Attachment 10 - COMH_RTA_Design Drawings_Part 1 of 3_17MAR21.pdf
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- Solicitation number
- W9123621R2003
About this file
This solicitation is for a six-bay high-bay consolidated operations and maintenance hangar to provide maintenance support for additional F-22A aircraft from Tyndall Air Force Base at Langley AFB. The facility will include hangar bays, staff administration, a propulsion shop, ready room, break room, tools/parts support, aircraft maintenance equipment storage, wheel/tire shop, egress shop, restrooms, showers, lockers, and building systems support. The project scope includes utilities, site improvements, pavements, detection/protection features, security enhancements, and other supporting work to make a complete and usable facility, which must withstand seismic and wind effects per applicable codes and design guides. The facility will be designed as permanent construction according to DoD criteria for general building requirements and sustainable principles. This project will also comply with DoD minimum antiterrorism requirements. Responses to the bifurcated solicitation are requested at this time for evaluation Factors 1 and 2 only, with a project duration of 700 calendar days from notice to proceed unless CLIN 0013 is exercised to shorten the period to 565 days.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
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03-17-2021
FY19 F-22 FORMAL TRAINING UNIT (FTU)
CONSOLIDATED OPERATIONS AND MAINTENANCE HANGAR
(COMH)
PROJECT LOCATION
N
PROJECT LOCATION MAP
PROJECT VICINITY MAP
HAMPTON
NEWPORT NEWS
JOINT BASE LANGLEY - EUSTIS (JBLE)
READY TO ADVERTISE
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 THE SPECIFICATIONS.
W91236-21-R-20232003
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SHEET INDEX 1 of 2
SHEET NUMBER SHEET NAME
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
I-102 SECOND FLOOR INTERIOR FINISH PLAN - OVERALL
I102C SECOND FLOOR INTERIOR FINISH PLAN - AREA C
I102D SECOND FLOOR INTERIOR FINISH PLAN - AREA D
I131A FIRST FLOOR SIGNAGE PLAN - AREA A
I131B FIRST FLOOR SIGNAGE PLAN - AREA B
I131C FIRST FLOOR SIGNAGE PLAN - AREA C
I131D FIRST FLOOR SIGNAGE PLAN - AREA D
I132C SECOND FLOOR SIGNAGE PLAN - AREA C
I132D SECOND FLOOR SIGNAGE PLAN - AREA D
I-601 ROOM FINISH SCHEDULE, LEGEND AND NOTES
I-602 TRANSITION DETAILS
I-621 SIGNAGE SCHEDULE
I-622 SIGNAGE SCHEDULE
I-631 SIGNAGE DETAILS
I-632 SIGNAGE DETAILS
I-633 SIGNAGE DETAILS
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
IF102 SECOND FLOOR INTERIOR FURNITURE PLAN - OVERALL
IF102C SECOND FLOOR INTERIOR FURNITURE PLAN - AREA C
IF102D SECOND FLOOR INTERIOR FURNITURE PLAN - AREA D
SHEET INDEX 1 of 2
SHEET NUMBER SHEET NAME
A132A SECOND FLOOR REFLECTED CEILING PLAN - AREA A
A132B SECOND FLOOR REFLECTED CEILING PLAN - AREA B
A132C SECOND FLOOR REFLECTED CEILING PLAN - AREA C
A132D SECOND FLOOR REFLECTED CEILING PLAN - AREA D
A-141 FIRST FLOOR AIR BARRIER PLAN
A-142 SECOND FLOOR AIR BARRIER PLAN
A-143 BUILDING SECTIONS - AIR BARRIER
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-203 BUILDING ELEVATIONS
A-204 BUILDING ELEVATIONS
A-211 PARTIAL BUILDING ELEVATIONS
A-212 PARTIAL BUILDING ELEVATIONS
A-213 PARTIAL BUILDING ELEVATIONS
A-221 EXPANSION JOINTS LAYOUT - ELEVATIONS
A-222 EXPANSION JOINTS LAYOUT - ELEVATIONS
A-223 EXPANSION JOINTS LAYOUT - ELEVATIONS
A-230 PRECAST CONCRETE PROFILES - ELEVATIONS
A-231 PRECAST CONCRETE PROFILES - ELEVATIONS
A-232 PRECAST CONCRETE PROFILES - ELEVATIONS
A-301 BUILDING SECTION
A-302 BUILDING SECTION
A-311 EXTERIOR WALL SECTIONS
A-312 EXTERIOR WALL SECTIONS
A-313 EXTERIOR WALL SECTIONS
A-314 EXTERIOR WALL SECTIONS & DIAGRAMS
A-401 ENLARGED PLANS
A-402 ENLARGED PLANS
A-403 ENLARGED PLANS
A-404 ENLARGED PLANS -AIR SHOWERS
A-410 INTERIOR ELEVATIONS
A-411 INTERIOR ELEVATIONS
A-412 INTERIOR ELEVATIONS
A-413 INTERIOR ELEVATIONS
A-414 INTERIOR ELEVATIONS
A-415 INTERIOR ELEVATIONS
A-421 INTERIOR MILLWORK SECTIONS AND DETAILS
A-451 VERTICAL CIRCULATION - PLANS
A-452 VERTICAL CIRCULATION - SECTIONS
A-453 VERTICAL CIRCULATION - DETAILS
A-461 VERTICAL CIRCULATION - ELEVATOR PLANS
A-462 VERTICAL CIRCULATION - SECTIONS
A-463 VERTICAL CIRCULATION - ELEVATOR DETAILS
A-470 VERTICAL CIRCULATION - ROOF LADDERS
A-501 HANGAR DOOR DETAILS
A-502 HANGAR DOOR DETAILS
A-503 HANGAR DOOR DETAILS
A-504 HANGAR DOOR DETAILS
A-505 PLAN DETAILS
A-506 PLAN DETAILS
A-507 PLAN DETAILS
A-511 CEILING DETAILS
A-521 SECTION DETAILS
A-522 SECTION DETAILS
A-531 ROOF DETAILS
A-532 ROOF DETAILS
A-533 ROOF DETAILS
A-534 ROOF DETAILS
A-535 ROOF DETAILS
A-536 ROOF DETAILS
A-537 ROOF DETAILS
A-541 INTERIOR DETAILS
A-542 INTERIOR DETAILS - RETRACTABLE THERMAL CURTAIN
A-543 INTERIOR DETAILS - RETRACTABLE THERMAL CURTAIN
A-544 HANGAR SLAB DETAILS
A-545 HANGAR SLAB DETAILS
A-546 HANGAR SLAB DETAILS
A-547 HANGAR SLAB DETAILS
A-548 HANGAR SLAB DETAILS
A-549 HANGAR SLAB DETAILS
A-553 PRECAST CONCRETE PROFILES - DETAILS
A-554 PRECAST CONCRETE PROFILES - DETAILS
A-560 SEISMIC JOINT DETAILS
A-562 EXPANSION JOINTS DETAILS
A-570 CANOPY DETAILS
A-601 DOOR & FRAME TYPES
A-602 DOOR SCHEDULE
A-603 EXTERIOR DOOR DETAILS
A-604 EXTERIOR DOOR DETAILS
A-605 INTERIOR DOOR DETAILS
A-611 WINDOW & FRAME TYPES
A-612 WINDOW & FRAME TYPES
A-613 LOUVER TYPES
A-614 WINDOW DETAILS
A-615 WINDOW DETAILS
A-616 IMP DETAILS
A-617 IMP DETAILS
A-801 HANGAR MARKINGS PLAN - OVERALL
A-802 ENLARGED HANGAR MARKINGS PLAN
SHEET INDEX 1 of 2
SHEET NUMBER SHEET NAME
06. STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 LEGEND AND ABBREVIATIONS
S-010 AREA LOAD PLAN
S-011 ROOF WIND UPLIFT PLAN
SB101 FOUNDATION PLAN - OVERALL
SB101A FOUNDATION PLAN - AREA A
SB101B FOUNDATION PLAN - AREA B
SB101C FOUNDATION PLAN - AREA C
SB101D FOUNDATION PLAN - AREA D
SB102 SLAB PLAN - OVERALL
SB102A SLAB PLAN - AREA A
SB102B SLAB PLAN - AREA B
SB102C SLAB PLAN - AREA C
SB102D SLAB PLAN - AREA D
SF111 SECOND FLOOR AND LOW ROOF FRAMING PLAN - OVERALL
SF111A LOW ROOF FRAMING PLAN - AREA A
SF111B LOW ROOF FRAMING PLAN - AREA B
SF111C SECOND FLOOR FRAMING PLAN - AREA C
SF111D SECOND FLOOR FRAMING PLAN - AREA D
SF121 ROOF FRAMING PLAN - OVERALL
SF121A ROOF FRAMING PLAN - AREA A
SF121B ROOF FRAMING PLAN - AREA B
SF121C ROOF FRAMING PLAN - AREA C
SF121D ROOF FRAMING PLAN - AREA D
S-201 FRAMING ELEVATIONS
S-202 FRAMING ELEVATIONS
S-203 FRAMING ELEVATIONS
S-204 HANGAR TRUSS ELEVATIONS
S-205 HANGAR TRUSS ELEVATION AND DETAILS
S-301 BUILDING SECTIONS
S-302 BUILDING SECTIONS
S-303 WALL SECTIONS
S-311 FOUNDATION SECTIONS
S-321 ROOF FRAMING SECTIONS
S-401 ENLARGED PLANS
S-501 FOUNDATION DETAILS
S-502 FOUNDATION DETAILS
S-503 TYPICAL HANGAR SLAB DETAILS
S-504 TYP CMU DETAILS
S-505 TYP CMU DETAILS
S-506 MECHANICAL ENCLOSURE DETAILS
S-507 SLAB DETAILS
S-508 METAL STUD WALL DETAILS
S-509 STRUCTURAL SITE DETAILS
S-510 CMU DETAILS
S-511 TYPICAL FRAMING DETAILS
S-512 TYPICAL FRAMING DETAILS
S-513 ROOF FRAMING DETAILS
S-514 MISC. FRAMING DETAILS
S-515 TRUSS DETAILS
S-516 ELEVATOR SHAFT SECTIONS AND DETAILS
S-521 FRAMING ELEVATION DETAILS SHEET 1
S-522 FRAMING ELEVATION DETAILS SHEET 2
S-523 FRAMING ELEVATION DETAILS SHEET 3
S-601 REBAR SCHEDULES
S-602 SCHEDULES
S-603 COLUMN SCHEDULE
S-901 3D ISOMETRICS
07. ARCHITECTURAL
A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
A-002 ABA ACCESSIBILITY GUIDELINES
A-003 ABA ACCESS PLAN - FIRST FLOOR
A-004 ABA ACCESS PLAN - SECOND FLOOR
A-005 AIRCRAFT CLEARANCE REQUIREMENT SECTION
A-006 SECURE AREA PLANS
A-007 ACOUSTIC PARTITIONS PLAN - FIRST FLOOR
A-008 ACOUSTIC PARTITIONS PLAN - SECOND FLOOR
A-009 PARTITION TYPES
A-010 PARTITION HEAD CONDITIONS
A-011 PENETRATION DETAILS
A-012 PENETRATION DETAILS
A-013 PENETRATION DETAILS
A-015 EQUIPMENT SCHEDULE
AS101 ARCHITECTURAL SITE PLAN
AS401 ENLARGED ARCHITECTURAL SITE PLAN
AS402 ARCHITECTURAL SITE DETAILS
AS501 ENLARGED MECHANICAL YARD DETAILS
AS502 ENLARGED DUMPSTER ENCLOSURE DETAILS
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
A-102 SECOND FLOOR PLAN - OVERALL
A102A SECOND FLOOR PLAN - AREA A
A102B SECOND FLOOR PLAN - AREA B
A102C SECOND FLOOR PLAN - AREA C
A102D SECOND FLOOR PLAN - AREA D
A-121 ROOF PLAN - OVERALL
A121A ROOF PLAN - AREA A
A121B ROOF PLAN - AREA B
A121C ROOF PLAN - AREA C
A121D ROOF PLAN - AREA D
A-131 FIRST FLOOR REFLECTED CEILING PLAN - OVERALL
A131A FIRST FLOOR REFLECTED CEILING PLAN-AREA A
A131B FIRST FLOOR REFLECTED CEILING PLAN-AREA B
A131C FIRST FLOOR REFLECTED CEILING PLAN-AREA C
A131D FIRST FLOOR REFLECTED CEILING PLAN-AREA D
A-132 SECOND FLOOR REFLECTED CEILING PLAN - OVERALL
SHEET INDEX 1 of 2
SHEET NUMBER SHEET NAME
00. GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-003 DRAWING INDEX
G-004 CODE COMPLIANCE SUMMARY
G-005 OCCUPANCY SUMMARY
G-006 CODE COMPLIANCE SITE PLAN
G-007 FIRST FLOOR LIFE SAFETY PLAN
G-008 SECOND FLOOR LIFE SAFETY PLAN
PH101 CONSTRUCTION SEQUENCING PLANS
PH102 CONSTRUCTION SEQUENCING PLANS
PH103 CONSTRUCTION SEQUENCING PLANS
AD101 OVERALL FIRST FLOOR DEMOLITION PLAN
AD102 OVERALL SECOND FLOOR DEMOLITION PLAN
AD103 OVERALL ROOF DEMOLITION PLAN
02. SURVEY / MAPPING
VF001 LEGENDS AND NOTES
VF100 OVERALL EXISTING CONDITIONS
VF101 EXISTING CONDITIONS
VF102 EXISTING CONDITIONS
VF103 EXISTING CONDITIONS
VF104 EXISTING CONDITIONS
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
C-006 EROSION AND SEDIMENT CONTROL - PHASE 3 PLAN
C-007 EROSION AND SEDIMENT CONTROL - PHASE 4 PLAN
C-008 EROSION AND SEDIMENT CONTROL - PHASE 5 PLAN INITIAL
C-009 EROSION AND SEDIMENT CONTROL - PHASE 5 PLAN FINAL
CD001 DEMOLITION LEGEND & NOTES
CD100 EXISTING CONDITIONS - OVERALL
CD101 DEMOLITION PLAN
CD102 DEMOLITION PLAN
CD103 DEMOLITION PLAN
CD104 DEMOLITION PLAN
CD701 COMH DEMOLITION PHOTOGRAPH PLAN
CD702 COMH DEMOLITION PHOTOGRAPHS
CS001 SITE LAYOUT LEGEND & CONTROL POINTS
CS101 SITE LAYOUT PLAN
CS102 SITE LAYOUT PLAN
CS103 SITE LAYOUT PLAN
CS104 SITE LAYOUT PLAN
CG001 GRADING LEGEND, STORM SCHEDULES & NOTES
CG101 GRADING & DRAINAGE PLAN
CG102 GRADING & DRAINAGE PLAN
CG103 GRADING & DRAINAGE PLAN
CG104 GRADING & DRAINAGE PLAN
CG201 STORM PROFILES
CG202 STORM PROFILES
CG203 STORM PROFILES
CG700 POST DEVELOPMENT DRAINAGE AREA PLAN
CG701 STORMWATER MANAGEMENT CALCULATIONS
CG702 STORMWATER MANAGEMENT CALCULATIONS
CG703 STORMWATER MANAGEMENT CALCULATIONS
CG704 STORMWATER MANAGEMENT CALCULATIONS
CU001 UTILITY LEGEND, CONTROL POINTS, & SCHEDULES
CU101 UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU201 UTILITY PROFILES
CU202 UTILITY PROFILES
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
C-513 DETAILS
C-514 DETAILS
C-515 DETAILS
C-516 DETAILS
C-517 DETAILS
C-518 DETAILS
C-519 DETAILS
CP101 APRON GEOMETRY PLAN
CP201 APRON JOINT LAYOUT PLAN
CP301 APRON SPOT ELEVATION PLAN
CP401 APRON TYPICAL SECTIONS
CP501 APRON JOINT DETAILS
CP502 APRON JOINT DETAILS
CP503 APRON JOINT DETAILS
CM101 APRON MARKING PLAN
CM501 APRON 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-106 LANDSCAPE PLAN
L-107 LANDSCAPE PLAN
L-501 LANDSCAPE DETAILS
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SHEET INDEX 2 of 2
SHEET NUMBER SHEET NAME
X-001 SECURITY SYMBOLS LEGEND AND ABBREVIATIONS
X-101 FIRST FLOOR SECURITY PLAN - OVERALL
X-101A FIRST FLOOR SECURITY PLAN - AREA A
X-101B FIRST FLOOR SECURITY PLAN - AREA B
X-101C FIRST FLOOR SECURITY PLAN - AREA C
X-101D FIRST FLOOR SECURITY PLAN - AREA D
X-102 SECOND FLOOR SECURITY PLAN - OVERALL
X-102C SECOND FLOOR SECURITY PLAN - AREA C
X-102D SECOND FLOOR SECURITY PLAN - AREA D
X-501 SECURITY DETAILS
X-502 SECURITY DETAILS
X-503 SECURITY DETAILS
X-701 ACCESS CONTROL AND AIR SHOWER RISER DIAGRAM
X-702 INTRUSION DETECTION SYSTEM RISER DIAGRAM
X-703 CCTV RISER DIAGRAM
17. AUDIO VISUAL
TA001 AUDIO VISUAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
TA101C FIRST FLOOR AUDIO VISUAL PLAN - AREA C
TA101D FIRST FLOOR AUDIO VISUAL PLAN - AREA D
TA102C SECOND FLOOR AUDIO VISUAL PLAN - AREA C
TA102D SECOND FLOOR AUDIO VISUAL PLAN - AREA D
TA201D FIRST FLOOR AUDIO VISUAL RCP - AREA D
TA202C SECOND FLOOR AUDIO VISUAL RCP - AREA C
TA202D SECOND FLOOR AUDIO VISUAL RCP - AREA D
TA400 AUDIO VISUAL ELEVATIONS
TA501 AUDIO VISUAL DETAILS
TA502 AUDIO VISUAL DETAILS
TA601 AUDIO VISUAL SIGNAL FLOWS
TA602 AUDIO VISUAL SIGNAL FLOWS
TA603 AUDIO VISUAL SIGNAL FLOWS
TA604 AUDIO VISUAL SIGNAL FLOWS
TA605 AUDIO VISUAL SIGNAL FLOWS
SHEET INDEX 2 of 2
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14. ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
E-002 ELECTRICAL GENERAL NOTES
E-003 AREA CLASSIFICATIONS PLAN
ED101 DEMOLITION SITE PLAN
ED102 DEMOLITION SITE PLAN
ES101 ELECTRICAL SITE PLAN
ES102 ELECTRICAL SITE PLAN
ES501 SITE DETAILS
ES502 SITE DETAILS
ES503 SITE DETAILS
ES701 ELECTRICAL ONE LINE DIAGRAM
ES702 ELECTRICAL ONE LINE DIAGRAM
ES703 ELECTRICAL ONE-LINE DIAGRAM
EL101 FIRST FLOOR LIGHTING PLAN - OVERALL
EL101A FIRST FLOOR LIGHTING PLAN - AREA A
EL101B FIRST FLOOR LIGHTING PLAN - AREA B
EL101C FIRST FLOOR LIGHTING PLAN - AREA C
EL101D FIRST FLOOR LIGHTING PLAN - AREA D
EL102 SECOND FLOOR LIGHTING PLAN - OVERALL
EL102A SECOND FLOOR LIGHTING PLAN - AREA A
EL102B SECOND FLOOR LIGHTING PLAN - AREA B
EL102C SECOND FLOOR LIGHTING PLAN - AREA C
EL102D SECOND FLOOR LIGHTING PLAN - AREA D
EL103 ROOF LIGHTING PLAN - OVERALL
EP101 FIRST FLOOR POWER PLAN - OVERALL
EP101A FIRST FLOOR POWER PLAN - AREA A
EP101B FIRST FLOOR POWER PLAN - AREA B
EP101C FIRST FLOOR POWER PLAN - AREA C
EP101D FIRST FLOOR POWER PLAN - AREA D
EP102 SECOND FLOOR POWER PLAN - OVERALL
EP102A SECOND FLOOR POWER PLAN - AREA A
EP102B SECOND FLOOR POWER PLAN - AREA B
EP102C SECOND FLOOR POWER PLAN - AREA C
EP102D SECOND FLOOR POWER PLAN - AREA D
EP103 ROOF POWER PLAN - OVERALL
EG101 FIRST FLOOR OVERALL GROUNDING PLAN
EG103 LIGHTNING PROTECTION OVERALL PLAN
E-401 ENLARGED ELECTRICAL PLANS
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
E-506 ELECTRICAL DETAILS
E-601 LIGHTING SCHEDULES
E-602 EQUIPMENT CONNECTION SCHEDULES
E-603 EQUIPMENT CONNECTION SCHEDULES
E-604 ELECTRICAL CONNECTION SCHEDULES
E-605 PANEL SCHEDULES
E-606 PANEL SCHEDULES
E-607 PANEL SCHEDULES
E-608 PANEL SCHEDULES
E-609 PANEL SCHEDULES
E-610 PANEL SCHEDULES
E-611 PANEL SCHEDULES
E-612 PANEL SCHEDULES
E-613 PANEL SCHEDULES
E-701 ELECTRICAL ONE-LINE DIAGRAM
E-702 GROUNDING RISER DIAGRAM
E-703 SWITCHBOARD ELEVATIONS
16. TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
TD101 TELECOMMUNICATIONS DEMOLITION SITE PLAN
TS101 TELECOMMUNICATIONS SITE PLAN
TS501 TELECOMMUNICATIONS DETAILS
T-101 FIRST FLOOR TELECOMMUNICATIONS PLAN - OVERALL
T-101A FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA A
T-101B FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA B
T-101C FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA C
T-101D FIRST FLOOR TELECOMMUNICATIONS PLAN - AREA D
T-102 SECOND FLOOR TELECOMMUNICATIONS PLAN - OVERALL
T-102A SECOND FLOOR TELECOMMUNICATIONS PLAN - AREA A
T-102B SECOND FLOOR TELECOMMUNICATIONS PLAN - AREA B
T-102C SECOND FLOOR TELECOMMUNICATIONS PLAN - AREA C
T-102D SECOND FLOOR TELECOMMUNICATIONS PLAN - AREA D
T-103 ROOF TELECOMMUNICATIONS PLAN - OVERALL
T-111 FIRST FLOOR TELECOMMUNICATION DIAMOND STUDY PLAN - OVERALL
T-112 SECOND FLOOR TELECOMMUNICATIONS DIAMOND STUDY PLAN - OVERALL
T-121 FIRST FLOOR TELECOMMUNICATIONS RACEWAY PLAN - OVERALL
T-122 SECOND FLOOR TELECOMMUNICATIONS RACEWAY PLAN - OVERALL
T-401 ENLARGED TELECOMMUNICATIONS PLANS
T-501 TELECOM SERVICE ENTRANCE ELEVATION
T-502 TELECOM SERVICE ENTERANCE ELEVATION
T-503 TELECOM SERVICE ENTRANCE ELEVATION
T-504 TELECOM SERVICE ENTRANCE ELEVATION
T-505 TELECOMMUNICATIONS DETAILS
T-506 TELECOMMUNICATIONS DETAILS
T-507 TELECOMMUNICATIONS DETAILS
T-508 TELECOMMUNICATIONS DETAILS
T-509 TELECOMMUNICATIONS DETAILS
T-700 FIBER COMMUNICATIONS OSP DIAGRAM
T-701 TELECOMMUNICATIONS RISER DIAGRAM
T-702 TELECOMMUNICATIONS RACK ELEVATIONS
T-703 TELECOMMUNICATIONS RACK ELEVATIONS
T-704 TELECOMMUNICATIONS RACK ELEVATIONS
T-705 RISER DIAGRAMS
T-706 TELECOMMUNICATIONS GROUNDING RISER DIAGRAM
SHEET INDEX 2 of 2
SHEET NUMBER SHEET NAME
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
FA102 SECOND FLOOR FIRE ALARM REFLECTED CEILING PLAN - OVERALL
FA102A SECOND FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA A
FA102B SECOND FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA B
FA102C SECOND FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA C
FA102D SECOND FLOOR FIRE ALARM REFLECTED CEILING PLAN - AREA D
FA501 FIRE ALARM DETAILS
FA502 FIRE ALARM DETAILS
FA601 FIRE ALARM SEQUENCE OF OPERATIONS
FA701 FIRE ALARM RISER DIAGRAMS
10. FIRE PROTECTION
FX001 FIRE SUPPRESSION 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
FX102 SECOND FLOOR FIRE SUPPRESSION PLAN - OVERALL
FX102A SECOND FLOOR FIRE SUPPRESSION PLAN - AREA A
FX102B SECOND FLOOR FIRE SUPPRESSION PLAN - AREA B
FX102C SECOND FLOOR FIRE SUPPRESSION PLAN - AREA C
FX102D SECOND FLOOR FIRE SUPPRESSION PLAN - AREA D
FX401 FIRE PROTECTION ENLARGED PLANS
FX501 FIRE PROTECTION DETAILS
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
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
P-120 SECOND FLOOR PLUMBING PLAN - OVERALL
P120A SECOND FLOOR PLUMBING PLAN - AREA C
P120B SECOND FLOOR PLUMBING PLAN - AREA D
P-401 ENLARGED PLAN - FIRST FLOOR WOMENS/MEN LOCKER ROOM
P-402 ENLARGED PLAN - SECOND FLOOR WOMENS/MEN LOCKER ROOM
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-701 PLUMBING DIAGRAMS
P-702 PLUMBING DIAGRAMS
P-703 PLUMBING DIAGRAMS
13. MECHANICAL
M-001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
MS101 MECHANICAL SITE PLAN
MS102 MECHANICAL SITE PLAN
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
MP102 SECOND FLOOR PIPING PLAN - OVERALL
MP102C SECOND FLOOR PIPING PLAN - AREA C
MP102D SECOND FLOOR PIPING PLAN - AREA D
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
MH102 SECOND FLOOR VENTILATION PLAN - OVERALL
MH102C SECOND FLOOR VENTILATION PLAN - AREA C
MH102D SECOND FLOOR VENTILATION PLAN - AREA D
M-110 MECHANICAL ROOF PLAN
M-301 SECTIONS - MECHANICAL
M-302 SECTIONS - AIR HANDLING EQUIPMENT
M-303 SECTIONS - HANGAR BAY
M-401 FIRST FLOOR ENLARGED MECHANICAL ROOM
M-501 DETAILS - HEATING
M-502 DETAILS - VENTILATION
M-503 DETAILS - HEATING
M-504 DETAILS - MECHANICAL
M-601 SCHEDULES - HEATING/COOLING
M-602 SCHEDULES - HEATING/COOLING
M-603 SCHEDULES - HEATING/COOLING
M-604 SCHEDULES - HEATING/COOLING
M-701 DIAGRAMS - HEATING/COOLING
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
CONSTRUCTION SEQUENCE LEGEND
SEQUENCING PLAN LEGEND & SHEET NOTES
SEQUENCE 1 - RELOCATE CDDAR TO 753. DEMOLISH PORTION OF APRON
BETWEEN 753/752 IMPACT TO WEST ACCESS OF 752 / RETAINING WALL
CONSTRUCTION / NEW SERVICE ROADWAY
GENERAL SEQUENCING NOTES
CULTURAL DISCOVERY STATEMENT:
THE AE TEAM FOR THE F22 FTU PROJECT HAS NO KNOWLEDGE OF ANY CULTURAL DISCOVERY. HOWEVER IF THE CONTRACTOR ENCOUNTERS ANY CULTURAL DISCOVERY WITHIN THE LIMITS OF THE PROJECT, THEY
ARE TO STOP WORK IN THAT IMMEDIATE AREA AND NOTIFY THE CONTRACTING OFFICER. THE
CONTRACTING OFFICE WILL REVIEW THE CONDITION AND PROVIDE DIRECTION TO THE CONTRACTOR ON
HOW TO PROCEED.
SEQUENCING PLAN TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO STARTING WORK.
SEQUENCE 2 - APRON DEMOLITION / SITE FILL / NEW APRON TIE-IN TO
FLIGHT LINE
SEQUENCE 3 - RELOCATED CDDAR BACK TO 752. 753 DEMOLITION SCOPE
THESE DIAGRAMS WERE REVIEWED WITH THE STAKEHOLDERS ON 7/9/20 AND ON 9/29/20 AND AGAIN ON 10/7/20 WITH AIRFIELD MANAGERS, ALL CONFIRMING THE INITIAL ASSUMPTIONS AS PRESENTED.
GOVERNMENT HAS CAREFULLY EXAMINED THE PHASING OR SEQUENCING PRESENTED IN THE PAGES PH101, PH102 AND PH103 AND THE IMPACTS TO VARIOUS OPERATIONS. CONTRACTOR SHALL PROVIDE THE ACCREDITING OFFICER AND STAKEHOLDERS AN ADDITIONAL OPPORTUNITIES TO FURTHER DEVELOP
SECURED FENCE LINE, UTILITY SERVICES OF THIS SCOPE.
THE SECURITY FENCE WILL BE REQUIRED TO MOVE AT EACH PHASE TO PROTECT THE INTEGRITY OF THE FLIGHT LINE ACCESS. MAINTAIN VEHICLE ACCESS FROM BUILDING 752 TO FLIGHT LINE AT ALL TIMES.
THE FOLLOWING SUMMARY CORRELATES WITH CIVIL DEQ SUBMISSION 10/19/20.
PHASE 1 SEQUENCE NOTES:
OWNER TO RELOCATE CDDAR EQUIPMENT TO BUILDING 753. WEST BAYS OF BUILDING 752 WILL HAVE LIMITED ACCESS WHILE DEMOLITION OF EXISTING ASPHALT IS REMOVED. A NEW ROAD WAY IS CONSTRUCTED PARALLEL TO THE NORTH/SOUTH AXIS ALONG THE WEST SIDE OF 752. NEW RETAINING WALL WILL SERVE TO OFFSET THE RAISED FINISHED FLOOR GRADING OF THE NEW WORK. THE FILL WILL BE BACK FILLED TO THE RETAINING WALL AND COMPACTED. REINFORCED SOIL STRUCTURES ROUTINELY SPECIFY THAT ALL SOILS BE COMPACTED TO 95% OF THE MAXIMUM DENSITY DETERMINED BY ASTM D698 -
STANDARD PROCTOR DENSITY FOR CONFORMANCE WITH THE DESIGN.
PHASE 2 SEQUENCE NOTES:
OWNER WILL RELOCATE CDDAR EQUIPMENT BACK TO BUILDING 752 UPON COMPLETION OF ROADWAY AND RETAINING WALL. PRIOR TO CONTINUANCE OF REMAINING APRON DEMOLITION UP TO BUILDING 753.
SITEWORK WILL BE PREPPED TO ENABLE LARGE EQUIPMENT TO SERVICE FROM THE EAST SIDE OF 753.
PHASE 3 SEQUENCE NOTES:
THE SCOPE OF DEMOLITION INCLUDES THE ENTIRE BUILDING AND IS DEFINED UNDER SEPARATE SHEETS WITHIN THIS SET OF CONSTRUCTION DOCUMENTS. DEMOLITION SITE WORK INCLUDES REMOVAL OF FOUNDATIONS, SUPER STRUCTURE, EXISTING SIDEWALKS, WORKING AROUND UNDERGROUND UTILITIES, AND REGRADING WITH SITE LOADED FILL. COORDINATION OF ITEMS, IF ANY, WHICH ARE TO BE SALVAGED, PROTECTED AND/OR STORED SHALL BE IDENTIFIED IN THE ARCHITECTURAL DEMOLITION SHEETS.
COORDINATE OF HAUL OFF ROUTES AND LAY DOWN AREAS PER CIVIL SCOPE. DEBRIS PILES SHALL BE
FURTHER DEVELOPED WITH INPUT FROM BASE OFFICIALS.
FIRE WATER PUMP STATION 758 WILL BE DEMOLISHED IN THIS SCOPE. BASE ENGINEERS HAVE PROVIDED DIRECTION THAT NO BUILDINGS DOWNSTREAM TO THE FACILITY WILL BE EFFECTED. IF ALTERNATIVE SUPPLY FOR FIRE SYSTEMS ARE NECESSARY, IT SHALL BE PERFORMED OUTSIDE THE SCOPE OF THIS WORK. TERMINATION OF ANY GIS UNDERGROUND LINES SHALL BE CAPPED IN ACCORDANCE WITH BASE
STANDARD OR BUILDING CODE, WHICHEVER STANDARD IS MORE RESTRICTIVE.
PHASE 4 SEQUENCE NOTES:
CONSTRUCTION OF A NEW 76,000 SQFT (APPROXIMATELY) HANGAR SUPPORTING SIX F22A RAPTORS PER
THE SCOPE OF THESE CONSTRUCTION DOCUMENTS ALSO REFERENCED TO AS CONSOLIDATED
OPERATIONS AND MAINTENANCE HANGAR, OR COMH. PREP AND CARE SHALL BE COORDINATED TO LIMIT IMPACT TO ADJACENT SQUADRON OPERATIONS DURING CONSTRUCTION. THIS PHASE SHALL INCLUDE THE CUTTING AND PATCHING OF DANFORTH FOR UTILITY CONNECTIONS. REBUILDING OF ADJACENT APRON
FOOTPRINT OF BOTH WEST AND EAST SIDES IS APART OF THIS SCOPE.
PHASE 5 SEQUENCE NOTES:
TO LIMIT IMPACT TO 789, AND ITS OPERATIONS, THE LAST SEQUENCE SHALL BE SUBPHASED TO MAINTAIN TOWWAY ACCESS FROM 789 TO THE FLIGHTLINE. THIS SEQUENCE MAY INCLUDE REMOVAL OF EAST POV PARKING AREA. THIS SEQUENCE ALSO INCLUDES COORDINATED DEMOLITION OF THE EXISTING ASPHALT ROAD, SUPPORTING APRON RETAINING WALL AND THE APRON PAVEMENT. NEW FILL AND NEW PCC SLAB TO BE TIED IN AT THE UFC PERCENTAGE. ANGLED PARKING ON DANFORTH AVE SHALL BE INCLUDED AS A BID OPTION. SEE AIRFIELDS PLANS FOR COORDINATION AND SCOPE REQUIREMENTS. SECTIONAL REPLACEMENT OF APRON PAVEMENT IS PRIORITY TO MAINTAIN SERVICE AND ACCESS TO FLIGHTLINE
WHICH MAY REQUIRE ALTERATIONS TO THIS PLAN. PHASING SEQUENCE ASSUMES GOVERNMENT-
PROVIDED WING WALKERS DURING CONSTRUCTION TO REDUCE WINGTIP CLEARANCES TO 10 FEET.
CONTRACTOR AND CONTRACTING OFFICER TO COORDINATE FINAL PHASING. PHASES 4 AND 5 HAVE THE POTENTIAL TO AFFECT LOGISTICAL OPERATIONS OF HANGAR 789. IN ORDER TO REDUCE IMPACT, A MEETING TO DETERMINE THE CONSTRUCTION SEQUENCE WILL ESTABLISH A FINAL COURSE OF ACTION.
SEQUENCE 5 - 789 EAST ACCESS IMPACT / APRON AND
RETAINING WALL DEMOLITION / NEW APRON EAST AND WEST
SEQUENCE 4 - NEW BUILDING CONSTRUCTION
SECURE BOUNDARY
GENERAL NOTES
1. SAFETY: CONSTRUCTION ACTIVITIES AND THE COMPLETED CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH ALL APPLICABLE SUBPARTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REGULATIONS 29, CODE OF FEDERAL REGULATIONS (CFR) 1910 AND 1926, AND THE CURRENT
VERSION OF THE EM-385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL.
2. PREVENT DAMAGE: COORDINATE ALL WORK WITH WEATHER CONDITIONS AND TEMPORARY MEASURES TO ENSURE THAT STRUCTURES TO REMAIN ARE NOT AFFECTED BY WEATHER CONDITIONS AND REMAIN
WATER TIGHT AT ALL TIMES.
3. REFER TO APPENDIX OF SPEC SECTION 02 41 00 - DEMOLITION "RECORD DRAWINGS" FOR AS-BUILT
CONDITIONS TO ASSIST IN DETERMINING SCOPE OF WORK.
4. CONTRACTOR REQUIRED TO COMPLETE FULL SURVEY PRIOR TO START OF ANY DEMOLITION WORK.
5. DETERMINE ROAD AND SIDEWALK CLOSURE REQUIREMENTS PRIOR TO DEMOLITION WORK.
COORDINATE WITH USAF/USACE.
6. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
EXISTING BUILDING
EXISTING BUILDING
E FLIGHT LINE ROAD
DANFORTH AVE
OWNER SHALL RELOCATE
CDDAR EQUIPMENT TO
VACATED BLDG 753 PRIOR TO
BEGINNING WORK ON PHASE
MAINTAIN 22'-0" MINIMUM ACCESS TO
FLIGHT LINE FOR CDDAR EQUIPMENT
AT ALL TIMES
EXISTING BUILDING
MAINTAIN 22'-0" MINIMUM ACCESS TO
FLIGHT LINE FOR CDDAR EQUIPMENT
AT ALL TIMES
DEMOLISH PORTION
OF APRON ASPHALT,
REFER CIVIL
DRAWINGS FOR
EXTENTS
+/- 54' - 0"
SECURE BOUNDARY,
TYP.
22' - 0"
MAINTAIN SIDEWALK OPEN TO PEDESTRIAN TRAFFIC
SECURE
BOUNDARY, TYP.
22' - 0"
EXISTING BUILDING
EXISTING BUILDING
E FLIGHT LINE ROAD
DANFORTH AVE
OWNER TO RELOCATE
CDDAR EQUIPMENT BACK
TO BLDG 752 AFTER
COMPLETION OF NEW
AIRFIELD ACCESS ROAD
MAINTAIN ACCESS TO FLIGHT LINE
FOR CDDAR EQUIPMENT AT ALL TIMES
EXISTING BUILDING
CONSTRUCT NEW
SECURED AIRFIELD
ACCESS SERVICE ROAD
AND RETAINING WALL
DEMOLISH REMAINING
PORTION OF APRON
ASPHALT UP TO
BUILDING 753
SECURE
BOUNDARY, TYP.
PROVIDE TEMPORARY ROAD DETOUR
AROUND WORK AREA ALONG FLIGHT
LINE ROAD. COORDINATE WITH
COMMANDING OFFICER TO MAINTAIN
REQUIRED ACCESS TO ADJACENT
BUILDINGS AND APRONS.
SECURE GATE
US Army Corps of Engineers ®
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SCALE: 1/64" = 1'-0"
D1
CONSTRUCTION SEQUENCING PLAN - PHASE 1
SCALE: 1/64" = 1'-0"
A1
CONSTRUCTION SEQUENCING PLAN - PHASE 2
SCALE: = 1'-0"
0 64 12864
1/64"
N
NOTE: THE SECURED BOUNDARY AND PHASING
LIMITS ARE SHOWN DIAGRAMMATICALLY AS
REFERENCE ONLY. THE LOCATION SHALL BE
COORDINATED WITH ALL DISCIPLINES HAVING
RESPONSIBILITY. THE CONTRACTING OFFICER
SHALL HAVE THE FINAL RESPONSIBILITY PER THE
SCOPE CONSIDERING AND DEFINED BY THIS
SCOPE OF WORK.
2"
10" HEF
10" FIRE
DN
EXISTING BUILDING
EXISTING BUILDING
E FLIGHT LINE ROAD
DANFORTH AVE
SECURE BOUNDARY, TYP.
PROVIDE TEMPORARY ROAD DETOUR
AROUND WORK AREA ALONG FLIGHT
LINE ROAD. COORDINATE WITH
COMMANDING OFFICER TO MAINTAIN
REQUIRED ACCESS TO ADJACENT
BUILDINGS AND APRONS.
AREA OF ROAD PATCH FOR
UTILITIES CONNECTIONS,
REFER CIVIL DRAWINGS FOR
DETAILS
CONSTRUCTION SEQUENCE LEGEND
SEQUENCING PLAN LEGEND & SHEET NOTES
SEQUENCE 1 - RELOCATE CDDAR TO 753. DEMOLISH PORTION OF APRON
BETWEEN 753/752 IMPACT TO WEST ACCESS OF 752 / RETAINING WALL
CONSTRUCTION / NEW SERVICE ROADWAY
GENERAL SEQUENCING NOTES
CULTURAL DISCOVERY STATEMENT:
THE AE TEAM FOR THE F22 FTU PROJECT HAS NO KNOWLEDGE OF ANY CULTURAL DISCOVERY. HOWEVER IF THE CONTRACTOR ENCOUNTERS ANY CULTURAL DISCOVERY WITHIN THE LIMITS OF THE PROJECT, THEY
ARE TO STOP WORK IN THAT IMMEDIATE AREA AND NOTIFY THE CONTRACTING OFFICER. THE
CONTRACTING OFFICE WILL REVIEW THE CONDITION AND PROVIDE DIRECTION TO THE CONTRACTOR ON
HOW TO PROCEED.
SEQUENCING PLAN TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO STARTING WORK.
SEQUENCE 2 - APRON DEMOLITION / SITE FILL / NEW APRON TIE-IN TO
FLIGHT LINE
SEQUENCE 3 - RELOCATED CDDAR BACK TO 752. 753 DEMOLITION SCOPE
THESE DIAGRAMS WERE REVIEWED WITH THE STAKEHOLDERS ON 7/9/20 AND ON 9/29/20 AND AGAIN ON 10/7/20 WITH AIRFIELD MANAGERS, ALL CONFIRMING THE INITIAL ASSUMPTIONS AS PRESENTED.
GOVERNMENT HAS CAREFULLY EXAMINED THE PHASING OR SEQUENCING PRESENTED IN THE PAGES PH101, PH102 AND PH103 AND THE IMPACTS TO VARIOUS OPERATIONS. CONTRACTOR SHALL PROVIDE THE ACCREDITING OFFICER AND STAKEHOLDERS AN ADDITIONAL OPPORTUNITIES TO FURTHER DEVELOP
SECURED FENCE LINE, UTILITY SERVICES OF THIS SCOPE.
THE SECURITY FENCE WILL BE REQUIRED TO MOVE AT EACH PHASE TO PROTECT THE INTEGRITY OF THE FLIGHT LINE ACCESS. MAINTAIN VEHICLE ACCESS FROM BUILDING 752 TO FLIGHT LINE AT ALL TIMES.
THE FOLLOWING SUMMARY CORRELATES WITH CIVIL DEQ SUBMISSION 10/19/20.
PHASE 1 SEQUENCE NOTES:
OWNER TO RELOCATE CDDAR EQUIPMENT TO BUILDING 753. WEST BAYS OF BUILDING 752 WILL HAVE LIMITED ACCESS WHILE DEMOLITION OF EXISTING ASPHALT IS REMOVED. A NEW ROAD WAY IS CONSTRUCTED PARALLEL TO THE NORTH/SOUTH AXIS ALONG THE WEST SIDE OF 752. NEW RETAINING WALL WILL SERVE TO OFFSET THE RAISED FINISHED FLOOR GRADING OF THE NEW WORK. THE FILL WILL BE BACK FILLED TO THE RETAINING WALL AND COMPACTED. REINFORCED SOIL STRUCTURES ROUTINELY SPECIFY THAT ALL SOILS BE COMPACTED TO 95% OF THE MAXIMUM DENSITY DETERMINED BY ASTM D698 -
STANDARD PROCTOR DENSITY FOR CONFORMANCE WITH THE DESIGN.
PHASE 2 SEQUENCE NOTES:
OWNER WILL RELOCATE CDDAR EQUIPMENT BACK TO BUILDING 752 UPON COMPLETION OF ROADWAY AND RETAINING WALL. PRIOR TO CONTINUANCE OF REMAINING APRON DEMOLITION UP TO BUILDING 753.
SITEWORK WILL BE PREPPED TO ENABLE LARGE EQUIPMENT TO SERVICE FROM THE EAST SIDE OF 753.
PHASE 3 SEQUENCE NOTES:
THE SCOPE OF DEMOLITION INCLUDES THE ENTIRE BUILDING AND IS DEFINED UNDER SEPARATE SHEETS WITHIN THIS SET OF CONSTRUCTION DOCUMENTS. DEMOLITION SITE WORK INCLUDES REMOVAL OF FOUNDATIONS, SUPER STRUCTURE, EXISTING SIDEWALKS, WORKING AROUND UNDERGROUND UTILITIES, AND REGRADING WITH SITE LOADED FILL. COORDINATION OF ITEMS, IF ANY, WHICH ARE TO BE SALVAGED, PROTECTED AND/OR STORED SHALL BE IDENTIFIED IN THE ARCHITECTURAL DEMOLITION SHEETS.
COORDINATE OF HAUL OFF ROUTES AND LAY DOWN AREAS PER CIVIL SCOPE. DEBRIS PILES SHALL BE
FURTHER DEVELOPED WITH INPUT FROM BASE OFFICIALS.
FIRE WATER PUMP STATION 758 WILL BE DEMOLISHED IN THIS SCOPE. BASE ENGINEERS HAVE PROVIDED DIRECTION THAT NO BUILDINGS DOWNSTREAM TO THE FACILITY WILL BE EFFECTED. IF ALTERNATIVE SUPPLY FOR FIRE SYSTEMS ARE NECESSARY, IT SHALL BE PERFORMED OUTSIDE THE SCOPE OF THIS WORK. TERMINATION OF ANY GIS UNDERGROUND LINES SHALL BE CAPPED IN ACCORDANCE WITH BASE
STANDARD OR BUILDING CODE, WHICHEVER STANDARD IS MORE RESTRICTIVE.
PHASE 4 SEQUENCE NOTES:
CONSTRUCTION OF A NEW 76,000 SQFT (APPROXIMATELY) HANGAR SUPPORTING SIX F22A RAPTORS PER
THE SCOPE OF THESE CONSTRUCTION DOCUMENTS ALSO REFERENCED TO AS CONSOLIDATED
OPERATIONS AND MAINTENANCE HANGAR, OR COMH. PREP AND CARE SHALL BE COORDINATED TO LIMIT IMPACT TO ADJACENT SQUADRON OPERATIONS DURING CONSTRUCTION. THIS PHASE SHALL INCLUDE THE CUTTING AND PATCHING OF DANFORTH FOR UTILITY CONNECTIONS. REBUILDING OF ADJACENT APRON
FOOTPRINT OF BOTH WEST AND EAST SIDES IS APART OF THIS SCOPE.
PHASE 5 SEQUENCE NOTES:
TO LIMIT IMPACT TO 789, AND ITS OPERATIONS, THE LAST SEQUENCE SHALL BE SUBPHASED TO MAINTAIN TOWWAY ACCESS FROM 789 TO THE FLIGHTLINE. THIS SEQUENCE MAY INCLUDE REMOVAL OF EAST POV PARKING AREA. THIS SEQUENCE ALSO INCLUDES COORDINATED DEMOLITION OF THE EXISTING ASPHALT ROAD, SUPPORTING APRON RETAINING WALL AND THE APRON PAVEMENT. NEW FILL AND NEW PCC SLAB TO BE TIED IN AT THE UFC PERCENTAGE. ANGLED PARKING ON DANFORTH AVE SHALL BE INCLUDED AS A BID OPTION. SEE AIRFIELDS PLANS FOR COORDINATION AND SCOPE REQUIREMENTS. SECTIONAL REPLACEMENT OF APRON PAVEMENT IS PRIORITY TO MAINTAIN SERVICE AND ACCESS TO FLIGHTLINE
WHICH MAY REQUIRE ALTERATIONS TO THIS PLAN. PHASING SEQUENCE ASSUMES GOVERNMENT-
PROVIDED WING WALKERS DURING CONSTRUCTION TO REDUCE WINGTIP CLEARANCES TO 10 FEET.
CONTRACTOR AND CONTRACTING OFFICER TO COORDINATE FINAL PHASING. PHASES 4 AND 5 HAVE THE POTENTIAL TO AFFECT LOGISTICAL OPERATIONS OF HANGAR 789. IN ORDER TO REDUCE IMPACT, A MEETING TO DETERMINE THE CONSTRUCTION SEQUENCE WILL ESTABLISH A FINAL COURSE OF ACTION.
SEQUENCE 5 - 789 EAST ACCESS IMPACT / APRON AND
RETAINING WALL DEMOLITION / NEW APRON EAST AND WEST
SEQUENCE 4 - NEW BUILDING CONSTRUCTION
SECURE BOUNDARY
GENERAL NOTES
1. SAFETY: CONSTRUCTION ACTIVITIES AND THE COMPLETED CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH ALL APPLICABLE SUBPARTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REGULATIONS 29, CODE OF FEDERAL REGULATIONS (CFR) 1910 AND 1926, AND THE CURRENT
VERSION OF THE EM-385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL.
2. PREVENT DAMAGE: COORDINATE ALL WORK WITH WEATHER CONDITIONS AND TEMPORARY MEASURES TO ENSURE THAT STRUCTURES TO REMAIN ARE NOT AFFECTED BY WEATHER CONDITIONS AND REMAIN
WATER TIGHT AT ALL TIMES.
3. REFER TO APPENDIX OF SPEC SECTION 02 41 00 - DEMOLITION "RECORD DRAWINGS" FOR AS-BUILT
CONDITIONS TO ASSIST IN DETERMINING SCOPE OF WORK.
4. CONTRACTOR REQUIRED TO COMPLETE FULL SURVEY PRIOR TO START OF ANY DEMOLITION WORK.
5. DETERMINE ROAD AND SIDEWALK CLOSURE REQUIREMENTS PRIOR TO DEMOLITION WORK.
COORDINATE WITH USAF/USACE.
6. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
EXISTING BUILDING
EXISTING BUILDING
E FLIGHT LINE ROAD
DANFORTH AVE
EXISTING BUILDING
PROTECT EXISTING DUCT
BANK DURING DEMOLITION
IN THIS GENERAL VICINITY
SECURE BOUNDARY, TYP.
PROVIDE TEMPORARY ROAD DETOUR
AROUND WORK AREA ALONG FLIGHT
LINE ROAD. COORDINATE WITH
COMMANDING OFFICER TO MAINTAIN
REQUIRED ACCESS TO ADJACENT
BUILDINGS AND APRONS.
FENCE AND GATE
US Army Corps of Engineers ®
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
3/16/2021 9:07:48 AM
PH102
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A1
CONSTRUCTION SEQUENCING PLAN - PHASE 4
SCALE: 1/64" = 1'-0"
D1
CONSTRUCTION SEQUENCING PLAN - PHASE 3
SCALE: = 1'-0"
0 64 12864
1/64"
N
NOTE: THE SECURED BOUNDARY AND PHASING
LIMITS ARE SHOWN DIAGRAMMATICALLY AS
REFERENCE ONLY. THE LOCATION SHALL BE
COORDINATED WITH ALL DISCIPLINES HAVING
RESPONSIBILITY. THE CONTRACTING OFFICER
SHALL HAVE THE FINAL RESPONSIBILITY PER THE
SCOPE CONSIDERING AND DEFINED BY THIS
SCOPE OF WORK.
2"
10" HEF
10" FIRE
DN
CONSTRUCTION SEQUENCE LEGEND
SEQUENCING PLAN LEGEND & SHEET NOTES
SEQUENCE 1 - RELOCATE CDDAR TO 753. DEMOLISH PORTION OF APRON
BETWEEN 753/752 IMPACT TO WEST ACCESS OF 752 / RETAINING WALL
CONSTRUCTION / NEW SERVICE ROADWAY
GENERAL SEQUENCING NOTES
CULTURAL DISCOVERY STATEMENT:
THE AE TEAM FOR THE F22 FTU PROJECT HAS NO KNOWLEDGE OF ANY CULTURAL DISCOVERY. HOWEVER IF THE CONTRACTOR ENCOUNTERS ANY CULTURAL DISCOVERY WITHIN THE LIMITS OF THE PROJECT, THEY
ARE TO STOP WORK IN THAT IMMEDIATE AREA AND NOTIFY THE CONTRACTING OFFICER. THE
CONTRACTING OFFICE WILL REVIEW THE CONDITION AND PROVIDE DIRECTION TO THE CONTRACTOR ON
HOW TO PROCEED.
SEQUENCING PLAN TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO STARTING WORK.
SEQUENCE 2 - APRON DEMOLITION / SITE FILL / NEW APRON TIE-IN TO
FLIGHT LINE
SEQUENCE 3 - RELOCATED CDDAR BACK TO 752. 753 DEMOLITION SCOPE
THESE DIAGRAMS WERE REVIEWED WITH THE STAKEHOLDERS ON 7/9/20 AND ON 9/29/20 AND AGAIN ON 10/7/20 WITH AIRFIELD MANAGERS, ALL CONFIRMING THE INITIAL ASSUMPTIONS AS PRESENTED.
GOVERNMENT HAS CAREFULLY EXAMINED THE PHASING OR SEQUENCING PRESENTED IN THE PAGES PH101, PH102 AND PH103 AND THE IMPACTS TO VARIOUS OPERATIONS. CONTRACTOR SHALL PROVIDE THE ACCREDITING OFFICER AND STAKEHOLDERS AN ADDITIONAL OPPORTUNITIES TO FURTHER DEVELOP
SECURED FENCE LINE, UTILITY SERVICES OF THIS SCOPE.
THE SECURITY FENCE WILL BE REQUIRED TO MOVE AT EACH PHASE TO PROTECT THE INTEGRITY OF THE FLIGHT LINE ACCESS. MAINTAIN VEHICLE ACCESS FROM BUILDING 752 TO FLIGHT LINE AT ALL TIMES.
THE FOLLOWING SUMMARY CORRELATES WITH CIVIL DEQ SUBMISSION 10/19/20.
PHASE 1 SEQUENCE NOTES:
OWNER TO RELOCATE CDDAR EQUIPMENT TO BUILDING 753. WEST BAYS OF BUILDING 752 WILL HAVE LIMITED ACCESS WHILE DEMOLITION OF EXISTING ASPHALT IS REMOVED. A NEW ROAD WAY IS CONSTRUCTED PARALLEL TO THE NORTH/SOUTH AXIS ALONG THE WEST SIDE OF 752. NEW RETAINING WALL WILL SERVE TO OFFSET THE RAISED FINISHED FLOOR GRADING OF THE NEW WORK. THE FILL WILL BE BACK FILLED TO THE RETAINING WALL AND COMPACTED. REINFORCED SOIL STRUCTURES ROUTINELY SPECIFY THAT ALL SOILS BE COMPACTED TO 95% OF THE MAXIMUM DENSITY DETERMINED BY ASTM D698 -
STANDARD PROCTOR DENSITY FOR CONFORMANCE WITH THE DESIGN.
PHASE 2 SEQUENCE NOTES:
OWNER WILL RELOCATE CDDAR EQUIPMENT BACK TO BUILDING 752 UPON COMPLETION OF ROADWAY AND RETAINING WALL. PRIOR TO CONTINUANCE OF REMAINING APRON DEMOLITION UP TO BUILDING 753.
SITEWORK WILL BE PREPPED TO ENABLE LARGE EQUIPMENT TO SERVICE FROM THE EAST SIDE OF 753.
PHASE 3 SEQUENCE NOTES:
THE SCOPE OF DEMOLITION INCLUDES THE ENTIRE BUILDING AND IS DEFINED UNDER SEPARATE SHEETS WITHIN THIS SET OF CONSTRUCTION DOCUMENTS. DEMOLITION SITE WORK INCLUDES REMOVAL OF FOUNDATIONS, SUPER STRUCTURE, EXISTING SIDEWALKS, WORKING AROUND UNDERGROUND UTILITIES, AND REGRADING WITH SITE LOADED FILL. COORDINATION OF ITEMS, IF ANY, WHICH ARE TO BE SALVAGED, PROTECTED AND/OR STORED SHALL BE IDENTIFIED IN THE ARCHITECTURAL DEMOLITION SHEETS.
COORDINATE OF HAUL OFF ROUTES AND LAY DOWN AREAS PER CIVIL SCOPE. DEBRIS PILES SHALL BE
FURTHER DEVELOPED WITH INPUT FROM BASE OFFICIALS.
FIRE WATER PUMP STATION 758 WILL BE DEMOLISHED IN THIS SCOPE. BASE ENGINEERS HAVE PROVIDED DIRECTION THAT NO BUILDINGS DOWNSTREAM TO THE FACILITY WILL BE EFFECTED. IF ALTERNATIVE SUPPLY FOR FIRE SYSTEMS ARE NECESSARY, IT SHALL BE PERFORMED OUTSIDE THE SCOPE OF THIS WORK. TERMINATION OF ANY GIS UNDERGROUND LINES SHALL BE CAPPED IN ACCORDANCE WITH BASE
STANDARD OR BUILDING CODE, WHICHEVER STANDARD IS MORE RESTRICTIVE.
PHASE 4 SEQUENCE NOTES:
CONSTRUCTION OF A NEW 76,000 SQFT (APPROXIMATELY) HANGAR SUPPORTING SIX F22A RAPTORS PER
THE SCOPE OF THESE CONSTRUCTION DOCUMENTS ALSO REFERENCED TO AS CONSOLIDATED
OPERATIONS AND MAINTENANCE HANGAR, OR COMH. PREP AND CARE SHALL BE COORDINATED TO LIMIT IMPACT TO ADJACENT SQUADRON OPERATIONS DURING CONSTRUCTION. THIS PHASE SHALL INCLUDE THE CUTTING AND PATCHING OF DANFORTH FOR UTILITY CONNECTIONS. REBUILDING OF ADJACENT APRON
FOOTPRINT OF BOTH WEST AND EAST SIDES IS APART OF THIS SCOPE.
PHASE 5 SEQUENCE NOTES:
TO LIMIT IMPACT TO 789, AND ITS OPERATIONS, THE LAST SEQUENCE SHALL BE SUBPHASED TO MAINTAIN TOWWAY ACCESS FROM 789 TO THE FLIGHTLINE. THIS SEQUENCE MAY INCLUDE REMOVAL OF EAST POV PARKING AREA. THIS SEQUENCE ALSO INCLUDES COORDINATED DEMOLITION OF THE EXISTING ASPHALT ROAD, SUPPORTING APRON RETAINING WALL AND THE APRON PAVEMENT. NEW FILL AND NEW PCC SLAB TO BE TIED IN AT THE UFC PERCENTAGE. ANGLED PARKING ON DANFORTH AVE SHALL BE INCLUDED AS A BID OPTION. SEE AIRFIELDS PLANS FOR COORDINATION AND SCOPE REQUIREMENTS. SECTIONAL REPLACEMENT OF APRON PAVEMENT IS PRIORITY TO MAINTAIN SERVICE AND ACCESS TO FLIGHTLINE
WHICH MAY REQUIRE ALTERATIONS TO THIS PLAN. PHASING SEQUENCE ASSUMES GOVERNMENT-
PROVIDED WING WALKERS DURING CONSTRUCTION TO REDUCE WINGTIP CLEARANCES TO 10 FEET.
CONTRACTOR AND CONTRACTING OFFICER TO COORDINATE FINAL PHASING. PHASES 4 AND 5 HAVE THE POTENTIAL TO AFFECT LOGISTICAL OPERATIONS OF HANGAR 789. IN ORDER TO REDUCE IMPACT, A MEETING TO DETERMINE THE CONSTRUCTION SEQUENCE WILL ESTABLISH A FINAL COURSE OF ACTION.
SEQUENCE 5 - 789 EAST ACCESS IMPACT / APRON AND
RETAINING WALL DEMOLITION / NEW APRON EAST AND WEST
SEQUENCE 4 - NEW BUILDING CONSTRUCTION
SECURE BOUNDARY
GENERAL NOTES
1. SAFETY: CONSTRUCTION ACTIVITIES AND THE COMPLETED CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH ALL APPLICABLE SUBPARTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REGULATIONS 29, CODE OF FEDERAL REGULATIONS (CFR) 1910 AND 1926, AND THE CURRENT
VERSION OF THE EM-385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL.
2. PREVENT DAMAGE: COORDINATE ALL WORK WITH WEATHER CONDITIONS AND TEMPORARY MEASURES TO ENSURE THAT STRUCTURES TO REMAIN ARE NOT AFFECTED BY WEATHER CONDITIONS AND REMAIN
WATER TIGHT AT ALL TIMES.
3. REFER TO APPENDIX OF SPEC SECTION 02 41 00 - DEMOLITION "RECORD DRAWINGS" FOR AS-BUILT
CONDITIONS TO ASSIST IN DETERMINING SCOPE OF WORK.
4. CONTRACTOR REQUIRED TO COMPLETE FULL SURVEY PRIOR TO START OF ANY DEMOLITION WORK.
5. DETERMINE ROAD AND SIDEWALK CLOSURE REQUIREMENTS PRIOR TO DEMOLITION WORK.
COORDINATE WITH USAF/USACE.
6. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
EXISTING BUILDING
EXISTING BUILDING
E FLIGHT LINE ROAD
DANFORTH AVE
MAINTAIN AIRCRAFT ACCESS TO
FLIGHT LINE FROM BUILDING 789
AT ALL TIMES, EXCEPT DURING
5C-3
5C-1
5C-2
5C-4
5C-3
SECURE BOUNDARY, TYP.
5D
SECURE BOUNDARY, TYP.
5A
5B
PROVIDE TEMPORARY ROAD DETOUR
AROUND WORK AREA ALONG FLIGHT
LIGHT ROAD. COORDINATE WITH
COMMANDING OFFICER TO MAINTAIN
REQUIRED ACCESS TO ADJACENT
BUILDINGS AND APRONS.
8' - 0" TYP.
6"
6"
BARRICADE NOTES:
1. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE REFLECTIVE WITH SMOOTH SURFACE TYPE REFLECTIVE SHEETING.
2. FLASHING RED CAUTION LIGHTS SHALL BE BATTERY OR SOLAR OPERATED AND SHALL MAINTAIN SUCH INTENSITY SO AS TO BE
READILY IDENTIFIED FROM DISTANCES OF AT LEAST 200 FEET DURING DARKNESS.
3. IF FLAGS ARE USED ON BARRICADE, FLAGS SHALL ALTERNATE ORANGE AND WHITE FROM ONE BARRICADE TO THE NEXT. INSTALL
FLAG AND STAFF TO ENSURE THAT THE FLAG WILL REMAIN EXTENDED AT ALL TIMES.
4. INSTALLED BARRICADES SHALL BE FILLED WITH WATER AFTER PLACEMENT. DURING SUB-FREEZING TEMPERATURES, BARRICADES
SHALL BE FILLED WITH POTASSIUM ACETATE OR CALCIUM CHLORIDE
5. BARRICADES SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER AND
AS REQUIRED BY THE CONTRACTOR TO PROTECT THE WORK AREA. THE PHASE DURING WHICH EACH BARRICADE IS TO REMAIN IN PLACE IS INDICATED BY THE PHASING DRAWINGS. BARRICADES SHALL BE INSTALLED AT THE BEGINNING OF EACH PHASE AND SHALL REMAIN IN PLACE THROUGHOUT THE PHASE. IF THE CONTRACTOR MUST TEMPORARILY REMOVE ANY OF THE BARRICADES (TO ALLOW CONSTRUCTION TRAFFIC TO TRAVEL INTO OR OUT OF THE CONSTRUCTION AREA, OR TO COMPLETE CONSTRUCTION AT THE PHASE BOUNDARY), THE CONTRACTOR SHALL PROVIDE A FLAGMAN TO PREVENT AIRCRAFT OR VEHICLE TRAFFIC FROM INADVERTENTLY TRAVELING INTO THE CONSTRUCTION AREA UNTIL THE BARRICADE IS REPLACED AT ITS ORIGINAL POSITION.
6. LOW PROFILE BARRICADES SHALL CONFORM TO UFC 3-260-04, SECTION 8-6. BARRICADE SEGMENTS MAY BE LOCKED CONTINUALLY OR OPTIONALLY SPACED WITH A 4' MAX. GAP, UNLESS OTHERWISE SPECIFIED BY THE CONTRACTING OFFICER. INTERNAL WATER BALLAST SHALL PROVIDE ADEQUATE STABILIZATION TO PREVENT MOVEMENT FROM JET OR PROP BLAST.
7. ALL BARRICADES SHALL DELINEATE THE AREA TO BE PROTECTED AND THE BARRICADE LINE SHALL EXTEND TO THE EDGES OF
PAVEMENT OR AS DIRECTED BY THE CONTRACTING OFFICER.
8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTENANCE OF BARRICADES INCLUDING LIGHTS DURING CONSTRUCTION.
ALL LIGHTS SHALL BE KEPT IN OPERABLE CONDITION. BARRICADES OR COMPONENTS SHALL BE REPLACED WHEN EXHIBITING SIGNS
OF DAMAGE OR DETERIORATION.
8' - 0" TYP. 4' - 0" MAX. 8' - 0" TYP.
1. TEMPORARY TRANSITIONS SHALL BE PROVIDED AS NECESSARY IN ORDER TO
MAINTAIN AIRCRAFT ACCESS TO EXISTING HANGAR BAYS DUE TO ELEVATION
DIFFERENCES BETWEEN NEW AND EXISTING PAVEMENTS.
2. THE LENGTH OF TEMPORARY ASPHALT TRANSITION VARIES. EXTEND TRANSITION
FROM PROPOSED CONCRETE TO EXISTING CONCRETE AT A 3% SLOPE.
EXISTING CONCRETE
PAVEMENT
TEMPORARY ASPHALT
TRANSITION (3% SLOPE)
NEW CONCRETE PAVEMENT
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
3/16/2021 9:07:53 AM
PH103
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A1
LOW PROFILE BARRICADE DETAIL
SCALE: 1/2" = 1'-0"
C1
LOW PROFILE BARRICADE INSTALLATION SPACING
SCALE: 1/2" = 1'-0"
C6
TEMPORARY TRANSITION DETAIL
SCALE: = 1'-0"
0 2 42
1/2"
SCALE: = 1'-0"3"
NOTE: THE SECURED BOUNDARY AND PHASING
LIMITS ARE SHOWN DIAGRAMMATICALLY AS
REFERENCE ONLY. THE LOCATION SHALL BE
COORDINATED WITH ALL DISCIPLINES HAVING
RESPONSIBILITY. THE CONTRACTING OFFICER
SHALL HAVE THE FINAL RESPONSIBILITY PER THE
SCOPE CONSIDERING AND DEFINED BY THIS
SCOPE OF WORK.
PARTITION LEGEND
DEMOLITION PLAN LEGEND & SHEET NOTES
EXISTING CONSTRUCTION TO BE DEMOLISHED
AN E.I.S. HAS NOT BEEN PROVIDED TO THE DESIGN TEAM AS OF THE FINAL DESIGN
DELIVERABLE. THE POTENTIAL FOR LEECHING AND CONTAMINATED DEBRIS IS LIKELY FOR
SITE STOCK PILING PRIOR TO HAUL OFF. COORDINATE WITH CONTRACTING OFFICE AND
DEMOLITION CONTRACTOR TO FURTHER CLARIFY HAZMAT REPORT PROVIDED BY OTIE.
CULTURAL DISCOVERY STATEMENT:
THE A/E TEAM FOR THE F22 FTU PROJECT HAS NO KNOWLEDGE OF ANY CULTURAL
DISCOVERY. HOWEVER IF THE CONTRACTOR ENCOUNTERS ANY CULTURAL DISCOVERY
WITHIN THE LIMITS OF THE PROJECT, THEY ARE TO STOP WORK IN THAT IMMEDIATE AREA
AND NOTIFY THE CONTRACTING OFFICER. THE CONTRACTING OFFICE WILL REVIEW THE
CONDITION AND PROVIDE DIRECTION TO THE CONTRACTOR ON HOW TO PROCEED.
FIRE WATER PUMP STARTION 758 STATEMENT:
THE A/E TEAM HAS DETERMINED WITH THE ASSISTANCE OF BASE PERSONNEL THAT THIS
BUILDING IS SERVED FROM B748 AND SUPPORTS HANGAR 753 WHICH IS IN THIS SCOPE TO
BE DEMOLISHED IN ITS ENTIRETY. THE A/E TEAM HAS NO FURTHER EXPECTATION THAT ANY
OTHER BUILDINGS WILL BE IMPACTED BY THE TERMINATION OF THE GIS LINES
UNDERGROUND AND THE DEMOLITION OF 758 FIRE WATER PUMP STATION.
A. VERIFY FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY TO CONFIRM THAT DEMOLITION
WORK CAN BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NOTIFY
CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE
INTENDED SCOPE OF WORK REFLECTED ON THE DRAWINGS PRIOR TO INITIATING DEMOLITION.
B. OSHA GUIDELINES MUST BE FOLLOWED ALONG WITH BASE PROCEDURES FOR HAZARDOUS
MATERIAL ABATEMENT, DEMOLITION AND HAUL OFF. PROTECTION OF WORKERS SHALL BE IN
COMPLIANCE WITH STATE OR FEDERAL REGULATIONS WHICHEVER IS MORE STRINGENT.
C. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC AND DENOTE INTENT.
QUESTIONS OR DISCREPANCIES REGARDING DIMENSIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING. ALL QUESTIONS SHALL BE
SUBMITTED IN THE FORM OF AN RFI (REQUEST FOR INFORMATION) BY THE CONTRACTOR.
D. COORDINATE WITH CIVIL FOR SITE DEMOLITION EXTENTS OR PORTIONS OF WORK NOT
CLEARLY IDENTIFIED IN THESE DRAWINGS.
E. COORDINATE WITH BASE TO VERIFY ALL SYSTEMS AND UTILITY LINES BOTH ABOVE AND BELOW
GRADE, PRIOR TO DEMOLITION. USE LOCAL, APPROVED BASE SUBCONSULTANTS TO MARK
AND IDENTIFY ALL UNDERGROUND SERVICES. THE CONTRACTORS SHALL SCHEDULE
COORDINATION MEETINGS ON SITE WITH BASE STAKEHOLDERS TO FORM UNDERSTANDING OF
THE ENTIRE SITE AND DEMOLITION SCOPE.
F. THE CONTRACTING OFFICER RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR
MATERIALS. A FINAL REMOVAL DATE WILL BE AGREED UPON PRIOR TO CONTRACTOR
COMMENCING WORK. ANY ITEMS REMAINING…
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