, demonstrating satisfactory operation each time.

3.4.7 Follow-Up Verification

Upon completion of acceptance checks and tests, the Contractor shall show by demonstration in service that circuits and devices are in good operating condition and properly performing the intended function. As an exception to requirements stated elsewhere in the contract, the Contracting Officer shall be given 5 working days advance notice of the dates and times of checking and testing.

-- End of Section --

SECTION 33 71 01 Page 20Am #0005

B B

B B B

B B

WILDERNESS ROAD

12"12"

END OF LOCATE

WILDERNESS ROAD

GATEGATE

WILDERNESS ROAD

GATE

B B

BBB

M M

BBBB

GATE

W/BARBED WIRE

6' CHAIN LINK FENCE

' C

H A

K F

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C E

H A

K F

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4' B A R B E D W

N C E

GATE

16"

4' BARBED WIRE FENCE

H A

K F

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C E

A R

B E

D W

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

W/BARBED WIRE

6' CHAIN LINK FENCE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

4' RAILROAD TIE FENCE

W W

COCO

G M

T G

PERPENDIC

ULAR T

O E

DGE O

F P

AVEMENT

ACES

@ 1

0'-3

" EACH

P A

C E

E A

C H

3 SPACES @ 10'-3" EACH = 30'-9" 5 SPACES @ 14'-2.4" EACH = 71'-0"

3 SPACES @ 10'-3" EACH = 30'-9"

P A

C E

E A

C H

P A

C E

E A

C H

14 SPACES @ 12'-7.1" EACH = 176'-3"

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

EXPANSION JOINT

THICKENED EDGE

EXPANSION JOINT

THICKENED EDGE

R R

R R R R

R R R R R

R R

KEYPLAN SCALE: 1" = 1000'

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SCALE: 1" = 10'

20' 40'0

CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC

SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR

LEGEND

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

.7 5'

FINISHED GRADE SPOT ELEVATION

A H

N E

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CP401

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A L R

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B B

B B B

B B

WILDERNESS ROAD

12"12"

END OF LOCATE

WILDERNESS ROAD

GATEGATE

WILDERNESS ROAD

GATE

B B

BBB

M M

BBBB

GATE

W/BARBED WIRE

6' CHAIN LINK FENCE

' C

H A

K F

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C E

H A

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4' B A R B E D W

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16"

4' BARBED WIRE FENCE

A R

B E

D W

H A

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C E

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

W/BARBED WIRE

7' CHAIN LINK FENCE

6' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

4' RAILROAD TIE FENCE

W W

COCO

G M

T G

PERPENDIC

ULAR T

O E

DGE O

F P

AVEMENT

ACES

@ 1

0'-3

" EACH

P A

C E

E A

C H

3 SPACES @ 10'-3" EACH = 30'-9"

EXPANSION JOINT

THICKENED EDGE

EXPANSION JOINT

THICKENED EDGE

3 SPACES @ 10'-3" EACH = 30'-9"

WITH EXPANSION JOINT

THICKENED EDGE

WITH EXPANSION JOINT

THICKENED EDGE

5 SPACES @ 14'-0" EACH = 70'-0"

4 SPACES @

13'-6" EACH = 54'-0"

2 SPACES @ 12'-0" EACH = 24'-0"

3 SPACES @ 10'-9" EACH = 32'-3"

SPACES REMAIN @ 12'-0"

6 SPACES @

10'-8" EACH = 63'-10"

13 SPACES @

12'-0" EACH = 156'-0"

12 SPACES @ 12'-0" = 144'-0"

@ 12'-0" EACH = 24'-0"

2 SPACES

3 SPACES @ 11'-4" EACH = 102'-0"

SPACE @ 15'-0"

4 SPACES @ 10'-10" = 43'-4"

2 SPACES @ 12'-0" EACH = 24'-0"

P A

C E

E A

C H

P A

C E

E A

C H

14 SPACES @ 12'-7.1" EACH = 176'-3"

S O

A T

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K E

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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M A

T C

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MATCHLINE FOR SHEET CP403A MATCHLINE FOR SHEET CP403A

M A

T C

H L

E F

O R S

H E

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R R

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R R

KEYPLAN SCALE: 1" = 1000'

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CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC

SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR

LEGEND

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

.7 5'

A H

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B B

B B B

B B

WILDERNESS ROAD

12"12"

END OF LOCATE

WILDERNESS ROAD

GATEGATE

WILDERNESS ROAD

GATE

B B

BBB

M M

BBBB

GATE

W/BARBED WIRE

6' CHAIN LINK FENCE

' C

H A

K F

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4' BARBED WIRE FENCE

A R

B E

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K F

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C E

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

W/BARBED WIRE

7' CHAIN LINK FENCE

6' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

/BARBED W

IRE

7' CHAIN LINK FENCE

4' RAILROAD TIE FENCE

W W

COCO

G M

T G

SPACES REMAIN @ 12'-0"

6 SPACES @

10'-8" EACH = 63'-10"

21 SPACES @

12-0 EACH = 252'-0"

2 SPACES @ 12'-0" EACH = 24'-0"

4 SPACES @ 11'-3" EACH = 45'-0"

8 SPACES @ 12'-0" EACH = 96'-0"

2 SPACES @ 12'-0" EACH = 24'-0"

4 SPACES @ 11'-7" = 46'-5"

S O

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

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P S O

F E

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MATCHLINE FOR SHEET CP401A MATCHLINE FOR SHEET CP401A

KEYPLAN SCALE: 1" = 1000'

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...\FC\FCDR\40000 Design Products\CAD_BIM\_Sheets\FCDRCP403A

CONSTRUCTION JOINT (DOWELED)

THICKENED EDGE EXPANSION JOINT

THICKENED EDGE

OR CONSTRUCTION JOINT (DOWELLED)

CONTRACTION JOINT (WITHOUT TIE BARS)

6 X 6 - W2.9 X W2.9 WELDED WIRE FABRIC

SLAB REINFORCED WITH 4 X 4 - W1.4 X W1.4 OR

LEGEND

CONSTRUCTION JOINT (WITH TIEBARS)

CONTRACTION JOINT (WITH TIEBARS) OR

.7 5'

A H

N E

A P

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HOA

JJJ

J J

K1-19

D1-26

D1-9

D1-29

D1-23

D1-17

D1-14

D2-2

D2-28

D2-4

D2-8

D1-33

LOH-1,3

D2-12

D1-16

D1-2

D1-4

D1-6

D1-20

D2-14,16,18

POWER REEL 1 POWER REEL 2

POWER REEL 4 POWER REEL 5

M1A-22M1A-20

M1A-26 M1A-28

D1-1

D1-18

D 1-

D2-1 D2-3D2-7 D2-5

D1-22

D1-27

D1-31

D1-21

D1-25

D1-19

D1-15

D1-13

D1-11

D1-5

D1-3

72'' AFF

62'' AFF

72'' AFF

D1-7

72'' AFF

1/2 USB

1/2 USB 1/2 USB

2 TV

TV TV

48'' AFF

K1-22

C1-8

D2-10

LCP

LOC

FAT

C.2

1 2 3 5 64

A.8

EP401

EP402

D1-32

D1-35

WORK ROOM

M1-1

PATIO

DORM

OFFICE

DORM

DAY ROOM

CREW OPEN

OFFICE

TELECOM ROOM

SHWR/TLT A

SHWR/TLT B

LAUNDRY

PANTRY

KITCHEN

ELEC.

MECH. ROOM

CORRIDOR

C O

R R

STORAGE

FITNESS RM.

APPARATUS BAY

EEWS

D2-26

G G G

W P G

D1-30

+132"

W P G

ITCP

TO INDUSTRIAL TANK

(SEE SHEET ES101)

F-5,7 F-9

GWJH GBC

GENERATOR

CONTROL/ALARM

PANEL

POWER REEL 3

POWER REEL 6

M1A-24

M1A-30

D2-6

G G G

GGGGG

G G

FACP

CF-1

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

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N O

N N

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1 2 3 4 5

EP101

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Y2 3)

0 4' 8' 12'

TRUE NORTH

FOR SUPPLEMENTAL LEGEND, GENERAL NOTES, AND KEYED NOTES, SEE SHEET EP001.

K D

N D

A L R

/1 5/

2 3

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

N U

1 2 3 4 5

EP603

S C

T C

N , C

O O

A D

E O

A, N

G R

, P

R -F

-M

rv t

N S

O R

E 6)

Y2 3)

MECHANICAL EQUIPMENT - ELECTRICAL CONNECTION SCHEDULE

E.Q. I.D.

TAG DESCRIPTION LOCATION VOLTS PH HP FLA MCA

PKG

UNIT

NEMA

ENCL.

DISCONNECT STARTER

PANEL CKT. NUM.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 16, 2023.