YTPM_09-0037_James_Street_Gate_Specifications.pdf
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Westover ARB James Street Gate 10153G
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 62 35 RECYCLED / RECOVERED MATERIALS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION AND DECONSTRUCTION
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 40 00 COLD-FORMED METAL FRAMING
05 50 14 STRUCTURAL METAL FABRICATIONS
05 72 00 DECORATIVE METAL SPECIALTIES
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 31 13 ASPHALT SHINGLES
07 60 00 FLASHING AND SHEET METAL
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 34 02 BULLET-RESISTANT COMPONENTS
08 71 00 DOOR HARDWARE
08 91 00 METAL WALLANDDOOR LOUVERS
DIVISION 09 - FINISHES
09 29 00 GYPSUM BOARD
09 65 00 RESILIENT FLOORING
PROJECT TABLE OF CONTENTS Page 1
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
DIVISION 12 - FURNISHINGS
12 36 00 COUNTERTOPS
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 23 00 REFRIGERANT PIPING
23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY
APPLICATIONS
26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH
26 41 00.00 20 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE
32 12 10 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
32 17 23.00 20 PAVEMENT MARKINGS
32 31 13 CHAIN LINK FENCES AND GATES
DIVISION 33 - UTILITIES
33 11 00 WATER DISTRIBUTION
33 40 00 STORM DRAINAGE UTILITIES
33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 26 PAGES
Westover ARB James Street Gate
01 11 00 SD-01 Preconstruction Submittals 1.10.1Utility Outage Requests 1.10.1Utility Connection Requests
01 30 00 SD-01 Preconstruction Submittals
1.4.1 GList of contact personnel
SD-04 Samples
1.2 GColor boards
01 33 00 SD-01 Preconstruction Submittals
1.8 GSubmittal Register
01 35 26 SD-01 Preconstruction Submittals 1.6Accident Prevention Plan (APP)
SD-06 Test Reports 1.10Reports 1.10.1Accident Reports
SD-07 Certificates 1.7Confined Space Entry Permit 1.7Hot work permit
01 57 20.00 10 SD-01 Preconstruction Submittals
1.7 GEnvironmental Protection Plan
01 74 19 SD-01 Preconstruction Submittals
1.6 G ROWaste Management Plan
SD-11 Closeout Submittals 1.7Records
01 78 00 SD-03 Product Data 1.3.2As-Built Record of Equipment and Materials
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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)
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01 78 00 1.7.1Warranty Management Plan 1.7.5Warranty Tags 1.9Final Cleaning 1.4Spare Parts Data
SD-08 Manufacturer’s Instructions 1.5Preventative Maintenance 1.5Condition Monitoring (Predictive
Testing) 1.5Inspection 1.7.1Instructions
SD-10 Operation and Maintenance Data
1.8Operation and Maintenance Manuals
SD-11 Closeout Submittals 1.3.1Record Drawings
02 41 00 SD-01 Preconstruction Submittals
1.7 GExisting Conditions
SD-07 Certificates
1.2.1 GDemolition Plan
03 30 00 SD-03 Product Data 2.4.7Materials for curing concrete 2.4.10Joint sealants 2.4.9Joint filler 2.4.1Cement 2.4.1.4Portland Cement
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 26 PAGES
03 30 00 2.3.2Ready-Mix Concrete 2.4.6Vapor retarder and Vapor barrier 2.6Bonding Materials 2.7Floor Finish Materials 2.5Reinforcement
SD-05 Design Data 2.3.1mix design
SD-06 Test Reports 1.6.1.1Concrete mix design 1.6.1.2Fly ash 1.6.1.2Pozzolan 1.6.1.3Ground granulated blast-furnace slag 3.10.2.3Compressive strength tests 3.10.2.4Air Content 2.8.4Slump 2.8.1Air Entrainment
SD-08 Manufacturer’s Instructions 1.6.1.2Fly ash 1.6.1.3Ground granulated blast-furnace slag 1.9Welding Procedures 1.9Welding Procedures 2.5.6Steel Bar 1.9Welder Qualifications
04 20 00 SD-02 Shop Drawings
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04 20 00 1.4.4 GDetail Drawings SD-05 Design Data
1.2.1.1 GUnit Strength Method
SD-06 Test Reports
3.23.3 GEfflorescence Test
3.23.1 GField Testing of Mortar
3.23.2 GField Testing of Grout
SD-07 Certificates 2.2Clay or Shale Brick 2.7Anchors, Ties, and Bar
Positioners 2.11Expansion-Joint Materials 2.8Joint Reinforcement 2.5.3Masonry Cement 2.5.1Admixtures for Masonry Mortar 2.6.1Admixtures for Grout 1.4.2Contamination
SD-08 Manufacturer’s Instructions 2.5.3Masonry Cement
05 12 00 SD-02 Shop Drawings 1.4.1Fabrication drawings
SD-03 Product Data 2.4Shop primer 2.3.1Welding electrodes and rods 2.3.2Non-Shrink Grout
SD-06 Test Reports
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05 12 00 2.4Class B coating 2.2Bolts, nuts, and washers
SD-07 Certificates 2.1Steel 2.2Bolts, nuts, and washers 2.5Galvanizing 1.4.2.1Welding procedures and qualifications 05 40 00 SD-02 Shop Drawings
1.6.1Framing Components SD-03 Product Data
2.1studs, joists SD-07 Certificates
1.4Load-bearing cold-formed metal framing
3.1.1Welds 05 50 14 SD-02 Shop Drawings
1.3.2Detail Drawings SD-03 Product Data
2.2.2.1Welding of Structural Steel 2.3.4Structural Steel Welding Repairs 2.1.2Materials Orders 2.1.3Materials List 2.1.4Shipping Bill
SD-06 Test Reports
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05 50 14 2.3Tests, Inspections, and Verifications
SD-07 Certificates 1.3.1Qualification of Welders and
Welding Operators 2.2.2.3Application Qualification for Steel
Studs 06 20 00 SD-02 Shop Drawings
1.3Detail Drawings SD-07 Certificates
1.4Certificates of grade 1.4Certificates of compliance
06 61 16 SD-02 Shop Drawings
3.1 GInstallation
SD-03 Product Data 2.1Solid polymer material 1.4.1Qualifications 2.3Fabrications
SD-04 Samples
2.1 GMaterial
SD-06 Test Reports 2.1Solid polymer material
SD-07 Certificates 2.3Fabrications 1.4.1Qualifications
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06 61 16 SD-10 Operation and Maintenance Data
3.2Clean-up 07 21 16 SD-03 Product Data
2.1Blanket insulation SD-08 Manufacturer’s Instructions
3.3.1Insulation 07 31 13 SD-03 Product Data
2.1.1Shingles SD-04 Samples
2.1.1 GShingles
SD-08 Manufacturer’s Instructions
3.3Application 07 60 00 SD-02 Shop Drawings
3.1.4 GGutters
3.1.5 GDownspouts
2.1.1 GSoffit Panels
07 92 00 SD-03 Product Data 2.1Sealants 2.2Primers 2.3Bond breakers 2.4Backstops
SD-07 Certificates 3.3.6Sealant
08 11 13 SD-02 Shop Drawings
2.1 GDoors
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08 11 13 2.1 GDoors
2.4 GFrames
2.4 GFrames
SD-03 Product Data
2.1 GDoors
2.4 GFrames
08 34 02 SD-02 Shop Drawings
3.3 GInstallation
SD-03 Product Data 1.4Bullet-resistant Components
SD-07 Certificates 1.4Bullet resistant Components
SD-10 Operation and Maintenance Data
1.4 GBullet Resistant Components
08 71 00 SD-02 Shop Drawings
1.2Hardware schedule SD-10 Operation and Maintenance Data
1.2Hardware Schedule 08 91 00 SD-02 Shop Drawings
1.4Wall louvers 1.5Wall louvers 2.2Wall louvers
09 29 00 SD-03 Product Data 2.1.3Cementitious backer units
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09 29 00 2.1.2Impact Resistant Gypsum Board 2.2Fiberglass Reinforced Panels 2.1.6Accessories
SD-07 Certificates
2.1 GAsbestos Free Materials
09 65 00 SD-02 Shop Drawings
2.7 GResilient Flooring and
Accessories SD-03 Product Data
2.7 GResilient Flooring and
Accessories
2.3Adhesives SD-04 Samples
2.7 GResilient Flooring and
Accessories
SD-06 Test Reports
3.3 GMoisture, Alkalinity and Bond
Tests SD-08 Manufacturer’s Instructions
3.2 GSurface Preparation
3.1 GInstallation
SD-10 Operation and Maintenance Data
2.7 GResilient Flooring and
Accessories
09 90 00 SD-07 Certificates
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09 90 00 1.3Applicator's qualifications SD-08 Manufacturer’s Instructions
3.8.2Mixing 1.6.2Manufacturer's Material Safety
Data Sheets 10 28 13 SD-03 Product Data
2.1.2 GFinishes
2.2 GAccessory Items
SD-04 Samples
2.1.2 GFinishes
2.2 GAccessory Items
SD-07 Certificates 2.2Accessory Items
10 44 16 SD-01 Preconstruction Submittals 2.1Manufacturer's Data
SD-02 Shop Drawings 2.1Fire Extinguishers 2.4Accessories 2.5Wall Brackets
SD-03 Product Data 2.1Fire Extinguishers 2.4Accessories 2.5Wall Brackets 3.2.1Replacement Parts
SD-07 Certificates 2.1Fire Extinguishers
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10 44 16 2.1Manufacturer's Warranty with Inspection Tag
12 36 00 SD-02 Shop Drawings 2.3Fabrication 3.1Installation Drawings
SD-03 Product Data 2.3Synthetic resin 2.2Fasteners 2.5Accessories and Hardware
SD-04 Samples 2.3Countertop 2.3Backsplash, 2.5Accessories and Hardware 2.1Manufacturer's Standard Color
Charts SD-07 Certificates
2.2Fasteners 2.5Accessories and Hardware
SD-08 Manufacturer’s Instructions 2.1Manufacturer's Instructions
22 00 00 SD-02 Shop Drawings 3.8.1Plumbing System
SD-03 Product Data 2.4Fixtures 2.4.2Flush tank water closets 2.4.3Wall hung lavatories
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22 00 00 2.8Water heaters 3.8.1.1Backflow prevention assemblies 1.5.1Welding 3.4Vibration-Absorbing Features 3.8.1Plumbing System
SD-06 Test Reports 3.8Tests, Flushing and Disinfection 3.8.1.1Test of Backflow Prevention
Assemblies SD-07 Certificates
1.3Materials and Equipment 2.1.1Bolts
SD-10 Operation and Maintenance Data
3.8.1Plumbing System 23 00 00 SD-02 Shop Drawings
1.4.5Detail Drawings SD-03 Product Data
2.9.1.1Ceiling Exhaust Fans 1.4.6Test Procedures 1.2.1.2Diagrams
SD-06 Test Reports 3.9Performance Tests
SD-08 Manufacturer’s Instructions 3.2Manufacturer's Installation
Instructions
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23 00 00 3.11.2Operation and Maintenance Training
SD-10 Operation and Maintenance Data
3.11.1Operation and Maintenance Manuals
2.9.1.1Ceiling Exhaust Fans 23 05 93 SD-01 Preconstruction Submittals
1.2TAB team field leader 1.2TAB team engineer 1.2TAB team assistants 1.5.1Independent TAB Agency and
Personnel Qualifications SD-06 Test Reports
3.5.1TAB Work Execution Schedule 3.5.1TAB Procedures Summary 3.5.1Design Review Report 3.5.1TAB Report for Season 1
SD-07 Certificates 3.5.1Completed season 1 Pre-TAB
Work Checklist 23 07 00 SD-02 Shop Drawings
3.2.2.4MICA Plates 2.3Pipe Insulation Systems 3.2Pipe Insulation Systems
SD-03 Product Data
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23 07 00 2.3Pipe Insulation Systems 3.2Pipe Insulation Systems
SD-04 Samples 2.2.1.3Thermal Insulation
SD-08 Manufacturer’s Instructions 2.3Pipe Insulation Systems 3.2Pipe Insulation Systems
23 23 00 SD-02 Shop Drawings 2.3Refrigerant Piping System
SD-03 Product Data 2.3Refrigerant Piping System 1.3.1Qualifications 3.4Refrigerant Piping Tests 3.1Verification of Dimensions
SD-06 Test Reports 3.4Refrigerant Piping Tests
SD-07 Certificates 2.1Service Organization
SD-10 Operation and Maintenance Data
1.5Maintenance 3.2.4.3Operation and Maintenance
Manuals 23 82 02.00 10 SD-02 Shop Drawings
1.4Drawings SD-03 Product Data
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 26 PAGES
23 82 02.00 10 2.1Materials and Equipment 1.6Spare Parts 3.4Posted Instructions 3.1Verification of Dimensions 2.7.1.1Coil Corrosion Protection 3.6System Performance Tests 3.4Demonstrations
SD-06 Test Reports 3.5Refrigerant Tests, Charging, and
Start-Up 3.6System Performance Tests
SD-07 Certificates 2.1Materials and Equipment 2.1.1Service Organization
SD-10 Operation and Maintenance Data
3.4Operation and Maintenance Manuals
26 20 00 SD-02 Shop Drawings
2.12 GPanelboards
SD-03 Product Data
2.11 GReceptacles
2.12.3 GCircuit breakers
2.9 GSwitches
2.18 GSurge protective devices
SD-06 Test Reports
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26 20 00 3.4.2 G600-volt wiring test
3.4.4 GGrounding system test
3.4.3 GGround-fault receptacle test
SD-07 Certificates
2.10 GFuses
26 32 14.00 10 SD-02 Shop Drawings
1.4.4 GDetailed Drawings
3.10 GAcceptance
SD-03 Product Data 2.4Manufacturer's Catalog 1.4.2Experience 1.4.3Field Engineer 3.2General Installation 3.1Site Visit
SD-05 Design Data
2.8 GSound Limitations
2.14Generator 2.5.4Integral Main Fuel Storage Tank 3.6.2.2Power Factor 2.7.2Heat Exchanger 2.18.5Time-Delay on Alarms 2.7Cooling System 1.2.5Vibration Isolation
SD-06 Test Reports 3.6.6Performance Tests
3.6 GOnsite Inspection and Tests
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26 32 14.00 10 SD-07 Certificates 1.2.5Vibration Isolation 3.4Prototype Tests 1.2.6Reliability and Durability 2.11Emissions 2.8Sound limitations 2.14.1Current Balance 2.3Materials and Equipment 2.27Factory Inspection and Tests 3.6.4Inspections 2.7Cooling System
SD-10 Operation and Maintenance Data
1.6.1Operation Manual 1.6.2Maintenance Manual 1.6.3Extra Materials
26 36 00.00 10 SD-02 Shop Drawings 1.3.1Detail Drawings 2.1Equipment 3.1Installation
SD-03 Product Data 2.1Material 2.1Equipment
SD-06 Test Reports
2.5 GTesting
SD-07 Certificates
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26 36 00.00 10 2.1Equipment 2.1Material 1.3.2Switching Equipment
SD-10 Operation and Maintenance Data
1.3.2Switching Equipment 3.2Instructions
26 41 00.00 20 SD-02 Shop Drawings
1.4.1 GOverall lightning protection
system
1.4.1 GEach major component
SD-06 Test Reports
3.4.1 GGrounding system test
3.4.2 GLightning protection system
inspection SD-07 Certificates
1.4.2 GUL listing or label
26 51 00 SD-03 Product Data
2.1Fluorescent lighting fixtures 1.5.1Fluorescent Electronic Ballasts 2.1.2Fluorescent Lamps
2.5EMERGENCY LIGHTING
EQUIPMENT
26 56 00 SD-02 Shop Drawings
1.4.1.1 GLuminaire drawings
1.4.1.2 GPoles
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26 56 00 SD-03 Product Data
2.2 GLuminaires
2.3 GLighting contactor
2.4 GTime switch
2.5 GPhotocell switch
2.6.1 GAluminum poles
2.7Brackets 1.6.2Energy Efficiency
SD-05 Design Data
1.4.2 GDesign Data for luminaires
31 00 00 SD-01 Preconstruction Submittals 3.4Shoring 1.7Dewatering Work Plan
SD-06 Test Reports 3.16Testing
SD-07 Certificates 3.16Testing 3.16Testing 3.16Testing
31 31 16 SD-03 Product Data 2.1Termiticides 3.1Verification of Measurement 3.4.1Application Equipment 1.5Warranty
SD-04 Samples 2.1Termiticides
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 26 PAGES
31 31 16 SD-06 Test Reports 3.4.1Equipment Calibration and Tank
Measurement 1.4.1Soil Moisture 1.2Quality Assurance 1.2.1Qualifications
32 11 23 SD-03 Product Data 1.6Plant, Equipment, and Tools 1.7Waybills and Delivery Tickets
SD-06 Test Reports 1.4Sampling and Testing 1.4.2.4Field Density Tests
32 12 10 SD-06 Test Reports 3.7Sampling and Testing
32 12 16 SD-03 Product Data 2.3Mix Design 3.10Contractor Quality Control 3.11Material Acceptance and Percent
Payment SD-04 Samples
2.2Asphalt Cement Binder 2.1Aggregates
SD-06 Test Reports 2.1Aggregates 3.10.3.10QC Monitoring
SD-07 Certificates
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32 12 16 2.2Asphalt Cement Binder 3.6Testing Laboratory
32 16 13 SD-03 Product Data 2.1Concrete
SD-06 Test Reports 3.8Field Quality Control
32 17 23.00 20 SD-03 Product Data 2.1.2Reflective media for roads and streets 2.1.1Paints for roads and streets 2.1.3Thermoplastic compound 3.2.2.3Thermoplastic compound 1.5Equipment 1.8Qualifications
SD-06 Test Reports 2.1.2Reflective media for roads and streets 2.1.1Paints for roads and streets 2.1.3Thermoplastic compound 3.2.2.3Thermoplastic compound
SD-07 Certificates 2.1.2Reflective media for roads and streets 2.1.1Paints for roads and streets 3.5.2Volatile Organic Compound 2.1.3Thermoplastic compound
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32 17 23.00 20 3.2.2.3Thermoplastic compound 1.5Construction equipment list
SD-08 Manufacturer’s Instructions 2.1.1Paints for roads and streets 2.1.3Thermoplastic compound 3.2.2.3Thermoplastic compound
32 31 13 SD-02 Shop Drawings 1.3Erection/Installation Drawings 1.3Fence Assembly 3.14.1location of corner, end, 3.14.1pull posts 1.3Accessories 1.3Accessories
SD-03 Product Data 1.3Fence Assembly
SD-04 Samples 2.3Fabric 2.4Fabric 3.7Fabric 2.5Posts 2.5Braces 2.6Line Posts 2.8Sleeves 2.10Bottom Rail 2.12Tension Wire 3.14.2Tension Wire
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32 31 13 2.13Stretcher Bars 1.3Accessories 1.3Accessories 2.17Wire Ties
SD-07 Certificates 1.5.1Zinc Coating 2.2Zinc Coating 2.12Zinc Coating 2.3Fabric 2.4Fabric 3.7Fabric 2.13Stretcher Bars 1.3Accessories 1.3Accessories 2.18Concrete 3.4Concrete
SD-08 Manufacturer’s Instructions 1.3Fence Assembly 1.3Hardware Assembly 1.3Accessories 1.3Accessories
33 11 00 SD-03 Product Data 2.1.1Piping Materials 2.1Water distribution main 2.2Water service line 2.1.2.4Hydrants
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33 11 00 2.1.2.5Indicator posts 2.2.2.1Corporation stops 2.1.2.6Valve boxes 2.2.2.9Valve boxes
SD-06 Test Reports 2.2.2.12Disinfection
SD-07 Certificates 2.1Water distribution main 2.2Water service line 2.1.1.1Lining 2.1.1.2Lining 2.1.2.4hydrants 2.2.2.11Displacement Type Meters
SD-08 Manufacturer’s Instructions 1.4Delivery, storage, and handling 3.1.1Installation
33 40 00 SD-03 Product Data 3.3Placing Pipe
SD-04 Samples 2.1Pipe for Culverts and Storm
Drains SD-07 Certificates
2.1.3Resin Certification 3.8Pipeline Testing 2.7Hydrostatic Test on Watertight
Joints
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33 40 00 3.7.5Determination of Density 2.3.6Frame and Cover for Gratings
33 82 00 SD-02 Shop Drawings
1.5.1.1 GTelecommunications Outside
Plant
1.5.1.2 GTelecommunications Entrance
Facility Drawings SD-03 Product Data
2.7 GWire and cable
2.2.1 GBuilding protector assemblies
SD-06 Test Reports
3.4.1 GPre-installation tests
3.4.2 GAcceptance tests
1.5.3 GOutside Plant Test Plan
SD-07 Certificates
1.5.2.1 GTelecommunications Contractor
1.5.2.2 GKey Personnel
1.5.2.3 GManufacturer's Qualifications
SD-08 Manufacturer’s Instructions
2.2.1 GBuilding protector assembly
installation
3.1.5.1 GCable tensions
3.1.6.2 GFiber Optic Splices
SD-09 Manufacturer’s Field Reports
2.12.1 GFactory Reel Test Data
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33 82 00 SD-10 Operation and Maintenance Data
1.5.1.1 GTelecommunications outside
plant (OSP)
SD-11 Closeout Submittals
1.7.1 GRecord Documentation
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SECTION 01 11 00
SUMMARY OF WORK
08/11
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.
ASTM INTERNATIONAL (ASTM)
ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings
1.2 DEFINITIONS
Definitions pertaining to sustainable development are as defined in ASTM E2114, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.
a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.
b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.
c. "Operational performance" is the functional behavior of the building as a whole or of the building components.
d. "Sustainability" is the balance of environmental, economic, and societal considerations.
1.3 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.
Submit the following items to the Contracting Officer:
SECTION 01 11 00 Page 1
Utility Outage Requests Utility Connection Requests
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
The work includes the demolition of the existing gatehouse at the James Street Entrance and construction of a new gatehouse of similar size and new entry canopy. The new gatehouse structure will have a similar footprint as the existing structure being replaced. The new gatehouse will be configured so that it meets all applicable Air Force security and force protection standards and requirements to protect assigned personnel and resources. The entry complex requires a gate properly sited within a controlled area of the base with a support facility capable of withstanding attack or ballistic impact by vehicle or small arms fire. Access roads must be capable of controlling peak traffic flows while safely rejecting non-authorized vehicles. An area for searching vehicles is required with adequate area lighting and suitable protection from the elements.
1.4.2 Location
The work shall be located on James Street on the Westover Air Reserve Base, Chicopee, Massachusetts. The exact location will be shown by the Contracting Officer.
1.5 CONTRACT DRAWINGS
The following drawings accompany this specification and are a part thereof.
General, Civil, Architectural, Structural, Mechanical, Plumbing,and Electrical Drawings.
Two sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished.
Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.
1.6 WORK RESCHEDULING
Contractor shall allow for a maximum of 7 calendar days where construction activity is prohibitive. Further allowance for 5 calendar days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted. Government will provide 24 hour notification each time the restrictions are invoked.
Normal duty hours for work shall be from 7:30 a.m. to 4:15 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.
SECTION 01 11 00 Page 2
1.7 PROJECT ENVIRONMENTAL GOALS
Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:
a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.
b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.
c. Use environmentally preferable products and decrease toxicity level of materials used.
d. Use renewable energy and material resources.
e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.
Consider the durability, maintainability, and flexibility of building systems.
f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.
g. Reduce construction waste through reuse, recycling, and supplier take-back.
1.8 OCCUPANCY OF PREMISES
Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
1.9 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.
1.10 ON-SITE PERMITS
1.10.1 Utility Outage Requests and Utility Connection Requests
Submit Air Force Land Disturbance Form 103 to the Contracting Officer at least 30 days prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.
SECTION 01 11 00 Page 3
The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
Work shall be scheduled to hold outages to a minimum.
Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.
Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.
1.10.2 Borrow, Excavation, Welding, and Burning Permits
Permits shall be posted at a conspicuous location in the construction area.
Burning of trash or rubbish is not permitted.
1.11 LOCATION OF UNDERGROUND FACILITIES
Obtain digging permits prior to start of excavation by contacting the Contracting Officer 30 calendar days in advance. Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.
Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.11.1 Notification Prior to Excavation
Notify the Contracting Officer at least 30 days prior to starting excavation work.
1.12 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT
Pursuant to Contract Clause "FAR 52.245-2, Government Property (Fixed Price Contracts)", the Government will furnish no materials or equipment for installation by the Contractor.
1.13 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.
The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.
SECTION 01 11 00 Page 4
Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 5
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
02/10
PART 1 GENERAL
1.1 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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of contact personnel; G
SD-04 Samples
Color boards; G
1.2 COLOR BOARDS FOR AIR FORCE PROJECTS
Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.
1.3 MINIMUM INSURANCE REQUIREMENTS
Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:
a. Comprehensive general liability: $500,000 per occurrence
b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage
c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.
d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,
e. Others as required by Massachusetts law.
SECTION 01 30 00 Page 1
1.4 CONTRACTOR PERSONNEL REQUIREMENTS
1.4.1 Subcontractors and Personnel
Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
1.4.2 Identification Badges
Identification badges, if required, will be furnished without charge.
Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.
1.4.3 Subcontractor Special Requirements
1.4.3.1 Asbestos Containing Material
All contract requirements of Asbestos Containing Materials" assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.
1.4.4 Contractor Personnel Requirements
Failure to obtain entry approval will not affect the contract price or time of completion.
1.4.5 Personnel List
Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:
a. Name
b. Date and place of birth
c. Citizenship
d. Home address
e. Social security number
f. Naturalization number
The request for personnel passes shall be accompanied with the following certification:
"I hereby certify that all personnel on this list are either born U.S.
citizens, naturalized U.S. citizens with the naturalization number shown , or legal aliens with the alien registration number indicated."
Signature/Firm Name
1.4.6 Citizenship Requirements
Will not be admitted to the work site without approval. Aliens are not
SECTION 01 30 00 Page 2 allowed on the project site.
1.4.7 Documents Acceptable for Proof of Citizenship
a. Birth registration card
b. Certificate of live birth, birth certificate
c. Certificate of Naturalization
d. Certificate of registration
e. DD-214 (Must Cite Birthplace)
f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)
g. DD 1966 (Application for Enlistment)
h. Military discharge papers (must cite birthplace)
i. Delayed birth certificate
j. Hawaii certificate of foreign birth
k. Hospital birth certificate
l. Marriage license certificate
m. Merchant marine certificate
n. Military officer ID card
o. Notification of birth registration
p. State of Hawaii ID card
q. USA passport
r. Verbal inquiry with State of Hawaii Vital Statistics Office
1.4.8 Passes
Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.
1.4.9 Control
Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.
SECTION 01 30 00 Page 3
1.5 SUPERVISION
Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.
1.6 PRECONSTRUCTION CONFERENCE
After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expections of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.
1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS
The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.
It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 30 00 Page 4
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 Submittal Descriptions (SD)
Submittals requirements are specified in the technical sections.
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
SD-01 Preconstruction Submittals
Submittals which are required prior to or commencing work on site.
Certificates of insurance
Surety bonds
List of proposed Subcontractors
List of proposed products
Construction Progress Schedule
Network Analysis Schedule (NAS)
Submittal register
Schedule of prices
Health and safety plan
Work plan
Quality Control(QC) plan
Environmental protection plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, SECTION 01 33 00 Page 1 instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
SD-04 Samples
Fabricated or…
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