Attachment 20 LOCRF RTA Specifications.pdf
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- Attached to
- F-22 Low Observable Component Repair Facility (LOCRF) Federal contract opportunity
- Solicitation number
- W9123621R2023
About this file
This solicitation is for the construction of a Low Observable Component Repair Facility to support additional F-22A aircraft being relocated to Langley Air Force Base in Virginia. The facility will include three corrosion control hangar bays, one wash rack hangar bay, administrative and support spaces totaling 6,735 square meters. Construction will include site work, utilities, security features, and building systems to provide a secure and climate-controlled space for specialized F-22A maintenance and repair procedures. The facility design must meet seismic and wind code standards and incorporate sustainable practices. The construction contract duration is expected to be 730 calendar days. The soliciting agency is the Department of the Army Corps of Engineers Norfolk District.
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Text version
Design Specifications Ready to Advertise
December 22, 2021
Solicitation Number:
W91236-21-R-2023 F22 Formal Training Unit (FTU) Joint
Base Langley-Eustis (JBLE)
Low Observable Composite
Repair Facility (LOCRF)
LOW OBSERVABLE COMPOSITE REPAIR FACILITY
Langley Air Force Base
PROJECT TABLE OF CONTENTS Page 1
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 15 02/11 LIST OF DRAWINGS
Appendix to 00 01 15-Drawings Index
DIVISION 01 - GENERAL REQUIREMENTS
08/15
SUMMARY OF WORK
Appendix to 01 11 00-Government Furnished Equipment List
01 14 00 11/11 WORK RESTRICTIONS
01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 02/15 PROJECT SCHEDULE
01 33 00 08/18 SUBMITTAL PROCEDURES
01 33 29 02/17 SUSTAINABILITY REPORTING
Appendix 1 to 01 33 29-AF
Sustainability Scoresheet Appendix 2 to 01 33 29- Third-Party
Design Assessment Report
01 35 13 11/11 SPECIAL PROJECT PROCEDURES
01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 43 39 12/20 MOCKUP PANEL
01 45 00.00 10 11/16 QUALITY CONTROL
00.15
10 11/16
02/20
RESIDENT MANAGEMENT SYSTEM CONTRACTOR
MODE (RMS CM)
SPECIAL INSPECTIONS
Appendix 1 to 01 45 35-Schedule of Special Inspections Appendix 2 to 01 45 35-Statement of Special Inspections
13.00
05/18
07/06
TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
EROSION AND SEDIMENT CONTROL
01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS
Appendix 1 to 01 57 19-JBLE-Langley
Environmental Special Conditions Appendix 2 to 01 57 19-Virginia DEQ
Permits and Approvals Appendix 3 to 01 57 19-IRP Chemical
Data Langley AFB
01 58 00 08/19 PROJECT IDENTIFICATION
02/19
05/19
CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL
CLOSEOUT SUBMITTALS
01 78 23 08/15 OPERATION AND MAINTENANCE DATA
01 78 24.00 10 05/18 FACILITY DATA REQUIREMENTS
01 91 00.15 10 05/19 TOTAL BUILDING COMMISSIONING
Appendix to 01 91 00.15 10-
Construction Phase Commissioning Plan
DIVISION 02 - EXISTING CONDITIONS
02 41 00 05/10 DEMOLITION
02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF
HAZARDOUS MATERIALS
Appendix to 02 81 00-HAZMAT
Report
02 83 00 11/18 LEAD REMEDIATION
PROJECT TABLE OF CONTENTS Page 2
02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND
LAMPS CONTAINING PCBs AND MERCURY
DIVISION 03 - CONCRETE
03 30 00 02/19 CAST-IN-PLACE CONCRETE
03 45 00 05/16 PRECAST ARCHITECTURAL CONCRETE
03 45 33 05/16 PRECAST STRUCTURAL CONCRETE
DIVISION 04 - MASONRY
04 20 00 11/15 UNIT MASONRY
DIVISION 05 - METALS
05 05 20.00
05 12 00
02/21
08/18
POST-INSTALLED CONCRETE AND MASONRY
ANCHORS
STRUCTURAL STEEL
05 21 00 05/15 STEEL JOIST FRAMING
05 30 00 05/15 STEEL DECKS
05 40 00 05/15 COLD-FORMED METAL FRAMING
05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS
05 51 33 02/16 METAL LADDERS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 08/16 ROUGH CARPENTRY
06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL
CABINETS
06 61 16 08/10 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM
FOR AIR TIGHTNESS
07 17 00 02/16 BENTONITE WATERPROOFING
07 21 13 02/16 BOARD AND BLOCK INSULATION
07 21 16 11/11 MINERAL FIBER BLANKET INSULATION
07 22 00 02/16 ROOF AND DECK INSULATION
07 27 10.00 10 08/19 BUILDING AIR BARRIER SYSTEM
07 27 19.01 05/17 SELF-ADHERING AIR BARRIERS
07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 42 63 05/11 FABRICATED WALL PANEL ASSEMBLIES
07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE ROOFING
07 60 00 05/17 FLASHING AND SHEET METAL
07 61 14.00 20 08/16, CHG 1: 08/18 STEEL STANDING SEAM ROOFING
07 71 00 ROOF SPECIALTIES
07 72 00 4/12 ROOF ACCESSORIES
07 84 00 05/10 FIRESTOPPING
07 92 00 08/16 JOINT SEALANTS
07 95 00 3/15 EXPANSION CONTROL
DIVISION 08 - OPENINGS
08 11 13 02/10 STEEL DOORS AND FRAMES
08 31 00 05/17 ACCESS DOORS AND PANELS
08 33 23 11/19 OVERHEAD COILING DOORS
08 34 16 05/17 CORROSION CONTROL HANGAR DOORS
08 34 73 11/19 SOUND CONTROL DOOR ASSEMBLIES
PROJECT TABLE OF CONTENTS Page 3
08 41 13 08/18 ALUMINUM-FRAMED ENTRANCES AND
STOREFRONTS
08 51 13 05/19 ALUMINUM WINDOWS
08 71 00 02/16 DOOR HARDWARE
Appendix to 08 71 00-Hardware
Set
08 81 00 05/19 GLAZING
08 91 00 05/11 METAL WALL AND DOOR LOUVERS
DIVISION 09 - FINISHES
09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 08/16 GYPSUM BOARD
09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 08/17 ACOUSTICAL CEILINGS
09 65 00 08/10 RESILIENT FLOORING
09 67 23.16 08/10 FUEL RESISTIVE RESINOUS FLOORING,
5-COAT SYSTEM
09 90 00 05/11 PAINTS AND COATINGS
09 97 13.27 10/16 EXTERIOR COATING OF STEEL STRUCTURES
DIVISION 10 - SPECIALTIES
10 11 00 08/17 VISUAL DISPLAY UNITS
10 14 00.10 08/17 EXTERIOR SIGNAGE
10 14 00.20 08/17 INTERIOR SIGNAGE
10 21 13 08/17 TOILET COMPARTMENTS
10 22 13 08/16 WIRE MESH PARTITIONS
10 26 00 08/17 WALL AND DOOR PROTECTION
10 28 13 08/17 TOILET ACCESSORIES
10 44 16 11/19 FIRE EXTINGUISHERS
10 51 13 05/11 METAL LOCKERS
10 56 26.13 3/15 MOBILE STORAGE SHELVING UNITS
(MECHANICALLY-ASSISTED)
DIVISION 11 - EQUIPMENT
11 51 00 08/20 INSULATED PAINT BOOTH
11 52 00 08/20 SMALL PARTS PAINT BOOTH
DIVISION 12 - FURNISHINGS
12 24 13 08/17 ROLLER WINDOW SHADES
12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES
12 50 00.13 10 08/17 FURNITURE AND FURNITURE INSTALLATION
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 19 11/11 METAL BUILDING SYSTEMS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE
PROTECTION
21 13 25 02/19 HIGH-EXPANSION FOAM SYSTEM, FIRE
PROTECTION
Appendix to 21 13 25-Hangar
Acceptance Test Procedures AFCEC
21 30 00 04/08 FIRE PUMPS
PROJECT TABLE OF CONTENTS Page 4
DIVISION 22 - PLUMBING
22 00 00 11/15 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 04/06 MECHANICAL SOUND, VIBRATION, AND
SEISMIC CONTROL
22 15 14.00 40 11/14 GENERAL SERVICE COMPRESSED-AIR
SYSTEMS, LOW PRESSURE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 05 15 02/14 COMMON PIPING FOR HVAC
23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR
HVAC PIPING AND EQUIPMENT
23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR
HVAC
Appendix to 23 05 93-LO Bay TAB Test
Grid
23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL
SYSTEMS
23 09 00 11/15 HVAC CONTROLS CONFIGURATION AND
GENERAL REQUIREMENTS
23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES
FOR HVAC
23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND
OTHER BUILDING CONTROL SYSTEMS
AMENDMENT 14 DEC 21
23 11 20 05/20 FACILITY GAS PIPING
23 21 13.00 20 04/06 LOW TEMPERATURE WATER (LTW) HEATING
SYSTEM
23 21 23 08/17 HYDRONIC PUMPS
23 30 00 05/20 HVAC AIR DISTRIBUTION
23 37 13.00 40 05/15 DIFFUSERS, REGISTERS, AND GRILLS
23 51 43 10/20 CENTRAL VACUUM DUST COLLECTION SYSTEM
23 52 00 04/08 HEATING BOILERS
23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE
23 64 26 08/09 CHILLED, CHILLED-HOT, AND CONDENSER
WATER PIPING SYSTEMS
23 65 00 11/16 COOLING TOWERS AND REMOTE
EVAPORATIVELY-COOLED CONDENSERS
23 80 20.00 10 05/20 GAS-FIRED HEATING EQUIPMENT
23 81 00.00 20 11/09 UNITARY AIR CONDITIONING EQUIPMENT
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11.01 11/17 CYBERSECURITY FOR FACILITY-RELATED
HVAC CONTROL SYSTEMS
25 05 11.02 11/17 CYBERSECURITY FOR FACILITY-RELATED
FIRE ALARM CONTROL SYSTEMS
DIVISION 26 - ELECTRICAL
26 08 00 08/08 APPARATUS INSPECTION AND TESTING
26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM
26 24 13 05/15 SWITCHBOARDS
Appendix to 26 24 13-AMRS Meter
Specifications
26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION
26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS
UNDER 600 VOLTS
26 36 23.00 20 07/19 GENERATOR QUICK CONNECT DOUBLE-THROW
SAFETY SWITCH
PROJECT TABLE OF CONTENTS Page 5
26 41 00 11/13 LIGHTNING PROTECTION SYSTEM
26 42 14.00 10 08/09 CATHODIC PROTECTION SYSTEM
(SACRIFICIAL ANODE)
26 51 00 05/20 INTERIOR LIGHTING
26 56 00 05/20 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM
27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING
SYSTEM
27 40 10 10/20 AUDIO-VISUAL GENERAL
27 40 90.01 11/20 AUDIO-VISUAL PERFORMANCE VERIFICATION
27 41 06 11/20 AUDIO-VISUAL POWER DISTRIBUTION AND
MANAGEMENT EQUIPMENT
27 41 10 11/20 MICROPHONES, CONFERENCING SYSTEM, AND
AUDIO SOURCE EQUIPMENT
27 41 11 11/20 AUTOMATED MIXING, PROCESSING AND
AMPLIFICATION EQUIPMENT
27 41 13 11/20 REINFORCEMENT AND PROGRAM AUDIO
LOUDSPEAKERS
27 41 23 11/20 VIDEO DISPLAY EQUIPMENT
27 41 31 11/20 AUDIO-VISUAL CONTROL SYSTEMS AND
PROGRAMMING
27 41 32 11/20 AUDIO-VISUAL NETWORK EQUIPMENT
27 41 40 11/20 AUDIO-VISUAL CABLING AND CONNECTORS
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 08/11 INTERIOR FIRE ALARM AND MASS
NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 08/08 EARTHWORK
Appendix to 31 00 00-Geotech Report
31 05 19 08/08 GEOTEXTILE
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 11.51 05/16 RUBBER AND PAINT REMOVAL FROM AIRFIELD
PAVEMENTS
32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT
32 05 33 08/17 LANDSCAPE ESTABLISHMENT
32 11 20 08/17 BASE COURSE FOR RIGID PAVING
32 11 23 08/17 AGGREGATE BASE COURSES
32 12 13 05/17 BITUMINOUS TACK COAT
32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS
32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR
SITE FACILITIES INCLUDING SIGNAGE
32 13 14.13 08/19 CONCRETE PAVING FOR AIRFIELDS AND
OTHER HEAVY-DUTY PAVEMENTS
32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT
SEALANT
32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 08/16 PAVEMENT MARKINGS
32 31 13 11/16 CHAIN LINK FENCES AND GATES
32 92 23 04/06 SODDING
32 93 00 08/17 EXTERIOR PLANTS
PROJECT TABLE OF CONTENTS Page 6
DIVISION 33 - UTILITIES
33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING
33 11 05 02/18 PUMPED WASTE DISTRIBUTION PIPING
33 16 15 04/08 WATER STORAGE STEEL TANKS
33 30 00 05/18 SANITARY SEWERAGE
33 32 16 11/19 PACKAGED UTILITY WASTEWATER PUMPING
STATIONS
33 40 00 02/10 STORM DRAINAGE UTILITIES
33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
-- End of Project Table of Contents --
COORD_SHEET INDEX FOR EXCEL
SHEET NUMBER SHEET NAME
00. GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 CODE COMPLIANCE SUMMARY
G-004 CODE COMPLIANCE SUMMARY
G-005 CODE COMPLIANCE SITE PLAN
G-006 FIRST FLOOR LIFE SAFETY PLAN - OVERALL
PH101 PHASE 1 SITE DIAGRAM
PH102 PHASE 2 SITE DIAGRAM
PH103 PHASE 3 SITE DIAGRAM
02. SURVEY / MAPPING
VF001 LEGENDS AND NOTES
VF100 EXISTING CONDITIONS PLAN
VF101 EXISTING CONDITIONS PLAN
VF102 EXISTING CONDITIONS PLAN
VF103 EXISTING CONDITIONS PLAN
VF104 EXISTING CONDITIONS PLAN
VF105 EXISTING CONDITIONS PLAN
VF106 EXISTING CONDITIONS PLAN
VF107 EXISTING CONDITIONS PLAN
04.CIVIL
C-001 LEGEND AND GENERAL NOTES
C-002 CONSTRUCTION ACCESS PLAN
C-003 EROSION AND SEDIMENT CONTROL - PHASE 1 PLAN INITIAL
C-004 EROSION AND SEDIMENT CONTROL - PHASE 1 PLAN FINAL
C-005 EROSION AND SEDIMENT CONTROL - PHASE 2 PLAN INITIAL
C-006 EROSION AND SEDIMENT CONTROL - PHASE 2 PLAN FINAL
C-007 EROSION AND SEDIMENT CONTROL - PHASE 2A PLAN INITIAL
C-008 EROSION AND SEDIMENT CONTROL - PHASE 2A PLAN FINAL
C-009 EROSION AND SEDIMENT CONTROL - PHASE 3 PLAN INITIAL
C-010 EROSION AND SEDIMENT CONTROL - PHASE 3 PLAN FINAL
CD001 DEMOLITION LEGEND & NOTES
CD100 EXISTING CONDITIONS - OVERALL
CD101 DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD105 DEMOLITION PLAN
CD106 DEMOLITION PLAN
CD107 DEMOLITION PLAN
CS001 SITE LAYOUT LEGEND & CONTROL POINTS
CS101 SITE LAYOUT PLAN
CS102 SITE LAYOUT PLAN
CS103 SITE LAYOUT PLAN
CS104 SITE LAYOUT PLAN
CS105 SITE LAYOUT PLAN
CS106 SITE LAYOUT PLAN
CS107 SITE LAYOUT PLAN
Low Observable Composite Repair Facility
RoseborS Text Box Appendix to 00 01 15
RoseborS Text Box List of Drawings
CG001 GRADING LEGEND & NOTES
CG002 STORM SCHEDULES & NOTES
CG101 GRADING & DRAINAGE PLAN
CG102 GRADING & DRAINAGE PLAN
CG103 GRADING & DRAINAGE PLAN
CG104 GRADING & DRAINAGE PLAN
CG105 GRADING & DRAINAGE PLAN
CG106 GRADING & DRAINAGE PLAN
CG107 GRADING & DRAINAGE PLAN
CG201 STORM SEWER PROFILES
CG202 STORM SEWER PROFILES
CG203 STORM SEWER PROFILES
CG204 STORM SEWER PROFILES
CG205 STORM SEWER PROFILES
CG206 STORM SEWER PROFILES
CG700 POST DEVELOPMENT DRAINAGE AREAS
CG701 STORMWATER MANAGEMENT CALCULATIONS
CG702 STORMWATER MANAGEMENT CALCULATIONS
CG703 STORMWATER MANAGEMENT CALCULATIONS
CU001 UTILITY LEGEND, CONTROL POINTS & SCHEDULES
CU101 UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU105 UTILITY PLAN
CU106 UTILITY PLAN
CU107 UTILITY PLAN
CU201 SANITARY FORCE MAIN PROFILE
CU202 SANITARY FORCE MAIN PROFILE
CU203 SANITARY FORCE MAIN PROFILE
CU204 SANITARY FORCE MAIN PROFILE
CU205 SANITARY FORCE MAIN PROFILE
CU206 SANITARY SEWER PROFILE
CU207 8" DOMESTIC WATER PROFILE
CU208 8" DOMESTIC WATER PROFILE
CU209 8" DOMESTIC WATER PROFILE
CU210 12" FIRE WATER PROFILE
CU211 HEF MAIN PROFILE
C-501 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
C-502 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
C-503 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
C-504 EROSION AND SEDIMENT CONTROL DETAILS AND NOTES
C-505 EROSION AND SEDIMENT CONTROL DETAILS
C-506 DETAILS
C-507 DETAILS
C-508 DETAILS
C-509 DETAILS
C-510 DETAILS
C-511 DETAILS
C-512 DETAILS
Low Observable Composite Repair Facility
C-513 DETAILS
C-514 DETAILS
C-515 DETAILS
C-516 DETAILS
C-517 DETAILS
CP100 AIRFIELD PHASING PLAN
CP101 APRON AND TOWWAY GEOMETRY PLAN
CP201 APRON AND TOWWAY JOINT LAYOUT PLAN
CP301 APRON AND TOWWAY SPOT ELEVATION PLAN
CP401 APRON AND TOWWAY TYPICAL SECTIONS
CP501 APRON AND TOWWAY JOINT DETAILS
CP502 APRON AND TOWWAY JOINT DETAILS
CP503 APRON AND TOWWAY JOINT DETAILS
CM101 APRON AND TOWWAY MARKING PLAN
CM501 APRON AND TOWWAY MARKING DETAILS
05. LANDSCAPE
L-101 LANDSCAPE PLAN
L-102 LANDSCAPE PLAN
L-103 LANDSCAPE PLAN
L-104 LANDSCAPE PLAN
L-105 LANDSCAPE PLAN
L-501 LANDSCAPE DETAILS
06. STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 WIND PRESSURE CHARTS & DIAGRAMS
S-101 FOUNDATION PLAN - OVERALL
S101A FOUNDATION PLAN - AREA A
S101B FOUNDATION PLAN - AREA B
S101C FOUNDATION PLAN - AREA C
S101D FOUNDATION PLAN - AREA D
S101E FOUNDATION PLAN - AREA E
S-102 SLAB PLAN - OVERALL
S102A SLAB PLAN - AREA A
S102B SLAB PLAN - AREA B
S102C SLAB PLAN - AREA C
S102D SLAB PLAN - AREA D
S102E SLAB PLAN - AREA E
S-103 ROOF FRAMING PLAN - OVERALL
S103A ROOF FRAMING PLAN - AREA A
S103B ROOF FRAMING PLAN - AREA B
S103C ROOF FRAMING PLAN - AREA C
S103D ROOF FRAMING PLAN - AREA D
S103E ROOF FRAMING PLAN - AREA E
S-104 LINTEL PLAN
S-201 ENTRY TOWER FRAMING ELEVATIONS
S-202 DUCT TOWER FRAMING ELEVATIONS
S-301 FOUNDATION SECTIONS - I
S-302 FOUNDATION SECTIONS - II
S-303 PEMB FOUNDATION SECTIONS & DETAILS
S-311 HANGAR SECTION - LO BAY
S-312 HANGAR SECTION - WASH RACK
S-321 ROOF FRAMING SECTIONS - I
S-322 ROOF FRAMING SECTIONS - II
S-323 ROOF FRAMING SECTIONS - III
S-324 ENTRY TOWER SECTIONS & DETAILS
S-325 MISC. SECTIONS & DETAILS
S-326 CHILLER ENCLOSURE FRAMING DETAILS
S-331 SITE SECTIONS & DETAILS - I
S-332 SITE SECTIONS & DETAILS - II
S-401 ENLARGED PLANS - I
S-402 ENLARGED PLANS - II
S-501 CONCRETE DETAILS - I
S-502 CONCRETE DETAILS - II
S-503 CONCRETE DETAILS - III
S-504 CONCRETE DETAILS - IV
S-511 ROOF FRAMING DETAILS - I
S-512 ROOF FRAMING DETAILS - II
S-513 ROOF FRAMING DETAILS - III
S-514 MASONRY DETAILS - I
S-515 MASONRY DETAILS - II
S-516 MASONRY DETAILS - III
S-601 SCHEDULES - GENERAL
S-700 H.E.F. DISCHARGE TANK PLAN
S-701 STORAGE TANK DETAILS
S-702 STORAGE TANK STRUCTURAL DETAILS
S-901 3D PERSPECTIVE VIEWS
07. ARCHITECTURAL
A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
A-002 ABA ACCESSIBILITY GUIDELINES
A-003 ABA PLAN
A-004 SECURE AREAS PARTIAL PLANS
A-005 AIRCRAFT CLEARANCE REQUIREMENT PLAN & SECTIONS
A-006 PARTITION TYPES
A-007 PARTITION TYPES
A-008 PARTITION HEAD CONDITIONS
A-009 PENETRATION DETAILS
A-010 PENETRATION DETAILS
A-011 EQUIPMENT SCHEDULE - METALS TECH & SHOPS
A-020 BLDG 330 COMM ROOM - DEMO & NEW
AS101 ARCHITECTURAL SITE PLAN
AS501 ARCHITECTURAL SITE PLAN DETAILS - CHILLER
AS502 ARCHITECTURAL SITE PLAN DETAILS - DUMPSTER ENCLOSURE
A-101 FIRST FLOOR PLAN - OVERALL
A101A FIRST FLOOR PLAN - AREA A
A101B FIRST FLOOR PLAN - AREA B
A101C FIRST FLOOR PLAN - AREA C
A101D FIRST FLOOR PLAN - AREA D
A101E FIRST FLOOR PLAN - AREA E
A-102 ROOF PLAN - OVERALL
A102A ROOF PLAN - AREA A
A102B ROOF PLAN - AREA B
A102C ROOF PLAN - AREA C
A102D ROOF PLAN - AREA D
A102E ROOF PLAN - AREA E
A-111 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL
A111A FIRST FLOOR REFLECTED CEILING PLAN - AREA A
A111B FIRST FLOOR REFLECTED CEILING PLAN - AREA B
A111C FIRST FLOOR REFLECTED CEILING PLAN - AREA C
A111D FIRST FLOOR REFLECTED CEILING PLAN - AREA D
A111E FIRST FLOOR REFLECTED CEILING PLAN - AREA E
A-141 AIR BARRIER PLAN & SECTIONS
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-203 PARTIAL BUILDING ELEVATIONS
A-204 PARTIAL BUILDING ELEVATIONS
A-205 PARTIAL BUILDING ELEVATIONS
A-206 PARTIAL BUILDING ELEVATIONS
A-207 PARTIAL BUILDING ELEVATIONS
A-301 BUILDING SECTION
A-302 BUILDING SECTION
A-303 BUILDING SECTION
A-304 BUILDING SECTION
A-305 BUILDING SECTIONS
A-311 EXTERIOR WALL SECTIONS
A-312 EXTERIOR WALL SECTIONS
A-313 EXTERIOR WALL SECTIONS
A-314 EXTERIOR WALL SECTIONS
A-401 ENLARGED PLANS
A-402 ENLARGED PLANS & CASEWORK ELEVATIONS & SECTIONS
A-403 ENLARGED PLANS - AIR SHOWERS
A-404 RESTROOM ELEVATIONS
A-405 LOCKERS/SHOWERS ELEVATIONS
A-406 TOWER - ENLARGED PLANS
A-501 PLAN DETAILS
A-511 CEILING & EXPANSION JOINT DETAILS
A-521 SECTION DETAILS - CTK ENCLOSURE
A-522 SECTION DETAILS
A-531 ROOF DETAILS
A-532 ROOF DETAILS
A-533 ROOF DETAILS
A-534 ROOF DETAILS
A-541 BUILDING ELEVATION DETAILS
A-542 BUILDING ELEVATION DETAILS
A-551 EXTERIOR DOOR DETAILS
A-552 INTERIOR DOOR DETAILS
A-553 SPECIALTY DOOR DETAILS
A-554 OVERHEAD DOOR DETAILS
A-561 WINDOW & FRAME TYPES
A-562 WINDOW DETAILS
A-563 WINDOW DETAILS
A-564 LOUVER DETAILS
A-601 DOOR FRAMES & TYPES
A-602 DOOR SCHEDULE
A-701 LO BAY BOOTH FITOUT
A-702 SMALL PARTS PAINT BOOTH FITOUT
A-801 EXTERIOR SIGNAGE
A-802 STRIPING PLAN - OVERALL
08. INTERIOR DESIGN
I-101 FIRST FLOOR INTERIOR FINISH PLAN - OVERALL
I101A FIRST FLOOR INTERIOR FINISH PLAN - AREA A
I101B FIRST FLOOR INTERIOR FINISH PLAN - AREA B
I101C FIRST FLOOR INTERIOR FINISH PLAN - AREA C
I101D FIRST FLOOR INTERIOR FINISH PLAN - AREA D
I101E FIRST FLOOR INTERIOR FINISH PLAN - AREA E
I-601 ROOM FINISH SCHEDULE, LEGEND AND NOTES
I-611 SIGNAGE SCHEDULE, ELEVATIONS AND NOTES
I831A PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA A
I831B PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA B
I831C PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA C
I831D PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA D
I831E PARTIAL FIRST FLOOR INTERIOR SIGNAGE PLAN - AREA E
08. INTERIORS
IF101 FIRST FLOOR INTERIOR FURNITURE PLAN - OVERALL
IF101A FIRST FLOOR INTERIOR FURNITURE PLAN - AREA A
IF101B FIRST FLOOR INTERIOR FURNITURE PLAN - AREA B
IF101C FIRST FLOOR INTERIOR FURNITURE PLAN - AREA C
IF101D FIRST FLOOR INTERIOR FURNITURE PLAN - AREA D
IF101E FIRST FLOOR INTERIOR FURNITURE PLAN - AREA E
10. FIRE ALARM
FA001 FIRE ALARM GENERAL NOTES, SYMBOLS & ABBREVIATIONS
FA101 FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - OVERALL
FA101A FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA A
FA101B FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA B
FA101C FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA C
FA101D FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA D
FA101E FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA E
FA501 FIRE ALARM DETAILS
FA502 FIRE ALARM DETAILS
FA601 FIRE ALARM SEQUENCE OF OPERATIONS
FA701 FIRE ALARM RISER DIAGRAMS
10. FIRE PROTECTION
FX001 FIRE PROTECTION GENERAL NOTES, SYMBOLS & ABBREVIATIONS
FX101 FIRST FLOOR FIRE SUPPRESSION PLAN - OVERALL
FX101A FIRST FLOOR FIRE SUPPRESSION PLAN - AREA A
FX101B FIRST FLOOR FIRE SUPPRESSION PLAN - AREA B
FX101C FIRST FLOOR FIRE SUPPRESSION PLAN - AREA C
FX101D FIRST FLOOR FIRE SUPPRESSION PLAN - AREA D
FX101E FIRST FLOOR FIRE SUPPRESSION PLAN - AREA E
FX401 FIRE PROTECTION ENLARGED PLANS
FX402 FIRE PROTECTION SECTIONS
FX501 FIRE PROTECTION DETAILS
FX901 FIRE PROTECTION ISOMETRICS
11. PLUMBING
P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
P-101 UNDERFLOOR PLUMBING PLAN - OVERALL
P101A UNDERFLOOR PLUMBING PLAN - AREA A
P101B UNDERFLOOR PLUMBING PLAN - AREA B
P101C UNDERFLOOR PLUMBING PLAN - AREA C
P101D UNDERFLOOR PLUMBING PLAN - AREA D
P101E UNDERFLOOR PLUMBING PLAN - AREA E
P-110 FIRST FLOOR PLUMBING PLAN - OVERALL
P110A FIRST FLOOR PLUMBING PLAN - AREA A
P110B FIRST FLOOR PLUMBING PLAN - AREA B
P110C FIRST FLOOR PLUMBING PLAN - AREA C
P110D FIRST FLOOR PLUMBING PLAN - AREA D
P110E FIRST FLOOR PLUMBING PLAN - AREA E
P-401 ENLARGED PLANS - PLUMBING
P-402 ENLARGED PLANS - PLUMBING
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-602 PLUMBING SCHEDULES
P-701 HIGH EXPANSION FOAM CONTAINMENT DIAGRAMS
P-702 WASTE AND VENT RISER DIAGRAM
P-703 DOMESTIC WATER RISER DIAGRAM
13. MECHANICAL
M-001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
MP101 FIRST FLOOR PIPING PLAN - OVERALL
MP101A FIRST FLOOR PIPING PLAN - AREA A
MP101B FIRST FLOOR PIPING PLAN - AREA B
MP101C FIRST FLOOR PIPING PLAN - AREA C
MP101D FIRST FLOOR PIPING PLAN - AREA D
MP101E FIRST FLOOR PIPING PLAN - AREA E
MH101 FIRST FLOOR VENTILATION PLAN - OVERALL
MH101A FIRST FLOOR VENTILATION PLAN - AREA A
MH101B FIRST FLOOR VENTILATION PLAN - AREA B
MH101C FIRST FLOOR VENTILATION PLAN - AREA C
MH101D FIRST FLOOR VENTILATION PLAN - AREA D
MH101E FIRST FLOOR VENTILATION PLAN - AREA E
MH103 BUILDING 330 VENTILATION PLANS
M-140 MECHANICAL ROOF PLAN
M-301 LO BAY SECTION N-S
M-302 LO BAY SECTION E-W
M-303 SECTIONS - AIR HANDLING EQUIPMENT
M-304 SECTIONS
M-305 MECHANICAL ROOM SECTIONS
M-306 SECTION - AHU-2 & AHU-3
M-307 SECTION - LO HALLWAY
M-308 SECTION-WASHRACK
M-401 ENLARGED PLAN - MECHANICAL ROOM EQUIPMENT LAYOUT
M-402 ENLARGED PLAN - MECHANICAL ROOM PIPING
M-403 ENLARGED PLAN - MECHANICAL ROOM VENTILATION
M-501 DETAILS - HEATING
M-502 DETAILS - VENTILATION
M-503 DETAILS - HEATING
M-601 SCHEDULES - HEATING/COOLING
M-602 SCHEDULES - HEATING/COOLING
M-603 SCHEDULES - VENTILATION
M-604 SCHEDULES - VENTILATION
M-701 DIAGRAMS - HEATING/COOLING
M-702 DIAGRAMS - WATER-COOLED CHILLER PIPING
M-703 DIAGRAM - LO BAY AND PAINT BOOTH AIRFLOW
M-704 DIAGRAMS - AIR-COOLED CHILLER PIPING
M-801 CONTROL SEQUENCES
M-802 CONTROL SEQUENCES
M-803 CONTROL SEQUENCES
M-804 CONTROL SEQUENCES
M-805 CONTROL SEQUENCES
M-806 CONTROL SEQUENCES
M-807 CONTROL SEQUENCES
M-808 CONTROL SEQUENCES
M-809 CONTROL SEQUENCES
M-810 CONTROL SEQUENCES
M-811 CONTROL SEQUENCES
M-812 CONTROL SEQUENCES
M-813 CONTROL SEQUENCES
M-814 CONTROL SEQUENCES
M-815 CONTROL SEQUENCES
14. ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
E-002 HAZARDOUS CLASSIFICATION PLAN
ES100 ELECTRICAL SITE PLAN - OVERALL
ED101 ELECTRICAL DEMOLITION SITE PLAN - PARTIAL
ED102 ELECTRICAL DEMOLITION SITE PLAN - PARTIAL
ES101 ELECTRICAL SITE PLAN - PARTIAL
ES102 ELECTRICAL SITE PLAN - PARTIAL
ES501 ELECTRICAL SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
ES503 ELECTRICAL SITE DETAILS
ES601 ELECTRICAL SITE ONE-LINE DIAGRAM
EL100 OVERALL LIGHTING PLAN
EL101A LIGHTING PLAN - AREA A
EL101B LIGHTING PLAN - AREA B
EL101C LIGHTING PLAN - AREA C
EL101D LIGHTING PLAN - AREA D
EL101E LIGHTING PLAN - AREA E
EL102 LIGHTING PLAN - ROOF
EL501 LIGHTING CONTROL DETAILS
EL502 LIGHTING CONTROLS DETAILS
EL601 LUMINAIRE SCHEDULE
EL602 LUMINAIRE DETAILS
EL603 LUMINAIRE DETAILS
EP100 OVERALL POWER PLAN
EP101A POWER PLAN - AREA A
EP101B POWER PLAN - AREA B
EP101C POWER PLAN - AREA C
EP101D POWER PLAN - AREA D
EP101E POWER PLAN - AREA E
EP102 POWER PLAN - ROOF
EP103 BLDG 330 - LIGHTING AND POWER PLAN
EP401 ENLARGED POWER PLAN - ELECTRICAL ROOMS
EP402 ENLARGED POWER PLAN - MECHANICAL ROOM
EP501 POWER DETAILS
EP502 POWER DETAILS
EP503 POWER DETAILS
EP601 POWER RISER DIAGRAM
EP701 PANELBOARD SCHEDULES
EP702 PANELBOARD SCHEDULES
EP703 PANELBOARD SCHEDULES
EP704 PANELBOARD SCHEDULES
EP705 PANELBOARD SCHEDULES
EP706 PANELBOARD SCHEDULES
EP707 PANELBOARD SCHEDULES
EP708 PANELBOARD SCHEDULES
EP709 PANELBOARD SCHEDULES
EP710 MECHANICAL EQUIPMENT SCHEDULE
EP711 EQUIPMENT SCHEDULE
EG101 GROUNDING PLAN
EG102 LIGHTNING PROTECTION PLAN
EG103 CATHODIC PROTECTION PLAN
EG104 CATHODIC PROTECTION PLAN
EG501 LIGHTNING PROTECTION DETAILS
EG502 LIGHTNING PROTECTION DETAILS
EG601 GROUNDING RISER DIAGRAM
16. TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
T-002 TELECOMMUNICATIONS DIAMOND PLAN
TS100 TELECOMMUNICATIONS SITE PLAN - OVERALL
TD101 TELECOMMUNICATIONS DEMOLITIONS SITE PLAN - PARTIAL
TD102 TELECOMMUNICATIONS DEMOLITIONS SITE PLAN - PARTIAL
TS101 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS102 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS103 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS104 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS105 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS106 TELECOMMUNICATIONS SITE PLAN - PARTIAL
TS501 TELECOMMUNICATIONS SITE DETAILS
T-100 OVERALL TELECOMMUNICATIONS PLAN
T101A TELECOMMUNICATIONS PLAN - AREA A
T101B TELECOMMUNICATIONS PLAN - AREA B
T101C TELECOMMUNICATIONS PLAN - AREA C
T101D TELECOMMUNICATIONS PLAN - AREA D
T101E TELECOMMUNICATIONS PLAN - AREA E
T-102 BLDG 330 - TELECOMMUNICATIONS PLAN
T-401 ENLARGED TELECOMMUNICATIONS PLANS
T-501 TELECOMMUNICATION DETAILS
T-502 TELECOMMUNICATION DETAILS
T-503 TELECOMMUNICATION DETAILS
T-601 TELECOMMUNICATIONS RISER DIAGRAMS
T-602 TELECOMMUNICATION DETAIL
X-001 SECURITY LEGEND AND ABBREVIATIONS
X-100 OVERALL SECURITY SYSTEMS PLAN
X101A SECURITY SYSTEMS PLAN - AREA A
X101B SECURITY SYSTEMS PLAN - AREA B
X101C SECURITY SYSTEMS PLAN - AREA C
X101D SECURITY SYSTEMS PLAN - AREA D
X101E SECURITY SYSTEMS PLAN - AREA E
X-501 SECURITY SYSTEMS DETAILS
X-601 SECURITY SYSTEMS RISER DIAGRAM
17. AUDIO VISUAL
TA001 AUDIO VISUAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
TA100 OVERALL AUDIO VISUAL PLAN
TA101A AUDIO VISUAL PLAN - AREA A
TA501 AUDIO VISUAL DETAILS
TA601 AUDIO VISUAL SIGNAL FLOWS
LOW OBSERVABLE COMPOSITE REPAIR FACILITY W91236-21-R-2023
SECTION 01 11 00
SUMMARY OF WORK
08/15
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
1.1.1 Project Description
The work includes demolition of pavements, utilities and miscellaneous site features. Construction of the single-story Low Observable Composite Repair Facility (LOCRF), pavements, utilities and incidental related work.
1.1.2 Location
The work is located along the flightline in the vicinity of the Langley AFB Fire and Emergency Facility at Langley Air Force Base/Joint Base Langley-Eustis (JBLE), approximately as indicated. The exact location will be shown by the Contracting Officer.
1.2 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 must be in a condition equal to or better than that which existed before new work started.
1.3 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.
Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is 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.
SECTION 01 11 00 Page 1
1.3.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
1.4 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT
Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:
This list is appended to this section.
Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.
Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.
1.4.1 Delivery Schedule
Notify the Contracting Officer in writing at least 120 calendar days in advance of the date on which the materials and equipment are required.
Pick up materials and equipment no later than 30 calendar days after such date.
1.4.2 Delivery Location
The materials and equipment are located within 15 miles of the jobsite.
1.5 OPEN COMPETITION OF PRODUCTS
During design products are identified and validated to meet the necessary technical requirements of the project, and are indicated as "Basis of Design" within the design documents. This does not limit the provision of the products as other products that meet the stated technical requirements are also acceptable. Products listed herein are not intended to be proprietary unless specifically indicated. Alternate products will be evaluated and may be accepted on the basis of compliance with the salient and performance characteristics of this specification.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
Government Furnished Equipment List -- End of Section --
SECTION 01 11 00 Page 2
Government Furnished Equipment List
RoseborS Text Box Appendix to 01 11 00
Item No. Description
1 Manual Hardinge Metal Lathe
2 Miller Dynasty Welder #1 (Table Only)
3 HAAS VF2 CNC Mill
4 Small Clausing Mill
5 Small Clausing Lathe
6 Large Vertical Band Saw
7 Large Power Press
8 Heat Treating Oven
9 Large Grinder/Wire Wheel
10 Large Power Sheer
11 Large Hand Break
12 S/M Table w/ Break, Roller
13 Large Accorn Weld Table
14 Metal Iron Worker
15 Baldor Grinder
16 Baldor Buffing Wheel
17 Thomas Cutting Saw
18 Turret Sheet Metal Punch
19 Snap-On Sand Blaster
20 Chop Saw Large Yellow
21 Table/Sensitive Drill Press/Hardness Tester 22 Miller XMT 450 Welder
23 Hypertherm Plasma Cutter
24 Machine Accy Tool Boxes
25 Sheet Metal Rack
26 Sound Stock Metal Rack
27 Long Metals Rack
28 Weld Shop Tig Table
29 Miller 252 Mig Welder
30 Kalamazoo Belt Sander
31 Sanding Booth Dustron Series Filter 1/DB-24-36-2x15 32 Industrial Walk-In Oven Benko Sahara Industrial Oven 33 Paint Spray Booth Spray Tech Junair JA509 5 Series 34 Respirator washer American Airworks / GS2400
Government Furnished / Contractor Installed Equipment
Respirator washer American Airworks / GS2400
Item No. Nomenclature
1 Large Clausing Mill
2 Miller Dynasty Welder #1 (Fume Extractor)
3 Millermatic 211 Mig Welder
4 Assorted CTK's / Consumables / Lockers / Boxes 5 HAAS TL2 CNC Lathe
6 HAAS VF4 CNC Mill
7 OMAX Waterjet Cutter
8 Large Clausing Lathe
9 Small Horizontal Metal Saw
10 Large Arbor Press
11 Deburr Shaker Machine
12 Belt Sander/Burr King
13 Small Foot Sheer
14 Miller Dynasty Welder #2
15 Oxy-Aceytylene Rig
16 Miller Mini Mig Welder
17 Machine Shop Table
18 Flammible Lockers 19 Corrosive Locker
Government Furnished / Government Installed Equipment
20 Paint Spray Booth Spray Tech Junair JA509 5 Series
SECTION 01 14 00
WORK RESTRICTIONS
11/11
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
"G, AE" code is applied where Architect/Engineer review and approval is required. "G, RO" code is applied where Government Resident Office review and approval is required. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel; G, RO
1.2 SPECIAL SCHEDULING REQUIREMENTS
a. The Airfield will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.
See specification Section 01 35 13 Special Project Procedures for additional information and restrictions.
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.
1.3.1.1 Subcontractors and Personnel Contacts
Provide 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.
1.3.1.2 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.
SECTION 01 14 00 Page 1
1.3.2 Working Hours
Regular working hours may consist of a 10 hour period between 7 a.m. and 5:00 p.m., Monday through Friday, and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 30 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.3.4 Occupied Buildings
The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.
1.3.5 Utility Cutovers and Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.
1.4 SECURITY REQUIREMENTS
Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:
1.4.1 ON-SITE PHOTOGRAPHY
Photos shall be limited to the facility pre-existing conditions, construction and grounds within the limits of disturbance for project related activities only. This includes monthly progress photos and documentation of the site. Photo distribution and access shall be on a need to know basis within the contractor's project team and the Government. Pictures of the airfield and aircraft are expressly prohibited unless otherwise authorized and approved by the COR and shall not be assumed to be authorized for normal construction.
The Contractor will not be allowed to take photographs at any time on this project site. Photographs may be provided by the Government at the
SECTION 01 14 00 Page 2
AO's discretion.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 3
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
08/15
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.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
"G, AE" code is applied where Architect/Engineer review and approval is required. "G, RO" code is applied where Government Resident Office review and approval is required. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map; G,AE
Progress and Completion Pictures; G, AE
SD-04 Samples
Color Boards; G,RO
1.3 COLOR BOARDS FOR AIR FORCE PROJECTS
Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules 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, submit samples not less than 12 inches square with the board.
If more space is needed, more than one board per set may be submitted.
Certify that the color samples have been reviewed 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 does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.
SECTION 01 30 00 Page 1
1.4 VIEW LOCATION MAP
Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.
1.5 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.
1.6 MINIMUM INSURANCE REQUIREMENTS
Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Virginia law.
1.7 SUPERVISION
1.7.1 Minimum Communication Requirements
Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.
1.7.2 Superintendent Qualifications
The project superintendent must have a minimum of 15 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
SECTION 01 30 00 Page 2
1.7.2.1 Duties
The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.
The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.
1.7.3 Project Manager
Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.
1.7.3.1 Project Manager Qualifications
The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.
1.7.4 Non-Compliance Actions
The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.
Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.
1.8 PRECONSTRUCTION MEETING 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 of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.
1.9 FACILITY TURNOVER PLANNING MEETINGS
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the Turnover process and convene at regularly scheduled Turnover Meetings. Include the following in the facility Turnover effort:
1.9.1 Turnover Checklist
a. Contracting Officer's Representative (COR) will provide the Contractor a copy of the Turnover Checklist template prior to 75 percent completion.
b. Prior to 75 percent completion add/delete critical activities to the
SECTION 01 30 00 Page 3
Turnover Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the Turnover checklist for each critical activity. Present the Turnover Checklist to COR and review during a regularly scheduled QC Meeting.
1.9.2 Meetings
a. Upon Government acceptance of the Turnover Checklist, the Project Superintendent is required to lead regular Turnover Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.
b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.
c. Using the Turnover Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.
d. Coordinate with the COR any upcoming activities that require Government involvement.
e. Maintain the Turnover Checklist by documenting the actual completion dates as work is completed and update the Turnover Checklist with revised planned completion dates as necessary to match progress.
Distribute copies of the current Turnover Checklist to attendees at each Turnover Meeting.
1.10 PARTNERING
To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.
The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.
1.10.1 Formal Partnering
Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the third-party independent Formal PartneringFacilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.
Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash
SECTION 01 30 00 Page 4 cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.
a. Schedule the Initial Partnering Session for duration of one day minimum.
Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.
b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.
Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.
Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.
1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS
Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, 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 or terrorist threats. Multiple email addresses are 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). Promptly notify the Contracting Officer, in writing, of any changes to this email address.
PART 2 PRODUCTS
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PART 3 EXECUTION
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PROJECT SCHEDULE
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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.
AACE INTERNATIONAL (AACE)
AACE 29R-03 (2011) Forensic Schedule Analysis
AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
"G, AE" code is applied where Architect/Engineer review and approval is required. "G, RO" code is applied where Government Resident Office review and approval is required Submittals…
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