FY17_KC-46A_FTU_FTC_Simulator_Facility_Phase_2_RTA_Drawings.pdf
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FILE:
DATE:
Tulsa District
August 2016
SOLICITATION NO. W912BV-16-R-0144
JACKSON COUNTY
OKLAHOMA
KC-46A FTU FTC SIMULATOR FACILITY PHASE 2
(PROJECT NO. AGGN173001) FY-17
ALTUS AIR FORCE BASE
READY TO ADVERTISE
8/25/2016 9:45:24 AM
BURNS & McDONNELL
9400 WARD PARKWAY
KANSAS CITY, MO 64114
(816) 333-9400
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FILE:
DATE:
U.S. ARMY CORPS OF ENGINEERS
TULSA DISTRICT
OKLAHOMA
KC-46A FTU FTC SIMULATOR FACILITY PHASE 2
ALTUS AIR FORCE BASE
8/25/2016 9:40:38 AM
08/31/16
SHT.
NO. ARCHITECTURAL
2-A-001 ABBREVIATIONS & SYMBOLS
2-A-002 ARCHITECTURAL GENERAL NOTES
2-A-010 AIR BARRIER ENCLOSURE
2-A-011 PHASE 1 FLOOR PLAN - FIRST FLOOR
2-A-012 PHASE 1 FLOOR PLAN - SECOND FLOOR
2-A-100 CODE NARRATIVE
2-A-101 OVERALL LIFE SAFETY PLAN - FIRST FLOOR
2-A-102 OVERALL LIFE SAFETY PLAN - SECOND FLOOR
2-A-103 ENLARGED LIFE SAFETY PLAN - FIRST FLOOR
2-A-104 ENLARGED LIFE SAFETY PLAN - SECOND FLOOR
2-A-111 FLOOR PLAN - FIRST FLOOR
2-A-112 FLOOR PLAN - SECOND FLOOR
2-A-121 REFLECTED CEILING PLAN - FIRST FLOOR
2-A-122 REFLECTED CEILING PLAN - SECOND FLOOR
2-A-130 ROOF PLAN
2-A-200 EXTERIOR BUILDING ELEVATIONS
2-A-201 EXTERIOR BUILDING ELEVATIONS
2-A-210 TRANSLUCENT WALL PANEL ELEVATION AND
SECTION
2-A-211 ENLARGED ELEVATIONS AND DETAILS
2-A-300 BUILDING SECTIONS
2-A-301 BUILDING SECTIONS
2-A-302 BUILDING SECTIONS
2-A-303 BUILDING SECTIONS
2-A-310 WALL SECTIONS
2-A-311 WALL SECTIONS
2-A-312 WALL SECTIONS
2-A-400 ENLARGED BREAK ROOM & TOILET PLAN
2-A-401 ENLARGED TOILET PLAN
2-A-402 ENLARGED PLANS
2-A-410 ENLARGED STAIR PLANS & SECTIONS
2-A-411 ENLARGED STAIR PLANS & SECTIONS
2-A-412 ENLARGED STAIR PLANS & SECTIONS
2-A-413 STAIR DETAILS
2-A-414 STAIR DETAILS
2-A-450 MISCELLANEOUS PLAN DETAILS
2-A-500 PARTITION TYPES
2-A-501 PARTITION TYPE DETAILS
2-A-502 TYPICAL PENETRATION DETAILS
2-A-503 FLOOR TRANSITION DETAILS
2-A-504 PLAN DETAILS
2-A-505 PLAN DETAILS
2-A-506 ADA/ABA INFORMATION
2-A-507 TYPICAL ACCESSIBILITY DETAILS
2-A-510 EXTERIOR WALL AND ROOF DETAILS
2-A-511 EXTERIOR WALL AND ROOF DETAILS
2-A-512 EXTERIOR WALL AND ROOF DETAILS
2-A-513 EXTERIOR WALL AND ROOF DETAILS
2-A-514 OVERHEAD DOOR AND TRANSLUCENT WALL PANEL
DETAILS
2-A-516 CEILING DETAILS
2-A-520 ROOF DETAILS
2-A-530 MILLWORK DETAILS
2-A-600 ROOM FINISH SCHEDULE
2-A-601 INTERIOR FINISH & SIGNAGE PLAN - FIRST FLOOR
2-A-602 INTERIOR FINISH & SIGNAGE PLAN - SECOND FLOOR
2-A-610 DOOR SCHEDULE
2-A-611 DOOR DETAILS
2-A-612 DOOR DETAILS
2-A-620 WINDOW SCHEDULE AND DETAILS
2-A-630 LOUVER SCHEDULE, TYPES, AND DETAILS
2-A-701 FURNITURE PLAN - FIRST FLOOR
2-A-702 FURNITURE PLAN - SECOND FLOOR
2-A-711 SIGNAGE SCHEDULE
2-A-712 SIGNAGE DETAILS
2-A-800 PERSPECTIVES
2-AD001 DEMOLITION PLAN - GENERAL NOTES
2-AD002 DEMOLITION PLAN - FIRST FLOOR
2-AD003 DEMOLITION PLAN - SECOND FLOOR
SHT.
NO. STRUCTURAL
2-S-001 GENERAL NOTES
2-S-002 GENERAL NOTES
2-S-003 LEGEND & ABBREVIATIONS
2-S-004 STATEMENT OF SPECIAL INSPECTIONS
2-S-005 WIND ROOF LOAD
2-S-006 STANDARD FOUNDATION DETAILS
2-S-007 STANDARD CONCRETE DETAILS
2-S-008 STANDARD SLAB ON GRADE DETAILS
2-S-009 STANDARD STEEL DETAILS
2-S-010 STANDARD JOIST DETAILS
2-S-011 STANDARD ELEVATED DECK DETAILS
2-S-012 STANDARD EXTERIOR STUD WALL DETAILS
2-S-013 STANDARD MASONRY VENEER DETAILS
2-S-014 STANDARD MASONRY DETAILS
2-S-015 TYPICAL ATFP
2-S-100 FOUNDATION AND SLAB ON GRADE PLAN
2-S-101 SECOND FLOOR FRAMING PLAN
2-S-102 ROOF FRAMING PLAN
2-S-103 HIGH ROOF FRAMING PLAN
2-S-104 BRIDGE CRANE FRAMING PLAN
2-S-106 TRENCH PLANS
2-S-107 CATWALK FRAMING PLAN
2-S-200 FRAMING ELEVATION
2-S-201 FRAMING ELEVATION
2-S-202 FRAMING ELEVATION
2-S-203 FRAMING ELEVATION
2-S-300 FOUNDATION DETAILS
2-S-301 FOUNDATION DETAILS
2-S-302 FOUNDATION DETAILS
2-S-500 COLUMN SCHEDULE
2-S-501 FRAMING DETAILS
2-S-502 FRAMING DETAILS
2-S-503 FRAMING DETAILS
2-S-504 FRAMING DETAILS
2-S-506 BRACING DETAILS
2-S-507 BRACING DETAILS
2-S-508 BRACING DETAILS
2-S-509 BRACING DETAILS
2-S-601 CATWALK SECTIONS AND DETAILS
2-S-602 CATWALK SECTIONS AND DETAILS
SHT.
NO. ELECTRICAL
2-E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2
2-E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2
2-E-011 ELECTRICAL PLAN SECOND FLOOR AREAS A & B
2-E-041 ENLARGED ELECTRICAL PLANS AREAS A & B
2-E-100 ELECTRICAL SITE PLAN
2-E-101 ELECTRICAL POWER PLAN FIRST FLOOR AREA C
2-E-102 ELECTRICAL POWER PLAN SECOND FLOOR AREA C
2-E-103 MEP COORDINATION FIRST FLOOR AREA C
2-E-104 MEP COORDINATION SECOND FLOOR AREA C
2-E-111 ELECTRICAL LIGHTING PLAN FIRST FLOOR AREA C
2-E-112 ELECTRICAL LIGHTING PLAN SECOND FLOOR AREA C
2-E-121 LIGHTNING PROTECTION ROOF PLAN
2-E-201 ELECTRICAL ELEVATIONS
2-E-401 ELECTRICAL ENLARGED PLANS
2-E-402 ELECTRICAL ENLARGED PLANS
2-E-501 ELECTRICAL DETAILS
2-E-502 ELECTRICAL DETAILS
2-E-503 ELECTRICAL DETAILS
2-E-504 ELECTRICAL DETAILS
2-E-505 ELECTRICAL DETAILS
2-E-506 ELECTRICAL DETAILS
2-E-601 PANELBOARD SCHEDULES
2-E-602 PANELBOARD SCHEDULES
2-E-603 PANELBOARD SCHEDULES
2-E-611 LIGHT FIXTURE SCHEDULE
2-E-621 MEP COORDINATION SCHEDULE
2-E-701 ELECTRICAL ONE-LINE DIAGRAM
2-E-702 ELECTRICAL ONE-LINE DIAGRAM - AREAS A & B
SHT.
NO. PLUMBING
2-P-001 PLUMBING LEGEND AND ABBREVIATIONS
2-P-101 BELOW GRADE PLUMBING PLAN
2-P-102 FIRST FLOOR PLUMBING PLAN
2-P-103 SECOND FLOOR PLUMBING PLAN
2-P-401 ENLARGED SANITARY RESTROOM PLUMBING PLANS
2-P-402 ENLARGED DOMESTIC RESTROOM PLUMBING PLANS
2-P-403 ENLARGED PLUMBING PLAN - MECHANICAL ROOM
2-P-501 PLUMBING DETAILS
2-P-502 PLUMBING DETAILS
2-P-601 PLUMBING SCHEDULES
2-P-901 DOMESTIC WATER RISER DIAGRAM
2-P-902 WASTE & VENT RISER DIAGRAM
2-P-903 COMPRESSED AIR FLOW DIAGRAM
SHT.
NO. TELECOMMUNICATIONS
2-T-001 TELECOMMUNICATIONS LEGEND
2-T-011 TELECOMMUNICATIONS PLAN SECOND FLOOR AREAS A & B
2-T-041 TELECOMMUNICATIONS ENLARGED PLANS AREAS A & B
2-T-101 TELECOMMUNICATIONS PLAN FIRST FLOOR AREA C
2-T-102 TELECOMMUNICATIONS PLAN SECOND FLOOR AREA C
2-T-401 TELECOMMUNICATIONS ENLARGED PLANS
2-T-501 TELECOMMUNICATIONS DETAILS
2-T-502 TELECOMMUNICATIONS DETAILS
2-T-503 TELECOMMUNICATIONS DETAILS
2-T-701 TELECOMMUNICATIONS SCHEDULE/RISER
SHT.
NO. SECURITY
2-TY001 SECURITY SYSTEMS LEGEND, NOTES, & ABBREVIATIONS
2-TY011 SECURITY PLAN FIRST FLOOR AREA A & B
2-TY012 SECURITY PLAN SECOND FLOOR AREA A & B
2-TY101 SECURITY PLAN FIRST FLOOR AREA C
2-TY102 SECURITY PLAN SECOND FLOOR AREA C
2-TY501 SECURITY DETAILS
2-TY701 SECURITY SCHEDULE/RISER
SHT.
NO. LANDSCAPE
2-LP101 TREE PLANTING, SODDING AND SEEDING PLAN
2-LP102 IRRIGATION COVERAGE PLAN
SHT.
NO. MECHANICAL
2-M-001 MECHANICAL LEGEND & ABBREVIATIONS
2-M-101 FIRST FLOOR MECHANICAL HVAC PLAN
2-M-102 SECOND FLOOR MECHANICAL HVAC PLAN
2-M-103 FIRST FLOOR HVAC PIPING PLAN
2-M-104 SECOND FLOOR HVAC PIPING PLAN
2-M-201 CHILLED WATER FLOW DIAGRAM
2-M-202 CHILLED WATER FLOW DIAGRAM
2-M-203 HEATING WATER FLOW DIAGRAM
2-M-204 HEATING WATER FLOW DIAGRAM
2-M-301 MECHANICAL SECTIONS
2-M-302 MECHANICAL SECTIONS
2-M-303 MECHANICAL SECTION
2-M-401 MECHANICAL ROOM DUCTWORK ENLARGED PLAN
2-M-402 MECHANICAL ROOM ENLARGED PIPING PLAN
2-M-403 CHILLED WATER TIE-IN LOCATIONS
2-M-404 MECHANICAL ROOM 113 ENLARGED PLANS
2-M-501 MECHANICAL DETAILS
2-M-502 MECHANICAL DETAILS
2-M-503 MECHANICAL DETAILS
2-M-504 MECHANICAL DETAILS
2-M-505 MECHANICAL DETAILS
2-M-601 MECHANICAL SCHEDULES
2-M-602 MECHANICAL SCHEDULES
2-M-603 MECHANICAL SCHEDULES
2-M-604 MECHANICAL SCHEDULES
2-M-605 MECHANICAL SCHEDULES
2-M-701 MECHANICAL CONTROL DIAGRAMS
2-M-702 CONTROL SYSTEM SCHEMATIC CHILLED WATER
2-M-703 CONTROL SYSTEM SCHEDULE CHILLED WATER
2-M-704 CONTROL SYSTEM SCHEMATIC HEATING HOT WATER
2-M-705 CONTROL SYSTEM SCHEDULE HEATING HOT WATER
2-M-706 CONTROL SYSTEM SCHEMATIC AHU-103
2-M-707 CONTROL SYSTEM SCHEDULE AHU-103
2-M-708 CONTROL SYSTEM SCHEMATIC AHU-104
2-M-709 CONTROL SYSTEM SCHEDULE AHU-104
2-M-710 CONTROL SYSTEM SCHEMATIC FCU
2-M-711 CONTROL SYSTEM SCHEMATIC EF & RF
2-M-712 CONTROL SYSTEM SCHEDULE UH & CUH
2-M-713 CONTROL SYSTEM SCHEMATIC CRAC-107 & 203
2-M-714 CONTROL SYSTEM SCHEMATIC CRAC-105 & 106
2-M-715 CONTROL SYSTEM SCHEMATIC VAV BOX
SHT.
NO. FIRE PROTECTION
2-FA001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONS
2-FA101 FIRST FLOOR - FIRE ALARM AND MASS NOTIFICATION -
OVERALL
2-FA102 FIRST FLOOR - FIRE ALARM AND MASS NOTIFICATION -
NEW WORK
2-FA111 SECOND FLOOR - FIRE ALARM AND MASS
NOTIFICATION - OVERALL
2-FA112 SECOND FLOOR - FIRE ALARM AND MASS
NOTIFICATION - NEW WORK
2-FA501 FIRE ALARM DETAILS
2-FA601 FIRE ALARM RISER
2-FA602 FIRE ALARM MATRIX
2-FP001 FIRE SUPPRESSION NOTES, LEGEND AND
ABBREVIATIONS
2-FP101 FIRST FLOOR - FIRE SUPPRESSION - OVERALL
2-FP102 FIRST FLOOR - FIRE SUPPRESSION - NEW WORK
2-FP111 SECOND FLOOR - FIRE SUPPRESSION - OVERALL
2-FP112 SECOND FLOOR - FIRE SUPPRESSION - NEW WORK
SHT.
NO. CIVIL
2-GC001 CIVIL LEGEND AND ABBREVIATIONS
2-GC002 LOCATION PLAN AND VICINITY MAP
2-GC101 ACCESS AND SAFETY PLAN
2-GC102 ACCESS AND SAFETY NOTES
2-V101 EXISTING CONDITIONS PLAN
2-B-101 BORING LOCATION PLAN
2-B-102 BORING LOG 1 OF 2
2-B-103 BORING LOG 2 OF 2
2-CD100 DEMOLITION PLAN
2-CS100 OVERALL SITE PLAN
2-CS101 ENLARGED SITE PLAN 1 OF 2
2-CS102 ENLARGED SITE PLAN 2 OF 2
2-CS400 RIGID PAVEMENT JOINTING AND ELEVATION PLAN
2-CS501 SITE DETAILS 1 OF 2
2-CS502 SITE DETAILS 2 OF 2
2-CS503 PAVEMENT DETAILS 1 OF 2
2-CS504 PAVEMENT DETAILS 2 OF 2
2-CG100 OVERALL GRADING PLAN
2-CG101 ENLARGED GRADING PLAN 1 OF 2
2-CG102 ENLARGED GRADING PLAN 2 OF 2
2-CG120 EROSION AND SEDIMENT CONTROL PLAN
2-CG200 OVEREXCAVATION GRADING PLAN
2-CG501 EROSION CONTROL DETAILS 1 OF 2
2-CG502 EROSION CONTROL DETAILS 2 OF 2
2-CP100 OVERALL CATHODIC PROTECTION PLAN
2-CP501 CATHODIC PROTECTION DETAILS
2-CU100 OVERALL UTILITY PLAN
2-CU101 ENLARGED UTILITY PLAN 1 OF 2
2-CU102 ENLARGED UTILITY PLAN 2 OF 2
2-CU201 UTILITY PROFILES
2-CU501 UTILITY DETAILS 1 OF 3
2-CU502 UTILITY DETAILS 2 OF 3
2-CU503 UTILITY DETAILS 3 OF 3
GUY & ANCHOR
FIRE HYDRANT
WATER METER
GAS METER
UTILITY POLE
GM
LIGHT POLE
75.0
FINISH GRADE ELEVATION (PLAN)
CONCRETE SIDEWALK
VEHICULAR CONCRETE PAVEMENT
CONCRETE (SECTION)
ASPHALT (SECTION)
EARTH (SECTION)
XXXX
CASING PIPE
CULVERT WITH END WALL(s)
CULVERT WITH END SECTIONS
BUILDINGS AND STRUCTURES
CURB AND GUTTER
ROADS AND PAVED AREAS
SIDEWALKS
TOP OR TOE OF SLOPE TO MATCH EXIST. GRADE UNLESS AN ELEVATION
OR SLOPE IS INDICATED.
SECTION INDICATORS
SIGN
ELECTRICAL MANHOLE
TRANSFORMER/SWITCHGEAR
BM
VERTICAL CONTROL POINT (BENCH MARK)
4"G UTILITY REMOVAL
X X FENCE DEMOLITION
REDUCER
CAP, PLUG, BLIND FLANGE
VERTICAL CONTROL POINT
(TEMPORARY BENCH MARK)
VERTICAL CONTROL POINT
(USGS BENCH MARK)
C
COMMUNICATIONS MANHOLE
PP
GATE-SHOWING
DIRECTION OF SWING
LEGEND
TREES AND SHRUBS
TREE AND SHRUB REMOVAL
MAJOR CONTOUR (1.00')
BM
STORM MANHOLE
SANITARY
SEWER MANHOLE
SANITARY SEWER
CLEANOUT
ROOF DRAIN DOWNSPOUT
SIGN
TREEC TREE
ASPHALT PAVEMENT
REMOVAL/DEMOLITION
C TREE
F D
C
FIRE DEPARTMENT CONNECTION
CENTERLINE
STORM SEWER
SANITARY SEWER8"SS
XX
12"W
WATER LINE
4"G
UL
XX
GAS LINE
UNDERGROUND STREET LIGHTING CIRCUIT
POST INDICATOR VALVE
WATER LINE VALVE
FLOW LINE
SLOPE INDICATOR
TOP
TOE
XX
METAL SLAT FENCE
UE UNDERGROUND ELECTRIC LINE
TEMPORARY CHAINLINK FENCE
DIMENSION LINE EXTENSION BEYOND
MATCH LINE OR EDGE OF DRAWING
MATCH LINE
18"RCP
C
REINFORCED CONCRETE PIPE
COMMUNICATION LINE
SD 100' @1.00%
18" CLASS IV RCP
SILT FENCE
SS
RESTRAINED JOINT (THRUST BLOCK)
DIRECTION OF TRAVEL
(FOR CLARITY, NOT CONSTRUCTION)
GM
WV
1269.93
CO
PUG
D
S
CO
FOUND PROPERTY CORNER
GAS LINE VALVE
ELECTRIC OR TELEPHONE JUNCTION BOX
SPOT ELEVATION
75.0
CONTROL MONUMENT
FLARED END SECTION
AC- ACRE
ACM- ASBESTOS CONTAINING MATERIAL
ACP- ACCESS CONTROL POINT
ADA- AMERICANS WITH DISABILITIES ACT
ASTM- AMERICAN SOCIETY FOR TESTING AND MATERIALS
ATFP- ANTI-TERRORISM/FORCE PROTECTION
B/C- BACK OF CURB
B/L- BUILDING LINE
BMP- BEST MANAGEMENT PRACTICES
C-C- CENTER TO CENTER
COE- CORPS OF ENGINEERS
CPNODE- CATHODIC PROTECTION SYSTEM NODE
CMP- CORRUGATED METAL PIPE
CI- CURB INLET OR CAST IRON PIPE
CGI- CURB/GUTTER INLET
CO- CLEAN OUT/CONTRACTING OFFICER
DEPT- DEPARTMENT
DI- DUCTILE IRON OR DROP INLET
DIA- DIAMETER
D.N.D.- DO NOT DISTURB
DS- DOWNSPOUT
DWG- DRAWING
EL/ELEV- ELEVATION
FDC- FIRE DEPARTMENT CONNECTION
FES- FLARED END SECTION
FF- FINISH FLOOR
FH- FIRE HYDRANT
FL- FLOW LINE
FNC- FENCE
FOD- FOREIGN OBJECT DEBRIS
FT- FOOT
FTC- FLIGHT TRAINING CENTER
FuT- FUSELAGE TRAINER
FW- FIREWATER
GI- GRATED INLET
HDPE- HIGH DENSITY POLYETHYLENE
HW- HEADWALL
ID- INSIDE DIAMETER
MAX- MAXIMUM
MH- MANHOLE
MIN- MINIMUM
MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NO- NUMBER
NPW- NON-POTABLE WATER
NTS- NOT TO SCALE
OC- ON CENTER
OC EW- ON CENTER EACH WAY
OD- OUTSIDE DIAMETER
ODEQ- OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY
ODOT- OKLAHOMA DEPARTMENT OF TRANSPORTATION
OSHA- OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PC- POINT OF CURVATURE
PCC- PORTLAND CEMENT CONCRETE
PE- POLYETHYLENE
PI- POINT OF INTERSECTION
PIV- POST INDICATOR VALVE
POV- PRIVATELY OWNED VEHICLE
PSI- POUNDS PER SQUARE INCH
PT- PHYSICAL TRAINING, POINT OF TANGENCY
PUG- POWER UNDERGROUND
PVC- POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE
PVI- POINT OF VERTICAL INTERSECTION
PVT- POINT OF VERTICAL TANGENCY
RCP- REINFORCED CONCRETE PIPE
RFDC- REMOTE FIRE DEPARTMENT CONNECTION
RFP- REQUEST FOR PROPOSAL
SS- SANITARY SEWER
SSMH- SANITARY SEWER MANHOLE
SD- STORM DRAIN
SDI- STORM DRAIN INLET
SDMH- STORM DRAIN MANHOLE
ST- STREET
SWPPP- STORM WATER POLLUTION PREVENTION PLAN
T/C- TOP OF CURB
(TYP)- TYPICAL
U/E- UTILITY EASEMENT
WM- WATER METER
WV- WATER VALVE
WW- WASTE WATER
WWF- WELDED WIRE FABRIC
LETTER DESIGNATION
OF SECTION/DETAIL
DWG. NO. WHERE
SECTION IS DETAILED
TREE
EXISTING NEW DESCRIPTION
LEGEND
EXISTING NEW DESCRIPTION
LEGEND
EXISTING NEW DESCRIPTION
LEGEND
ABBREVIATIONS DESCRIPTION
XXX
XX
XX
XXX
CO
GAS VENT PIPE
E
C
G
X
W
X
C
X
ES
X
T TELEPHONE MANHOLE
GROUNDING POINT
GAS LINE MARKER
SF
TS-XX
CATHODIC PROTECTION TEST STATION
FOR HYDRANT ASSEMBLY W/ 2 MAG
TS-XX
CATHODIC PROTECTION TEST STATION
SINGLE FITTING W/ 2 MAG
TS-XX
CATHODIC PROTECTION TEST STATION
SINGLE FITTING W/ 1 MAG
B-XX
INF-XX
RES-XX
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
BORING LOCATION
RESISTIVITY TEST LOCATION
INFILTRATION TEST LOCATION
POTENTIAL BORROW AND
STOCKPILE LOCATION
STAGING/LAYDOWN AREA
PROJECT SITE
LIMITS OF CONSTRUCTION
CONTRACTOR HAUL ROUTE
TEMPORARY CONSTRUCTION
SNOW FENCE
CATV
FOS
FO
E
X
X
X
SD
AIRCRAFT FUELING LINE
FIBER OPTIC LINE
CABLE TELEVISION LINE
VEHICULAR ASPHALT PAVEMENT
70.00
GRADED-CRUSHED
AGGREGATE (SECTION)
8/23/2016 1:00 PM
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(SEE SHEET 2-GC101)
PROJECT LOCATION
ALTUS AIR FORCE BASE, OKLAHOMA
SITE LOCATION
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F AVENUE
HIGHWAY 62
HIGHWAY 62
ORDNANCE ROAD
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8/23/2016 1:00 PM
Z:\Clients\ANF\USCOE\SwT\89371_AltusFTC2\Design\Civil\Sheets\89371-GC002.dwg
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SOUTH GATE
MAIN GATE
SECURITY POLICE
FIRE DEPARTMENT
CONSTRUCTION MANAGMENT
BASE CE OFFICE
CP#1
(60 D N
AIL)
CP#1
(60 D N
AIL)
CP#1
(60 D N
AIL)
CP#1
(M
AG N
AIL)
CP#1
(60 D N
AIL)
CP#1
2 R
ESET (C
OE M
ON)
T A
X I W
T
A
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I
W
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A
X
I
W
T
A
X
I
W
E
N
U
E
T
H
S
T
R
E
E
T
FIR AVENUE
R
E
E
T
R
E
E
T
FIR AVENUE
R
E
E
E
N
U
E
D A
VENUE
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E
E
T
R
E
E
T
R
E
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S
T
O
P
S
T
O
P
S
T
O
P
XX
XX
XX
X X
E 1582936.37
TEMPORARY
CHAINLINK FENCE
N 485616.78
E 1583060.33
TEMPORARY CHAINLINK FENCE
N 485830.93
CP#151(60D NAIL)
CP#121(60D NAIL)
CP#152(60D NAIL)
CP#150(MAG NAIL)
CP#153(60D NAIL)
CP#12 RESET (COE MON)
E
N
U
E
R
E E
T
F
E
N
U
E
T
H
S
T R
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STOP
S T
O P
S T
O P
8/24/2016 8:13 AM
Z:\Clients\ANF\USCOE\SwT\89371_AltusFTC2\Design\Civil\Sheets\89371-GC101.dwg
PROJECT SITE
(SEE ENLARGED
PLAN THIS SHEET)
E
N
U
E
N
D
S
T R
E E
T
S
T
S
T R
E E
T
FIR AVENUE
R
E
E
T
R
E
E
T
S
C
O U
N T
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O A
D
AIRFIELD
APRON
O
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D
N
A
N
A
D
S
T
S
T R
E E
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R
E E
T
A L T
A
D
B AVENUE
E AVENUE
F AVENUE
AIRFIELD
APRON
AIRFIELD
APRON
HIGHWAY 62
ORDNANCE ROAD
R
E
E
T
R
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E
T
E. FALCON ROAD
E
N
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LEGEND:
NOTES:
1. SEE SHEET 2-GC102 FOR ACCESS AND SAFETY
NOTES.
2. TEMPORARY STORMWATER PIPE INVERT SHALL BE
INSTALLED AT BOTTOM OF SWALE ELEVATION.
CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO
INSTALLATION.
PROJECT SITE
CONTRACTOR
STAGING/LAYDOWN AREA
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
TEMPORARY CHAINLINK FENCE
TEMPORARY ORANGE
CONSTRUCTION FENCE
CONTRACTOR HAUL ROUTE
XX
B U
R N
D
O N
N E
L L
R
D
P
A R
K W
A Y
K A
N S
T
Y
US ARMY CORPS
OF ENGINEERS ®
D
2 3
C
A
B
D R
A W
I N
G
C
O D
E
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
D A
T E
C H
E C
K E
D
B
Y
S C
A L
E
SHEET
REFERENCE
NUMBER:
C O
P Y
R I G
B
U R
D
O N
N E
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I N
E E
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G
C
O M
P A
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6 7 8 9
D A
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E
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FILE:
DATE:
P R
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I N
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0 500' 1000'
200'0 100'
SCALE 1" = 100'
ENLARGED PLAN
C5
SCALE 1" = 500'
ACCESS AND SAFETY PLAN
A1
A s
I n d i c a t
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AVAILABLE AREA FOR
CONTRACTOR STAGING
AND LAYDOWN AREA
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
TEMPORARY 18-INCH STORMWATER
PIPE WITH FLARED END SECTIONS
AND RIP-RAP (SEE NOTE 2)
TEMPORARY CHAINLINK FENCE
2-CG502
C6
2-CS502
A7
EXISTING FTC
(BY AGGN143004
CONTRACT)
EXISTING
FUT
TEMPORARY ORANGE
CONSTRUCTION FENCE
CONTRACTOR
ENTRY GATE
2-CU501
A7
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NORTH
TRUE
NORTH
PLAN
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TRUE
NORTH
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ASPH
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EBOX
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HYD FUEL EMERG SHUTDOWN
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FNC
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FNC
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POST
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POST
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2-GV
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LP
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FNC
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AutoCAD SHX Text S
AutoCAD SHX Text
TELBOX
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CONC.
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AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 3"
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ASPH.
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ASPH.
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TRANS.
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EBOX TRANS
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FH
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FNC
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LP
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AutoCAD SHX Text D
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FACULTY PKNG
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CO
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SSCO
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TELBOX
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WV
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CONC.
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FL:1359.03
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10"PVC
AutoCAD SHX Text 18"H X 28"W
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BTM:1351.96'
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COMMH TR:1360.91
AutoCAD SHX Text 32"H X 50"W
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text E
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EVAULT
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LP
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POST'S
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YIELD
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TELMH TR:1359.90
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WV'S
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FH FLUSH MOUNT
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3-GNODE
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GNODE
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MW EL:1360.98
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PUG
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PUG
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PUG
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WV
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WV
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WV
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WVR
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TRANSFORMER
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FL:1359.77'
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13X16 CGOMP
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GRASS
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GRASS
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AutoCAD SHX Text 15"
AutoCAD SHX Text E
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EBOX
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EBOX
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AutoCAD SHX Text
EBOX
AutoCAD SHX Text E
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EMH TR:1360.21
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EMH TR:1360.54
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MW EL:1359.56
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MW EL:1359.84
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VPR
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POST
AutoCAD SHX Text
3" VERT. PVC PIPE
AutoCAD SHX Text
TELBOX
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TELMH TR:1359.91
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WV
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TUG
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PUG
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TUG
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TELMH TR:1360.71
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WL WV
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JP8
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24"RCP
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24"RCP
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6"RCP
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FUEL NODE
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8"TC
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10"PVC
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8"TC
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10"PVC
AutoCAD SHX Text S
AutoCAD SHX Text
SSMH TR:1358.53
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10"PVC
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
SSCO
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6"PVC
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INDUST. CONTL VALVE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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JP8 FUEL LINE
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JP8 FUEL LINE
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DIRECTION AND ANGLE UNKNOWN
AutoCAD SHX Text
POST
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FROM CADD FILE NOT LOCATED IN FIELD
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SSMTR:1360.87' FL IN:1354.01' OUT:1353.97'
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SSMH TR:1361.30' FL IN:1354.75' OUT:1354.70'
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SGDI TR:1357.75' FL IN/OUT:1354.05' FL 6" RCP:1354.43'
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SGDI TR:1359.05' FL:1354.77'
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SDMH TR:1361.47' FL IN/OUT:1358.97'
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SDMH TR:1361.02' FL:1357.09'
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SSMH TR:1359.77' FL NE:1353.40' FL NW-SE:1353.37'
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EMH TR:1352.40 BTM:1353.65'
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EMH TR:1361.18' NA ACCESS
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EMH TR: 1360.93 BTM: 1352.93
AutoCAD SHX Text
FOD CHECKPOINT
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
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ASPH
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AutoCAD SHX Text
EBOX
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HYD FUEL EMERG SHUTDOWN
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FNC
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FNC
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POST
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POST
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2-GV
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LP
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FNC
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
TELBOX
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CONC.
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AutoCAD SHX Text 12"
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 3"
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ASPH.
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ASPH.
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TRANS.
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AutoCAD SHX Text
EBOX TRANS
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AutoCAD SHX Text E
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FH
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FNC
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LP
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AutoCAD SHX Text D
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FACULTY PKNG
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CO
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SSCO
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TELBOX
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WV
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CONC.
AutoCAD SHX Text
FL:1359.03
AutoCAD SHX Text E
AutoCAD SHX Text
10"PVC
AutoCAD SHX Text 18"H X 28"W
AutoCAD SHX Text
BTM:1351.96'
AutoCAD SHX Text
COMMH TR:1360.91
AutoCAD SHX Text 32"H X 50"W
AutoCAD SHX Text 15"
AutoCAD SHX Text 24"
AutoCAD SHX Text E
AutoCAD SHX Text
EVAULT
AutoCAD SHX Text
LP
AutoCAD SHX Text
POST
AutoCAD SHX Text
POST'S
AutoCAD SHX Text
FL:1360.07
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
FL:1359.68
AutoCAD SHX Text
YIELD
AutoCAD SHX Text
YIELD
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SPEED LIMIT 25
AutoCAD SHX Text T
AutoCAD SHX Text
TELMH TR:1359.90
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WV'S
AutoCAD SHX Text E
AutoCAD SHX Text
FH FLUSH MOUNT
AutoCAD SHX Text
3-GNODE
AutoCAD SHX Text
GNODE
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MW EL:1360.98
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PUG
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PUG
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PUG
AutoCAD SHX Text T
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WV
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WV
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WV
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WVR
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TRANSFORMER
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FL:1359.77'
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13X16 CGOMP
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FL:1359.27'
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GRASS
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GRASS
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text E
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EBOX
AutoCAD SHX Text E
AutoCAD SHX Text
EBOX
AutoCAD SHX Text E
AutoCAD SHX Text
EBOX
AutoCAD SHX Text E
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EMH TR:1360.21
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EMH TR:1360.54
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MW EL:1359.56
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MW EL:1359.84
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VPR
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POST
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3" VERT. PVC PIPE
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TELBOX
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TELMH TR:1359.91
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WV
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TUG
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PUG
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TUG
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WL WV
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JP8
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24"RCP
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24"RCP
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6"RCP
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24"RCP
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15"RCP
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FUEL NODE
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8"TC
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10"PVC
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8"TC
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10"PVC
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CO
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SSCO
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INDUST. CONTL VALVE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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FUEL NODE
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JP8 FUEL LINE
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JP8 FUEL LINE
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DIRECTION AND ANGLE UNKNOWN
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DIR & LOCATION UNKNOWN
AutoCAD SHX Text
POST
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FROM CADD FILE NOT LOCATED IN FIELD
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SSMTR:1360.87' FL IN:1354.01' OUT:1353.97'
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SSMH TR:1361.30' FL IN:1354.75' OUT:1354.70'
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SGDI TR:1357.75' FL IN/OUT:1354.05' FL 6" RCP:1354.43'
AutoCAD SHX Text
SGDI TR:1359.05' FL:1354.77'
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DGDI TR:1359.29' FLIN/OUT:1356.09'
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SDMH TR:1361.47' FL IN/OUT:1358.97'
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SDMH TR:1361.02' FL:1357.09'
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EMH TR:1352.40 BTM:1353.65'
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EMH TR:1361.18' NA ACCESS
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EMH TR: 1360.93 BTM: 1352.93
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FOD CHECKPOINT
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
8"
GENERAL NOTES:
1. ALTUS AFB BASE CIVIL ENGINEERING FORM AF-103 DIG PERMIT SHALL BE
ROUTED THROUGH THE CONTRACTING OFFICER. THIS MAY TAKE
APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON COMPLETION
CONTRACTOR SHALL CALL OKIE ONE-CALL FOR UTILITY LOCATING SERVICES
AT 1-800-522-6543.
2. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE
CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. MAXIMUM EQUIPMENT
HEIGHT IS 150'-0". CONTRACTOR SHALL COORDINATE WITH ALTUS BASE CE
OFFICE FOR ANY TEMPORARY AIRFIELD WAIVERS.
3. THE STABILIZED CONSTRUCTION ENTRANCE LOCATION, AS SHOWN ON
2-GC101, SHALL BE DETERMINED BY THE CONTRACTOR, COORDINATED AND
APPROVED BY THE CONTRACTING OFFICER.
4. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE
CONTRACTING OFFICER IF A UTILITY LINE IS DISTURBED.
5. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF
CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL
PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS
REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE
FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE OR GOVERNMENT
PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO RECORDING OF
THE EXISTING STATE FOR THE PROJECT LIMITS. ACCESS POINTS, HAUL
ROUTES, LAYDOWN AREA AND ANY OTHER AREAS DISTURBED BY THE
CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR A
PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS
POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE PERFORMED.
6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL
OF STATE, LOCAL, AND GOVERNMENT REGULATORY AGENCIES AND THE
CONTRACTING OFFICER.
7. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS, STATE, LOCAL, AND GOVERNMENT CODES, ORDINANCES,
AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN
REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST
STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST
STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING
OFFICER IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL
BE CONSIDERED FINAL.
8. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE
CONTRACTING OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN BASE
APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT
THEIR POINT OF CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW
UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE
CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED
CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR TO
EXCAVATION FOR THE NEW LINES.
9. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR
TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH
GREATER THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE
EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE
CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES,
WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE WITH THE
CONTRACTING OFFICER AND DESIGN ENGINEER.
RECORD DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES
THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD
DRAWINGS IN CADD FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING
OFFICER.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE
RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING OFFICER
APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON
APPROVED CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED
TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND
CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE
INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION
DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING
CONSTRUCTION.
ACCESS AND SAFETY NOTES:
ACCESS AND STAGING
1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES,
AND EQUIPMENT IS ILLUSTRATED ON SHEET 2-GC101. ACCESS ROUTES MAY
BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON ALTUS
AFB. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED
SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE TEMPORARY
CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND
EMPLOYEES TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE A
MINIMUM NOTICE OF 48 HOUR ADVANCE NOTICE TO THE CONTRACTING
OFFICER REGARDING CONSTRUCTION DELIVERIES. DELIVERIES SHALL BE
SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 4:00 PM.
3. CONTRACTOR'S STAGING AREA AND EMPLOYEE PARKING WILL BE LOCATED
AS INDICATED ON SHEET 2-GC101 OR AS DIRECTED BY THE CONTRACTING
OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING AREA
LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA SHALL BE SUBJECT
TO APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. LOCATION OF
CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT WORK AREA.
4. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH
THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE
ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK
SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE
HAUL ROAD LOCATIONS SHALL BE AS INDICATED ON SHEET 2-GC101 AND
APPROVED BY THE CONTRACTING OFFICER.
5. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN
A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS
AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.
CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM
DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
6. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING
CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION
OF EXISTING SITE. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND VIDEO
RECORDING OF THE EXISTING PROJECT SITE, ALL HAUL ROADS, ALL BORROW
AREAS, ETC. PRIOR TO STARTING ANY WORK.
7. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY ALTUS
AFB SECURITY POLICE WHEN ENTERING OR EXITING THE BASE AND MAY
EXPERIENCE DELAYS. ALL PERSONNEL, VEHICLES, AND TRAILERS ENTERING
OR EXITING ALTUS AFB MUST HAVE A VALID PHOTO ID PER BASE SECURITY
REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE
CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND
CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. ALL CONTRACTOR
VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING
WITH THE BASE SECURITY OFFICER IN OBTAINING PROPER SECURITY
CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS. WHEN NOT
ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S
CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE
WORK/STAGING AREA.
8. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER
CONCERNING ANY GOVERNMENT OWNED EQUIPMENT REQUIRING
RELOCATION TO COMPLETE PROJECT.
9. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER,
POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF
THE CLOSURE. SEE NOTE 5, TRAFFIC CONTROL.
10. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND
ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND
STORM WATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND
LOCAL REGULATIONS.
11. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY
ENFORCED. ALL CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES WHEN
TRAVELING ON ALTUS AFB PROPERTY.
COORDINATION AND COMMUNICATION
1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT
TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT
ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE
JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE
RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE
ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT
AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE
SHALL BE PROVIDED.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT
COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING
OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR
SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
TRAFFIC CONTROL
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE LIMITS OF
CONSTRUCTION BY USING REINFORCED ORANGE TEMPORARY
CONSTRUCTION FENCE AND CHAINLINK FENCE AS APPROVED BY THE
CONTRACTING OFFICER.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH
COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY
VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO
SOUND AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 15 CALENDAR DAYS TO
ALTUS AFB AND THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO
THE ROAD REQUIRING CLOSURE.
6. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO
CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE
THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE
SATISFACTION OF THE CONTRACTING OFFICER.
7. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED
ONTO THE ROADS/STREETS FROM CONTRACTOR'S EQUIPMENT OR
OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE
CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED
METHODS DURING WORKING HOURS. ADDITIONAL CONSTRUCTION FENCE
MAY BE REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL
SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING
FROM WIND, AIRCRAFT PROPWASH, OR JET BLAST.
EQUIPMENT AND STOCKPILE HEIGHT
1. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS
OR ARMS LOWERED TO THEIR LOWEST ELEVATION.
2. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS,
OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE
AVIATION SURFACES. RED OBSTRUCTION LIGHT, 360 DEGREES, SHALL BE
PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF
MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.
3. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND
LIGHTED IN ACCORDANCE WITH FAA AC 70/7460. ALL HAZARDOUS AREAS
(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD MUST
BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR
ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL NECESSARY
INFORMATION TO THE BASE CE FOR CONSTRUCTION CRANES, EQUIPMENT,
AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL FORMS SHALL BE
APPROVED PRIOR TO USING OR BRINGING EQUIPMENT ON SITE.
CONTRACTOR TO SUBMIT 7460 FORMS TO FAA FOR ALL CONSTRUCTION.
4. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT
OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC
150/5370-2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY
OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 150'-0" IN
HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460
APPROVAL. COORDINATE WITH ALTUS BASE CE OFFICE FOR LOCAL
OBSTRUCTION APPROVAL. WHEN EQUIPMENT IS EXPECTED TO PENETRATE
THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED
ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 60 DAYS TO
THE CONTRACTING OFFICER AND BASE AIRFIELD OPERATIONS PRIOR TO THE
START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM
7460 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE
ISSUED BY BASE AIRFIELD OPERATIONS AND THE CONTRACTING OFFICER
AFTER APPROVAL BY THE FAA.
5. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT
STEADY BURNING FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES
NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.
OTHER SAFETY REQUIREMENTS
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS
AND THE USCAE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL".
2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR
TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY CONCERNS
IMMEDIATELY.
3. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY
TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING
OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF
WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION
OF THE CONTRACTING OFFICER.
4. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY
GOVERNMENT OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.
5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL DUST
CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE
OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE
PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF
SOURCE.
6. GASOLINE, DIESEL FUEL, OIL,…
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