AMD 0004_P-870_Specifications.pdf

1737354

70 CU501 17312316 WATER SYSTEM DETAILS (1 OF 5)

71 CU502 17312317 WATER SYSTEM DETAILS (2 OF 5)

72 CU503 17312318 WATER SYSTEM DETAILS (3 OF 5)

73 CU504 17312319 WATER SYSTEM DETAILS (4 OF 5)

74 CU505 17312320 WATER SYSTEM DETAILS (5 OF 5)

75 CU511 17312321 SEWER SYSTEM DETAILS (1 OF 2)

76 CU512 17312322 SEWER SYSTEM DETAILS (2 OF 2)

77 CU521 17312323 STORM SYSTEM DETAILS (1 OF 3)

78 CU522 17312324 STORM SYSTEM DETAILS (2 OF 3)

79 CU523 17312325 STORM SYSTEM DETAILS (3 OF 3)

43A CR401 17312326 NOT USEDDRIVEWAY PLAN (1 OF 2)

43B CR402 17312327 NOT USEDDRIVEWAY PLAN (2 OF 2)

17312328 NOT USED

17312329 NOT USED

17312330 NOT USED

17312331 NOT USED

17312332 NOT USED

17312333 NOT USED

17312334 NOT USED

80 L-101 17312335 LANDSCAPE PLAN

81 L-501 17312336 PLANT LIST AND DETAILS

17312337 NOT USED

82 A-101 17312338 FLOOR PLAN, REFLECTED CEILING PLAN,

ROOF PLAN - BLEACHERS

83 A-102 17312339 FLOOR PLAN, REFLECTED CEILING PLAN,

ROOF PLAN - HEAD

84 A-201 17312340 BUILDING ELEVATIONS AND SECTIONS -

BLEACHERS

85 A-202 17312341 BUILDING ELEVATIONS AND SECTIONS - HEAD

86 A-501 17312342 WALL SECTIONS

DOCUMENT 00 01 15 Page 4

AMENDMENT 0004 - 25 APRIL 2024

FY24 MCON P-870 9TH ENGINEERING SUPPORT BATTALION (ESB) TRAINING COMPLEX

US NAVSUPPACT, MARINE CORPS BASE GUAM

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

01 45 00.00 20 1.5.5.1.1 GGeotechnical Field

Representative Qualification And

Experience

1.5.7 GCrane Certification Letter

SD-11 Closeout Submittals

1.5.1.1.1 GField Report

01 45 35 SD-01 Preconstruction Submittals

3.1.2Written NDT Practices

SD-06 Test Reports

3.1.2Daily Reports

3.1.1Biweekly Reports

SD-07 Certificates

2.1AISC Certified Steel Fabricator

1.5 GSpecial Inspector

3.1.2Qualification Records

SD-11 Closeout Submittals

3.1.2 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

3.3.1Traffic Control Plan

2.2.1Haul Road Plan

1.6.1.4Contractor Computer

Cybersecurity Compliance

Statements

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMENDMENT 0004 - 25 APRIL 2024

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 43 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

32 31 13.53 SD-03 Product Data

2.1.1.1Fabric

2.1.2Posts

2.1.2.2Post Caps

2.1.3Chain Link Braces

2.1.3Rails

2.1.2.2Tension Wire

2.2.1.2Barbed Wire

2.1.2.2Barbed Wire Supporting Arms

2.1.4.3Latches

2.1.4.3Hinges

2.1.4.3Stops

2.1.4.3Keepers

2.1.5Padlocks

2.2.1.1Wire Ties

2.1.4.3 GDual Hasp Padlock Holder

SD-07 Certificates

2.1.2.1Chain Link Fence

2.1.1.1Fabric

2.2.1.2Barbed Wire

3.2.1Gate Hardware and Accessories

2.2.2Concrete

32 84 24 SD-02 Shop Drawings

1.3Temporary Irrigation Sprinkler

System

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 44 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

32 84 24 2.1Piping Materials

2.3Valves

2.2Heads

2.3.4Backflow Preventers

2.5Automatic Irrigation Controller

2.5.1Controller Enclosure

2.1.3Solvent Cement

2.6.1Control Wiring

2.4.1Water Meter

2.4.3.1Rain Shut-Off Device

SD-06 Test Reports

1.6.1Tests

2.3.4Backflow Preventers

3.2.1Pressure Test

3.2.2Operation Test

SD-07 Certificates

2.3.4Backflow Preventers

SD-08 Manufacturer’s Instructions

3.1.8Automatic Controller

2.2Heads

2.3.4Backflow Preventers

2.3Valves

2.4.3.1Rain Shut-Off Device

32 92 19 SD-03 Product Data

2.5.1Wood Cellulose Fiber Mulch

2.4Fertilizer

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 45 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

32 92 19 SD-06 Test Reports

2.2.3Topsoil Composition Tests

32 93 00 SD-01 Preconstruction Submittals

1.4.3Territory of Guam Landscape

Contractor's License

SD-03 Product Data

2.3.7Composted Derivatives

2.3.10Rotted Manure

2.3.8Gypsum

2.8.1Aluminum Edging

2.8.1Aluminum Edging

2.5Fertilizer

3.4.4 GWeed Control Fabric

2.11 GRoot Control Barrier

2.7.1Staking Material

2.10Erosion Control Materials

1.4.4 GPhotographs

2.9Tree Trunk Arbor Guard

SD-06 Test Reports

2.2.4Topsoil Composition Tests

SD-07 Certificates

2.1.1Nursery Certifications

SD-10 Operation and Maintenance

Data

1.8Plastic Identification

33 11 00 SD-01 Preconstruction Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 46 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

33 11 00 3.1.1 GConnections

SD-03 Product Data

2.1.1 GPipe, Fittings, Joints and

Couplings

2.1.2 GValves

2.1.2.4 GValve Boxes

2.1.3.1 GFire Hydrants

2.2.1 GPipe Restraint

2.2.6.1 GCorporation Stops

1.4.2.1.1 GBackflow Preventer

3.2.4 GDisinfection Procedures

SD-06 Test Reports

3.3.1.4 GBackflow Preventer Tests

3.3.1.3 GBacteriological Samples

3.2.1.1.6Hydrostatic Sewer Test

3.3.1.1Hydrostatic Test

SD-07 Certificates

2.1.1Pipe, Fittings, Joints and

Couplings

2.1.1.1.1.1Lining for Fittings

2.1.2Valves

2.1.3.1Fire Hydrants

1.4.2.1.1.2Backflow Prevention Training

Certificate

1.4.2.1.1.1Backflow Tester

2.1.5Backflow Certificate

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 47 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

33 11 00 2.1.4.1Displacement Type Meters

2.1.4.2Compound Type Meters

2.1.4.3Fire Service Type Meters

SD-08 Manufacturer’s Instructions

2.1.1.1.1PVC Piping

2.1.1.1.2PVC Piping For Service Lines

2.1.1.2Copper Pipe For Service Lines

33 30 00 SD-01 Preconstruction Submittals

1.3.1 GContractor's License

SD-02 Shop Drawings

3.1.1 GInstallation Drawings

SD-03 Product Data

2.2.5Precast Concrete Manholes

2.2.8Frames, Covers, and Gratings

2.2.1Gravity Pipe

SD-06 Test Reports

3.3.1.1.1.1GPrecast Concrete Sewer Manhole

Test

3.3.1.1.1 GNegative Air Pressure Test

3.3.1.1.2 GLow-Pressure Air Tests

SD-07 Certificates

2.2.3Portland Cement

3.3.3.1 GPre-Installation Inspection

Request

3.3.3.2 GPost-Installation Inspection

33 40 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 48 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

33 40 00 3.5.2Sand Filter

SD-06 Test Reports

3.8.1.1 GLeakage Test

SD-07 Certificates

2.4.1 GHydrostatic Test on Watertight

Joints

2.3.4 GFrame and Cover or Gratings

SD-08 Manufacturer’s Instructions

3.3 GPlacing Pipe

SD-11 Closeout Submittals

3.8.2.1 GLID Verification Report

33 71 02 SD-02 Shop Drawings

1.5.1 GPrecast Underground Structures

SD-03 Product Data

2.5 GMedium Voltage Cable

2.7 GMedium Voltage Cable Joints

2.6 GMedium Voltage Cable

Terminations

2.13.2.1 GPrecast Concrete Structures

2.13.2.4 GSealing Material

3.5.3 GPulling-In Irons

2.13.3 GManhole/Telecommunications

Maintenance Frames and Covers

2.14 GCable Supports

2.16 GProtective Devices and

Coordination

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 49 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

33 71 02 2.1.4.5 GInnerduct

SD-06 Test Reports

2.17.2 GMedium Voltage Cable

Qualification and Production Tests

3.18.1 GField Acceptance Checks and

Tests

2.17.1 GArc-proofing Test

3.3 GCable Installation Plan and

Procedure

SD-07 Certificates

1.5.2 GCable splicer/terminator

1.5.3 GCable Installer Qualifications

33 82 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications Outside

Plant

1.6.1.2 GTelecommunications Entrance

Facility Drawings

SD-03 Product Data

2.7 GWire and Cable

2.4 GCable Splices, and Connectors

2.3 GClosures

2.2.1 GBuilding Protector Assemblies

2.2.2 GProtector Modules

SD-06 Test Reports

3.5.1 GPre-installation Tests

3.5.2 GAcceptance Tests

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 50 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

33 82 00 1.6.3 GOutside Plant Test Plan

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer's Qualifications

SD-08 Manufacturer’s Instructions

2.2.1 GBuilding Protector Assembly

Installation

3.1.6.1 GCable Tensions

3.1.7.2 GFiber Optic Splices

SD-09 Manufacturer’s Field

Reports

2.13.1 GFactory Reel Test Data

SD-10 Operation and Maintenance

Data

1.6.1.1 GTelecommunications Outside

Plant (OSP)

SD-11 Closeout Submittals

1.8.1 GRecord Documentation

41 22 23.19 SD-02 Shop Drawings

1.6.3.1 GMonorail Crane System

SD-03 Product Data

2.3.4 GHoist Brakes

2.3.5 GLoad Block and Hook

2.3.1 GHoist

2.3.3 GTrolley

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 51 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

41 22 23.19 2.2.3 GEnd Stops

2.2.2 GMonorail Track System

2.4 GPainting System

2.3.3.2 GBumpers

SD-05 Design Data

1.6.4 GLoad and Sizing Calculations

SD-06 Test Reports

1.6.2.2 GHook Proof Test

1.6.2.1.1 GHook Non-Destructive Test (NDT)

3.4.1 GPost-Erection Inspection

3.4.2 GOperational Tests

3.4.4 GHook Tram Measurement

3.4.5 GLoad Tests

2.2.1 GBolt Testing Reports

2.2.1 GNon-Destructive Test For Welds

3.4.2 GCrane Operational Test Plans

3.4.5 GCrane Load Test Plans

3.4.5.1 GCrane Rated Load Test Letter

SD-07 Certificates

1.6.5 GLoad Chain

1.6.5 GHazardous Material

1.6.5 GBrake Adjustment Record

1.6.5 GCompliance with all Listed

Standards

1.6.5 GMonorail System

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 52 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

41 22 23.19 SD-10 Operation and Maintenance

Data

3.6 GOperation and Maintenance

Manuals

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1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Construction Quality Control (QC) Plan; G

Indoor Air Quality (IAQ) Management Plan

SD-07 Certificates

Contractor's Material And Test Certificate For Underground Piping;

G

Crane Special Inspector Qualifications; G

Qualifications of the QC Geotechnical Specialist; G

Geotechnical Field Representative Qualification And Experience; G

Crane Certification Letter; G

SD-11 Closeout Submittals

Field Report; G

1.3 INFORMATION FOR THE CONTRACTING OFFICER

Prior to commencing work on construction, the Contractor can obtain a single copy set of the current report forms from the Contracting Officer.

The report forms will consist of the Contractor Production Report, Contractor Production Report (Continuation Sheet), Contractor Quality Control (CQC) Report, CQC Report (Continuation Sheet), Preparatory Phase Checklist, Initial Phase Checklist, Rework Items List, and Testing Plan and Log.

Deliver the following to the Contracting Officer during Construction:

a. CQC Report: Submit the report electronically by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work.

b. Contractor Production Report: Submit the report electronically by 10:00 AM the next working day after each day that work is performed and for every seven consecutive calendar days of no-work.

c. Preparatory Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Preparatory Phase held.

d. Initial Phase Checklist: Submit the report electronically in the same manner as the CQC Report for each Initial Phase held.

e. QC Specialist Reports: Submit the report electronically by 10:00 AM the next working day after each day that work is performed.

SECTION 01 45 00.00 20 Page 2

AMENDMENT 0004 - 25 APRIL 2024

FY24 MCON P-870 9TH ENGINEERING SUPPORT BATTALION (ESB) TRAINING COMPLEX

US NAVSUPPACT, MARINE CORPS BASE GUAM

f. Field Test Reports: Within two working days after the test is performed, submit the report as an electronic attachment to the CQC

Bench testing performed at the crane factory is done to the satisfaction of the Government prior to the crane leaving the crane factory. Prior to the crane leaving the crane factory, the Crane Special Inspector must provide a letter to the Government stating that the crane meets contract requirements and is certifiable in accordance with NAVFAC P-307 .

The Crane Special Inspector must ensure the crane is installed in accordance with the EM 385-1-1 and this construction contract. The Crane Special Inspector shall provide daily QC on crane activities and submit a Crane Certification Letterprovide a written letter to the Government when the crane is ready for certification stating that the crane meets contract requirements and is certifiable in accordance with NAVFAC P-307.

The Contractor shall submit the Crane Special Inspector Qualifications to the Government for review and approval.

1.6 QUALITY CONTROL (QC) PLAN

1.6.1 Construction Quality Control (QC) Plan

Submit a Construction QC Plan within 30 calendar days of Contract Award.

The Accepted QC plan is required prior to start of construction.

1.6.1.1 Requirements

Provide a Construction QC Plan, prior to start of construction, that includes a table of contents, with major sections identified, with pages numbered sequentially, and that documents the proposed methods and responsibilities for accomplishing quality control during the construction of the project:

a. QC ORGANIZATION: A chart showing the QC organizational structure.

b. NAMES AND QUALIFICATIONS: Names and qualifications, in resume format, for each person in the QC organization. Include the CQM for Contractors course certifications for the QC Manager and Alternate QC Manager as required by the paragraphs CONSTRUCTION QUALITY MANAGEMENT TRAINING and ALTERNATE QC MANAGER DUTIES AND QUALIFICATIONS.

c. DUTIES, RESPONSIBILITY AND AUTHORITY OF QC PERSONNEL: Duties, responsibilities, and authorities of each person in the QC organization.

d. OUTSIDE ORGANIZATIONS: A listing of outside organizations, such as architectural and consulting engineering firms, that will be employed by the Contractor and a description of the services these firms will provide.

e. APPOINTMENT LETTERS: Letters signed by an officer of the firm appointing the QC Manager and Alternate QC Manager and stating that they are responsible for implementing and managing the QC program as described in this Contract. Include in this letter the responsibility of the QC Manager and Alternate QC Manager to implement and manage the three phases of control, and their authority to stop work which is not in compliance with the Contract. Letters of direction are to be issued by the QC Manager to the QC Specialist outlining their duties, authorities, and responsibilities. Include copies of the letters in the QC Plan.

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f. SUBMITTAL PROCEDURES AND INITIAL SUBMITTAL REGISTER: Procedures for

3.8 BURIED DETECTION WIRE

Bury detection wire directly above non-metallic piping at a distance not to exceed 12 inches above the top of pipe. The wire shall extend continuously and unbroken, from manhole to manhole. The ends of the wire shall terminate inside the manholes at each end of the pipe, with a minimum of 3 feet of wire, coiled, remaining accessible in each manhole.

The wire shall remain insulated over it's entire length. The wire shall enter manholes between the top of the corbel and the frame, and extend up through the chimney seal between the frame and the chimney seal. For force mains, the wire shall terminate in the valve pit at the pump station end of the pipe.

3.9 COMPACTION

Perform compaction by sheepsfoot rollers, pneumatic-tired rollers, steel-wheeled rollers, vibratory compactors, or other equipment well suited to the material being compacted.

Determine in-place density of existing subgrade; if required density exists, no compaction of existing subgrade will be required.

3.9.1 General Site and HE Dig Pit

Moisture condition to within three percent of optimum moisture content and compact underneath areas designated for vegetation and areas outside the 5 foot line of the paved area or structure to 85 percent of ASTM D1557 maximum dry density.

3.9.2 Structures, Spread Footings, and Concrete Slabs

Moisture condition to within three percent of optimum moisture content and compact top 6 inches of subgrades to 95 percent of ASTM D1557 maximum dry density. Moisture condition to within two percent of optimum moisture content and compact select granular material to 95 percent of ASTM D1557 maximum dry density.

3.9.3 Adjacent Area

Moisture condition to within two percent of optimum moisture content and compact areas within 5 feet of structures to 90 percent of ASTM D1557 maximum dry density.

3.9.4 Paved Areas

Moisture condition to within three percent of optimum moisture content and compact top 6 inches of subgrades to 95 percent of ASTM D1557 maximum dry density. Moisture condition to within two percent of optimum moisture content and compact select granular material to 95 percent of ASTM D1557 maximum dry density.

3.10 RIP-RAP CONSTRUCTION

Construct 15-inches minimum thickness rip-rap or grouted rubble pavement on 6-inch thick and geotextile fabric bedding material in the areas indicated.

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3.10.1 Preparation

Trim and dress indicated areas to conform to cross sections, lines and grades shown within a tolerance of 0.1 foot.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fence Installation Drawings; G

SD-03 Product Data

Fabric

Posts

Post Caps

Chain Link Braces

Rails

Tension Wire

Barbed Wire

Barbed Wire Supporting Arms

Latches

Hinges

Stops

Keepers

Padlocks

Wire Ties

Dual Hasp Padlock Holder; G

SD-07 Certificates

Chain Link Fence

Fabric

Barbed Wire

Gate Hardware and Accessories

Concrete

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver materials to site in an undamaged condition. Store materials elevated off of the ground to protect against oxidation caused by ground

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contact.

PART 2 PRODUCTS

2.1 COMPONENTS

2.1.1 Chain Link Fence Fabric

2.1.1.1 General

Provide ASTM A491, aluminum-coated steel wire. Fabricate fence fabric of 9 gauge wire woven in 2 inch diamond mesh. Provide twisted and barbed fabric on the top selvage and knuckled on the bottom selvage.

2.1.2 Posts

2.1.2.1 Metal Posts for Chain Link Fence

Provide either Group IA steel pipe posts, Group IC, with PVC polymer overcoat, or Group II, roll-formed steel sections, and be coated conforming to the requirements of ASTM F1043. Provide posts with polyvinyl chloride coating, minimum thickness, 0.01 inch conforming to ASTM F1043; color of PVC coating to match that of fabric. Provide sizes as shown on the drawings. Use line posts and terminal (corner, gate, and pull) posts of the same designation throughout the fence. Provide gate post for the gate type specified subject to the limitation specified in ASTM F900 or ASTM F1184.

2.1.2.2 Accessories

a. Provide accessories conforming to ASTM F626. Coat ferrous accessories with polyvinyl chloride-coated, minimum thickness of 0.01 inch. Match color coating of fittings to color coating of the posts.

b. Provide truss rods (with turnbuckles or other means of adjustment)for each terminal post.

c. Provide barbed wire supporting arms of the 45 degree outward angle 3-strand arm type and of the design required for the post furnished.

Secure arms by top tension wire and bolting.

d. Furnish post caps in accordance with manufacturer's standard accessories with coating matching that of fence posts.

e. Provide 9 gauge tie wire for attaching fabric to rails, braces, and posts and match the material and coating of the fence fabric. Use tie wires for attaching fabric to tension wire on high security fences made from 16 gauge stainless steel. Provide double loop tie wires

6.5 inches in length. Provide miscellaneous hardware coatings which conform to ASTM A153/A153M unless modified.

2.1.3 Chain Link Braces and Rails

Use braces and bottom rails that are Group IA Regular Strength, steel pipe, size NPS 1-1/4 and be zinc coated and polyvinyl chloride-coated, minimum thickness, 0.01 inch conforming to the requirements of ASTM F1043.

Provide rails and braces with polyvinyl chloride coating, minimum thickness, 0.01 inch conforming to ASTM F1043; color of PVC coating to match that of fabric.

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2.1.4 Chain Link Gates

2.1.4.1 Gate Assembly

Provide gate assembly conforming to ASTM F900 and/or ASTM F1184 of the type and swing shown. Provide gate frames conforming to strength and coating requirements of ASTM F1083 for Group IA Regular Strength, steel pipe, nominal pipe size (NPS) 1-1/2. Provide gate frames made of polyvinyl chloride-coated steel pipe (Group IA) a nominal pipe size (NPS) 1-1/2, conforming to ASTM F1043. Use gate fabric that matches the specified chain link fabric.

2.1.4.2 Gate Leaves

For gate leaves, more than 8 feet wide, provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. For gate leaves less than 8 feet wide, provide truss rods or intermediate braces. Provide intermediate braces on all gate frames with an electro-mechanical lock.

Attach fabric to the gate frame by method standard with the manufacturer.

Welding is not an acceptable method for attaching fabric to gate frames.

2.1.4.3 Gate Hardware and Accessories

Submit manufacturer's catalog data. Furnish and install latches, hinges, stops, keepers, dual hasp padlock holder, and other hardware items as required for the operation of the gate. All items are required to match the material characteristics of the fence system being installed. Provide hinge with stainless steel pin. Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide dual hasp padlock holder capable of securing gates and allowing access when only one of the two padlocks is unlocked. Fix the dual hasp to the gate or provide a flexible, metal method of permanent attachment of the dual hasp to the gate. Padlock holder and method of permanent attachment to the gate must be weather resistant and the construction must be of materials capable of withstanding corrosive environments. Submit Dual Hasp Padlock Holder Product Data to the Contracting Officer for approval. Include data verifying that the padlock holder will fit the padlocks provided and the gate latch. Provide stops for holding the gates in the open position. For high security applications, extend each end member of gate frames sufficiently above the top member to carry three strands of barbed wire in horizontal alignment with barbed wire strands on the fence. Coating for steel latches, stops, hinges, keepers, and accessories, must be PVC, minimum thickness of 0.01 inch.

2.1.5 Padlocks

Provide padlocks conforming to ASTM F883, Type PO1, Option A, Grade 6.

Size 1-3/4 inch. Key all padlocks alike.

2.2 MATERIALS

2.2.1 Wire

2.2.1.1 Wire Ties

Submit samples as specified. Provide wire ties constructed of the same material and finish as the fencing fabric.

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2.2.1.2 Barbed Wire

Provide barbed wire conforming to ASTM A121 aluminum-coated, Type A, with

12.5 gauge wire with 14 gauge, round, 4-point barbs spaced no more than 5 inches apart.

2.2.1.3 Tension Wire

Provide metallic coated steel marcelled tension wire (No. 7-gauge), complying with ASTM A824. Provide aluminum-coated (aluminized) steel wire with coating that weighs not less than 0.4 ounces per square foot.

2.2.2 Concrete

Provide concrete in accordance with Section 03 30 00 CAST-IN-PLACE CONCRETE and having minimum compressive strength of 3000 psi at 28 days.

PART 3 EXECUTION

3.1 PREPARATION

Perform complete installation conforming to ASTM F567.

3.1.1 Line and Grade

Install fence to the lines and grades indicated. Clear the area on either side of the fence line to the extent indicated. Space line posts equidistant at intervals not exceeding 10 feet. Set terminal (corner, gate, and pull) posts whenever abrupt changes in vertical and horizontal alignment are encountered. Provide continuous fabric between terminal posts; however, ensure runs between terminal posts do not exceed 500 feet.

Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A780/A780M .

3.1.2 Excavation

Excavate holes to depths indicated. Clear all post holes of loose material and spread waste material where directed. Eliminate ground surface irregularities along the fence line to the extent necessary to maintain a 2 inch clearance between the bottom of the fabric and finish grade.

3.2 INSTALLATION

3.2.1 Installation Drawings

Submit complete Fence Installation Drawings for review and approval by the Contracting Officer prior to shipment. Submit drawing details that include, but are not limited to the following information: Fence Installation Drawings, Location of gate, corner, end, and pull posts, Gate Assembly, and Gate Hardware and Accessories. Install fence system per approved drawings.

3.2.2 Security Fencing

Install new security fencing, remove existing security fencing, and perform related work to provide continuous security for facility.

Schedule and fully coordinate work with Contracting Officer.

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3.2.3 Posts

3.2.3.1 Earth and Bedrock

a. Set posts plumb and in alignment. Except where solid rock is encountered, set posts in concrete to the depth indicated on the drawings. Where solid rock is encountered with no overburden, set posts to a minimum depth of 18 inches in rock. Where solid rock is covered with an overburden of soil or loose rock, set posts to the minimum depth indicated on the drawing unless a penetration of 18 inches in solid rock is achieved before reaching the indicated depth, in which case terminate depth of penetration. Grout all portions of posts set in rock.

b. Set portions of posts not set in rock in concrete from the rock to ground level. Set posts in holes not less than the diameter shown on the drawings. Make diameters of holes in solid rock at least 1 inch greater than the largest cross section of the post. Thoroughly consolidate concrete and grout around each post, free of voids and finished to form a dome. Allow concrete and grout to cure for 72 hours prior to attachment of any item to the posts.

c. Test fence post rigidity by applying a 50 pound force on the post, perpendicular to the fabric, at 5 feet above ground. Ensure post movement measured at the point where the force is applied is less than or equal to 3/4 inch from the relaxed position. Test every tenth post for rigidity. When a post fails this test, make further tests on the next four posts on either side of the failed post. Remove, replace, and retest all failed parts at the Contractor's expense.

3.2.4 Rails

Bolt bottom rail to double rail ends and securely fasten double rail ends to the posts. Peen bolts to prevent easy removal. Install bottom rail before chain link fabric. Provide 3/8 inch diameter eye hook anchored into concrete footing at midpoint.

3.2.5 Fabric

a. Set fabric height as shown on drawings.

b. Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15 inch intervals. Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten fabric to line posts at approximately 15 inch intervals and fastened to all rails and tension wires at approximately 24 inch intervals.

c. Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined.

Install the bottom of the fabric 2 plus or minus 1/2 inch above the ground.

d. After the fabric installation is complete, exercise the fabric by applying a 50 pound push-pull force at the center of the fabric between posts; use a 30 pound pull at the center of the panel to

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ensure fabric deflection of not more than 2.5 inches when pulling fabric from the post side of the fence. Every second fence panel is required to meet this requirement. Resecure and retest all failed panels at the Contractor's expense.

3.2.6 Supporting Arms

Install barbed wire supporting arms and barbed wire as indicated on the drawings and as recommended by the manufacturer. Anchor supporting arms to the posts in a manner to prevent easy removal with hand tools. Pull barbed wire taut and attach to the arms with clips or other means that will prevent easy removal.

3.2.7 Gate Installation

a. Install gates at the locations shown. Mount gates to swing as indicated. Install latches, stops, and keepers as required.

b. Attach padlocks to gates or gate posts with chains. Weld or otherwise secure hinge pins, and hardware assembly to prevent removal.

3.2.8 Grounding

a. Ground fencing as specified.

b. Ground fences crossed by overhead powerlines in excess of 600 volts and ground all electrical equipment attached to the fence.

c. Ground fences on each side of all gates, at each corner, at the closest approach to each building located within 50 feet of the fence, and where the fence alignment changes more than 15 degrees. Ensure grounding locations are located no more than 650 feet apart. Bond each gate panel with a flexible bond strap to its gate post. Ground fences crossed by powerlines of 600 volts or more at or near the point of crossing and at distances not exceeding 150 feet on each side of crossing.

d. Provide ground conductor consisting of No. 8 AWG solid copper wire.

Use grounding electrodes that measures 3/4 inch by 10 foot long and are a copper-clad steel rod. Drive electrodes into the earth so that the top of the electrode is at least 6 inches below the grade. Where driving is impracticable, bury electrodes a minimum of 12 inches deep and radially from the fence. Install the top of the electrode to be less than 2 feet or more than 8 feet from the fence. Clamp ground conductor to the fence and electrodes with bronze grounding clamps to create electrical continuity between fence posts, fence fabric, and ground rods. Measure total resistance of the fence to ground and ensure it is not greater than 25 ohms.

3.3 CLOSEOUT ACTIVITIES

3.3.1 Cleanup

Remove waste fencing materials and other debris from the work site each workday.

-- End of Section --

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SECTION 41 22 23.19

MONORAIL HOISTS

05/20

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.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

ASNT SNT-TC-1A (2020) Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.10 (2019) Hooks

ASME B30.16 (2022) Overhead Underhung and Stationary Hoists

ASME B30.17 (2020) Overhead and Gantry Cranes (Top Running Bridge, Single Girder, Underhung Hoists)

ASME HST-2 (2014) Performance Standard for Hand Chain Manually Operated Chain Hoists

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

AWS D14.1/D14.1M (2019) Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment

ASTM INTERNATIONAL (ASTM)

ASTM A275/A275M (2018) Standard Practice for Magnetic Particle Examination of Steel Forgings

ASTM E543 (2021) Standard Specification for Agencies Performing Non-Destructive Testing

ASTM E1417/E1417M (2016) Standard Practice for Liquid Penetrant Testing

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ASTM F3125/F3125M (2019) Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength

CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)

CMAA 74 (2020) Specifications for Single Girder Cranes

MATERIAL HANDLING INDUSTRY OF AMERICA (MHI)

MHI MH27.1 (2016) Specifications for Underhung Cranes and Monorail Systems

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023) National Electrical Code

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

RCSC A348 (2020) RCSC Specification for Structural Joints Using High-strength Bolts

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.306 Specific Purpose Equipment and Installations

U.S. NAVAL SEA SYSTEMS COMMAND (NAVSEA)

NAVSEA T9074-AS-GIB-010/271 (2014; Revision 1) Requirements for Nondestructive Testing Methods

1.2 DEFINITIONS

a. Monorail Track: The track system along which the crane operates horizontally, including track hangar rods, track connection devices, and runway structural supports.

b. Lifted Load: The load consisting of the rated load and the weight of lifting devices attached to the crane such as the load block, bucket, or other supplemental devices.

c. Pendant: A control for a hoist or a crane. The pendant hangs from the hoist by a cable at a height that is easy for the operator to reach.

d. Patented Track: A generic term referring to track built in accordance

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with MHI MH27.1 utilizing a composite track section incorporating a proprietary bottom flange shape.

e. Rated Load: The maximum working load suspended under the load hook.

f. Standard Commercial Cataloged Product: A product, which is currently being sold, or previously has been sold, in substantial quantities to the general public, industry or Government in the course of normal business operations. Models, samples, prototypes or experimental units do not meet this definition. The term "cataloged" as specified in this section is defined as "appearing on the manufacturer's published product data sheets. These data sheets must have been published or copyrighted prior to the issue date of this solicitation and have a document identification number or bulletin number.

g. Operating Environments:

g(1) Hazardous (Explosive) Environments: Cranes operating in hazardous environments as defined by the cognizant activity safety office must be equipped with electrical safety features that meet NFPA 70 Article 500. The activity safety office must identify the specific Class, Division, and Group, as well as the envelope that the hazard exists, to allow proper design and must list these in this section. Materials for mechanical components must be chosen to minimize the potential for sparking, typically bronze, stainless steel, or aluminum. Hazardous environments are split into two groups: minimum anti-spark protection and maximum anti-spark protection. This project requires maximumminimum anti-spark protection.

(a) Minimum Anti-Spark Protection is used when only the load block enters the explosive area.

(b) Maximum Anti-Spark Protection is used when the hazardous area envelops the entire crane.

h. Dead Loads: The weight of the trolley unit including the hoist or other components that are part of the trolley unit.

i. Original Equipment Manufacturer (OEM): the Company that produced the part or original equipment.

j. Packaged Hoist: A commercially designed and mass produced hoist characterized by the motor, gearing, brake(s), and drum contained in a single package often connected by the use of c, d, or p-face flanges.

1.3 SYSTEM DESCRIPTION

The system consists of the complete monorail hoist, trolley, track, and supporting structure above the foundation. The supporting structures of the monorail track and rail must conform to AISC 360 .

1.3.1 Crane Design Criteria

Cranes will operate in the given spaces and match the track dimensions and rails indicated. Hook coverage, hook vertical travel, clear hook height, lifting capacity, and load test weight must not be less than that indicated on design drawings and in this specification section. Hook clear height

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must be greater than 13'-0". Provide loaded hook coverage to the maximum extent possible. Provide a crane that maintains minimum clearances of 50 mm (2 inch) lateral and 76 mm (3 inch) overhead between the crane and obstructions and as required in ASME B30.17 and CMAA 74 or MHI MH27.1, as appropriate.

1.3.1.1 Classification

Provide a monorail system with manual hoist and plain type (hand operated) or hand chain operated trolley for operation in an outdoor environment, hazardous area service, with an ambient temperature range of 50 to 100 degrees Fahrenheit. This hoist must operate in an NFPA 70 Class 1, Division 1, Group D hazardous area. Hazardous protection is required for the full height of the craneten feet above ground level. See Electrical and Telecommunication drawings for further definition of hazardous areas at the Bulk Fuel Pad. Monorail, hoist, trolley, equipment, materials, installation, examination, inspection, and workmanship shall conform to the applicable requirements of NFPA 70 , ASME B30.17 , ASME B30.16 , ASME HST-2,and MHI MH27.1 , as modified and supplemented by this specification.

1.3.1.2 Rated Capacity and Speeds

Provide hoist with a rated capacity of 1.75 tons . The hook lift capacity shall be the manufacturer's standard within the limits specified. The hoist and trolley shall meet the minimum design requirements specified in

ASME HST-2.

1.4 VERIFICATION OF DIMENSIONS

The Contractor is responsible for the coordination and proper relation of their work to the foundation structure and to the work of all trades.

Verify all dimensions of the building that relate to fabrication of the monorail system and notify the Contracting Officer of any discrepancy before finalizing the crane order.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Monorail Crane System; G

SD-03 Product Data

Hoist Brakes; G

Load Block and Hook; G

Hoist; G

Trolley; G

End Stops; G

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AMENDMENT 0004 - 25 APRIL 2024

Monorail Track System; G

Painting System; G

Bumpers; G

SD-05 Design Data

Load and Sizing Calculations; G

SD-06 Test Reports

Hook Proof Test; G

Hook Non-Destructive Test (NDT); G

Post-Erection Inspection; G

Operational Tests; G

Hook Tram Measurement; G

Load Tests; G

Bolt Testing Reports; G

Non-Destructive Test For Welds; G

Crane Operational Test Plans; G

Crane Load Test Plans; G

Crane Rated Load Test Letter; G

SD-07 Certificates

Load Chain; G

Hazardous Material; G

Brake Adjustment Record; G

Compliance with all Listed Standards; G

Monorail System; G

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

1.6 QUALITY ASSURANCE

1.6.1 Manufacturer Qualification

Monorail System, including sub-system components manufactured by vendors, must be designed and manufactured by a company with a minimum of 10 years of specialized experience in designing and manufacturing the type of

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AMENDMENT 0004 - 25 APRIL 2024

overhead crane required to meet requirements of the Contract Documents.

1.6.2 Pre-Delivery Inspections

Contractor is responsible for performance of quality control inspections, testing, and documentation. Submit all crane test data recorded on appropriate test record forms suitable for retention for the life of the crane.

1.6.2.1 Inspection of Hook Assembly

Inspect hook by a magnetic-particle type inspection prior to delivery.

Furnish documentation of hook inspection to Contracting Officer prior to field operational testing. As part of the acceptance standard, linear indications greater than 1/16 inch are not allowed. Welding repairs of hook are not permitted. A hook showing linear indications, damage or deformation is not acceptable.

1.6.2.1.1 Hook Non-Destructive Test (NDT)

Magnetic-particle inspect the hook over the entire area in accordance with ASTM A275/A275M or NAVSEA T9074-AS-GIB-010/271 . Acceptance standard is no defects. A defect is defined as a linear indication that is greater than 1/16 inch long. For hooks of non-magnetic material, NDT must be liquid penetrant (PT) method in accordance with ASTM E1417/E1417M or NAVSEA T9074-AS-GIB-010/271. For PT testing of hooks containing stainless steels, titanium, or nickel based alloys, total halogens and Sulphur used in the NDT process must be controlled as specified in

NAVSEA T9074-AS-GIB-010/271.

Inspect each hook and shank over the entire surface area by magnetic particle inspection.

a. Procedure: Conduct magnetic particle inspection in accordance with ASTM A275/A275M with the following restrictions: Do not use DC yokes (including switchable AC/DC yokes used in the DC mode) or permanent magnet yokes. Do not use automatic powder blowers or any other form of forced air other than from a hand-held bulb for the application or removal of dry magnetic particles. Remove arc strikes. Equipment ammeters must have an accuracy of plus or minus 5 percent of full scale (equipment ammeter accuracy other than that stated is acceptable provided the MT procedure states that a magnetic field indicator is used to establish and verify adequate field strength for all aspects of the inspection.)

b. Acceptance Criteria: Defects found on the hook will result in rejection of defective items for use on furnished hoist. For this inspection, a defect is defined as a linear indication for which the largest dimension is greater than 1/16 inch.

c. Test Report: Submit a test report of the magnetic particle inspection of each hook provided the Contracting Officer for approval prior to final acceptance of hoist installation. Certify test reports by the testing organization. The performing organization must provide a written statement of certification to ASTM E543, current within one year of the date the NDT was performed. The NDT procedures including technique sheets specific to the types, shapes, and size of the parts being examined must adequately describe the orientation of the hooks within the magnetizing equipment. The performing organization must

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have the NDT procedures and its technique sheet used for testing of the hook reviewed and approved by an independent Level III examiner.

Submit the (Level III examiner) approved procedures, technique sheets, and certification to the Contracting Officer with the test report.

1.6.2.2 Hook Proof Test

Proof test the load hook per ASME B30.10 . Perform the proof test prior to Hook NDT.

1.6.3 Drawings

1.6.3.1 Monorail Crane System

a. Submit drawings showing the general arrangement of all components in plan, elevation, and end views. Show all major features of the crane including: hook envelope, and the general arrangement of the track beam system, details of all structural connections, clearances and principal dimensions. Include weights and centers of gravity of major components.

b. Submit shop drawings of all fabricated components. Drawings must be reviewed, signed, and sealed by a licensed professional engineer.

c. Provide integral schedule of crane components on each drawing. The schedule must provide a cross reference between manufacturer data and shop drawings. Components listed on the schedule of crane components must include total quantity, description, original manufacturer, and part number. Distributing agents will not be acceptable in lieu of the original manufacturer.

1.6.4 Design Data: Load and Sizing Calculations

Submit complete list of equipment and materials, including manufacturer's descriptive data and technical literature, performance charts and curves, catalog cuts, and installation instructions. Provide a list of all codes and standards, design assumptions, equations, specified efficiencies, limits, factors of safety, component ratings, and sources of values used.

Include free body diagrams or sketches of each load case. Include seismic and wind analysis of crane and supports. See Drawings for wind and seismic load criteria. Include foundation reactions for each load case. Seismic analysis and calculations shall be stamped and signed by a registered professional engineer (PE).

1.6.5 Certificates

All certifications shall be dated and shall bear the original signature (above the printed name) of the authorized representative of the Contractor or the manufacturer of the items or equipment being certified.

Each certification shall clearly identify the crane, the drives, components, and location (as applicable) to which it applies:

a. Submit a Load Chain Certification clearly indicating load chain breaking strength for each hoist, and clearly identified for traceability.