W912Pl-17-R-0017_Drawings.pdf
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SHEET
IDENTIFICATION
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P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
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A e t a i l e d
D e s i g n r a w i n g s L
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A
G d w g
LOLA_G-001.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE 01/20/2017
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US Army Corps of Engineers
SACRAMENTO DISTRICT
F-35A LIVE ORDNANCE LOADING AREA (LOLA)
Nellis AFB, Nevada
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G-001
X
Project Number: RKMF 14-3002
20 JANUARY 2017
/s/ Rick Poeppelman, P.E.
CHIEF, ENGINEERING DIVISION
/s/ SCOTT TINCHER, P.E.
CHIEF, DESIGN BRANCH
DAVID G. RAY, P.E.
PREPARED UNDER THE DIRECTION OF
PROJECT SITE
BERGSTROM GATE
(AREA II GATE)
INSPECTION
STATION
DELIVERY HAUL ROUTE
BEALE GATE
MAIN GATE
NELLIS GATE
NEVADA
CALIFORNIA
ARIZONA
UTAH
IDAHO
OREGON
NELLIS AFB,
LAS VEGAS, NV
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SHEET
IDENTIFICATION
D A
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A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
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H E
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P R
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L A e r p o u o t
D a t e
T i m e a m
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P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
G d w g
LOLA_G-002.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
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VICINITY MAP
NTS
HAUL ROUTE MAP
NTS
PROJECT SITE MAP
1" = 1500'
0 1500' 3000'
CLEANOUT
ASPHALT PAVEMENT
CONCRETE
HANDICAP PARKING
BOLLARD
LEGEND:
EXISTING NEW
CONTRACTOR STAGING
AND LAYDOWN AREA
COMMUNICATION DUCT BANK
SANITARY SEWER LINE
POTABLE WATER LINE
ELECTRIC LINE (OVERHEAD)
AGGREGATE
EXTERIOR BUILDING WALL
ELECTRIC LINE (BURIED)
ALUMINUM CONDUCTOR STEEL REINFORCED
ADMINISTRATION
ANTI-TERRORISM FORCE PROTECTION
AVENUE
BUILDING
BOULEVARD
COMMUNICATIONS MANHOLE
CONCRETE MASONRY UNIT
COMMUNICATIONS
DRIVE
ELECTRICAL DUCT BANK
ELEVATOR
ENERGY INDEPENDENCE SECURITY ACT
ELECTRICAL MANHOLE
FOOT
GROUND CONTROL SYSTEM
GEOGRAPHIC INFORMATION SYSTEM
HANDHOLE
LIVE ORDINANCE LOADING AREA
MACHINE
MECHANICAL
MANHOLE
MINIMUM
METAL
OPERATIONS
ROAD
REQUIRED
ROOM
SENSITIVE COMPARTMENTED INFORMATION
SERVICE
SQUARE FOOT
TYPICAL
UNLESS OTHERWISE NOTED
UNITED STATES CORPS OF ENGINEERS
VESTIBULE
ACSR
ADMIN
ATFP
AVE
BLDG
BLVD
CMH
CMU
COMM
DR
EDB
ELEV
EISA
EMH
FT
GCS
GIS
HH
LOLA
MACH
MECH
MH
MIN
MTL
OPS
RD
REQ
RM
SCIF
SERV
SF
TYP
UNO
USACE
VEST
FUEL OIL LINE
W
SS
FIRE HYDRANT
POST INDICATOR VALVE
VALVE
RIPRAP
ELECTRICAL DUCT BANK
EDB
C
MANHOLE
TRANSFORMER
JUNCTION BOX
PHONE
END OF TAXIWAY AIRFIELD LIGHTING
CULVERT
CP
ABOVE GROUND AIRFIELD LIGHTING
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IDENTIFICATION
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SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
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L A e r s h o o t
D a t e T i m e a m
D R
A W
I N
G N
A D a t a C o r p F e d e r a l P r o j e c t s F
S D
Z
H o m e P r o j e c t s
N e l l i s
A
L A
D e t a i l e d
D e s i g n
D r a w i n g s L O
L A
G d w g
LOLA_G-003.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
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P L O
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C A
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P
L O
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D
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D A
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M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-100.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
NOTES:
1. SEE SHEETS G-003 AND FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. NEW BERMS SHALL BE CONTINUOS OR OVERLAP
SUFFICIENTLY TO PROVIDE COVERAGE FOR 20
AIRCRAFT.
800'0 400'
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P
L O
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D A
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M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
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N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-101.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL PAVEMENT
SECTIONS.
4. MAINTAIN LOLA APRON HIGH POINT
ELEVATION = 1840.
A W
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F I
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B
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D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-102.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL ROAD CROSS
SECTION AND TYPICAL PAVEMENT SECTIONS.
4. MAINTAIN LOLA APRON HIGH POINT
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-103.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL ROAD CROSS
SECTION AND TYPICAL PAVEMENT SECTIONS.
4. MAINTAIN LOLA APRON HIGH POINT
60'0 30'
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-104.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
A
N
S H
E E
C-104
T C
H
L
I N
E
S
H E
60'0 30'
MATCH LINE SEE SHEET C-105 NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL ROAD CROSS
SECTION AND TYPICAL PAVEMENT SECTIONS.
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
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S I Z
E
S U
B M
I T
T E
D
B
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P L O
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S
C A
L E
P
L O
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D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-105.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
A
N
S H
E E
C-105
T C
H
L
I N
E
S
E
60'0 30'
MATCH LINE SEE SHEET C-106 NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL ROAD CROSS
SECTION AND TYPICAL PAVEMENT SECTIONS.
4. MAINTAIN ROAD ELEVATION OF 1839 UNTIL
REQUIRED SLOPE TO ROUNDABOUT ELEVATION.
MATCH LINE SEE SHEET C-104
A W
I N
G
C
O D
E
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-106.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
C-103
C-105C-104
100'0 50'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. SEE SHEET C-500 FOR TYPICAL ROAD CROSS
SECTION AND TYPICAL PAVEMENT SECTIONS.
4. MAINTAIN ROAD ELEVATION OF 1839 UNTIL
REQUIRED SLOPE TO ROUNDABOUT ELEVATION.
A W
I N
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O D
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F I
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C K
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B
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D E
S I G
N E
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B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
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M A
R K
A P
P R
D A
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F I
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B E
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S I Z
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P L O
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L E
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L O
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A T
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D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
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H
A M
L I N
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O J E
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A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-107.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
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S
E
N
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L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
A
N
S H
E E
C-107
100'0 50'
A
T C
H
L
I N
E
S
L
O W
M A
T C
H
L
I N
E
S
E
M A
T C
H
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I N
E
S
O
V E
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
E x
E x
E x
E x
E x
E x
E x
E x
E x
FO
x
FO
x
FO
x
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O x
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O x
F O x
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W x
W x
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S I G
N E
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R I P
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4 5
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M A
R K
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P R
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S I Z
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M A
R K
D E
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R I P
T I O
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S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
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O J E
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L O
L A e r p o u o t
D a t e
T i m e a m
D R
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P r o j e c t s
N e l l i s
A
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A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-108.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
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C-103
C-105C-104
NOTES:
1. SEE SHEETS G-020 AND G-021 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-010 FOR LOCATION AND VICINITY
PLAN.
L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
A
N
S H
E E
C-108
A
T
L
O
W
MATCH LINE SEE ABOVE
M A
T C
H
L
I N
E
S
E
A W
I N
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C
O D
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F I
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D W
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Y
C K
D
B
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D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
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S U
B M
I T
T E
D
B
Y
P L O
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C A
L E
P
L O
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D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
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N C
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L O
A D
I N
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A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-120.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
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S
E
N
V
NOTES:
1. SEE SHEETS G-003 AND FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
A W
I N
G
C
O D
E
F I
M
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D W
N
B
Y
C K
D
B
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D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
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D
2 3
C
4 5
A
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M A
R K
A P
P R
D A
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F I
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B E
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S I Z
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S U
B M
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D
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P L O
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L E
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L O
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A T
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D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
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N A
N C
E
L O
A D
I N
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A
R E
A
L O
L A
U s e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-121.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
60'0 30'
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. INSTALL ALL TAXIWAY/APRON EDGE LIGHTS IN
ACCORDANCE TO UFC 3-535-01, LATEST ADDITION.
LAYOUT SHOWN AS TYPICAL.
4. ALL NEW WATER LINE SIZES SHOWN ARE MINIMUM
DIAMETER.
NOTES:
KEYED NOTES:
PROVIDE UNIT SUBSTATION AT END OF
SUNSHADE STRUCTURE. PROVIDE POWER
TO LIGHTING AND RECEPTACLES AT SUNSHADE
FROM SUBSTATION. PROVIDE PHONE AND
DATA CONNECTION. ALL EQUIPMENT FED
FROM CREW BUILDING.
PROVIDE FIBER TO JUNCTION BOX. COIL FIBER
IN BOX FOR FUTURE USE,
PROVIDE ELEVATED TAXIWAY/APRON EDGE
LIGHTS (L-861) BLUE LENS THAT IS ETL CERTIFIED
AND IN COMPLIANCE WITH FAA AC 150/5345-46.
NEW FIXTURES SHALL MATCH EXISTING
FIXTURES.
FIELD LOCATE EXISTING EDGE LIGHTING CIRCUIT
FEEDER. SPLICE EXISTING CIRCUIT TO FEED
NEW LIGHTS. MAINTAIN EXISTING LIGHTING
CIRCUIT AND OPERATION AFTER SPLICE.
A W
I N
G
C
O D
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F I
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C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
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L O
A D
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A
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A
L O
L A
U s e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-122.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. INSTALL ALL TAXIWAY/APRON EDGE LIGHTS IN
ACCORDANCE TO UFC 3-535-01, LATEST ADDITION.
LAYOUT SHOWN AS TYPICAL.
4. ALL NEW WATER LINE SIZES SHOWN ARE MINIMUM
DIAMETER.
KEYED NOTES:
PROVIDE UNIT SUBSTATION AT END OF
SUNSHADE STRUCTURE. PROVIDE POWER
TO LIGHTING AND RECEPTABLES AT SUNSHADE
FROM SUBSTATION. PROVIDE PHONE AND
DATA CONNECTION. ALL EQUIPMENT FED
FROM CREW BUILDING.
PROVIDE FIBER TO JUNCTION BOX. COIL FIBER
IN BOX FOR FUTURE USE,
PROVIDE ELEVATED TAXIWAY/APRON EDGE
LIGHTS (L-861) BLUE LENS THAT IS ETL CERTIFIED
AND IN COMPLIANCE WITH FAA AC 150/5345-46.
NEW FIXTURES SHALL MATCH EXISTING
FIXTURES.
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
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N A
N C
E
L O
A D
I N
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A
R E
A
L O
L A
U s e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-123.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
MATCH LINE SEE SHEET C-124
60'0 30'
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. INSTALL ALL TAXIWAY/APRON EDGE LIGHTS IN
ACCORDANCE TO UFC 3-535-01, LATEST ADDITION.
LAYOUT SHOWN AS TYPICAL.
4. EXISTING CITY OF NORTH HOLLYWOOD VALVE/
METER VAULTS AND BACKFLOW PREVENTION
VALVES SHALL NOT BE DISTURBED. ADJUST TOP
OF VAULTS AND VALVE BOXES TO MATCH FINISHED
GRADE. CONNECT NEW 10" PVC WATER MAIN TO
EXISTING MAINS NORTH OF BACKFLOW PREVENTION
VALVES.
5. ALL NEW WATER LINE SIZES SHOWN ARE MINIMUM
DIAMETER.
NOTES:
KEYED NOTES:
PROVIDE UNIT SUBSTATION AT END OF
SUNSHADE STRUCTURE. PROVIDE POWER
TO LIGHTING AND RECEPTABLES AT SUNSHADE
FROM SUBSTATION. PROVIDE PHONE AND
DATA CONNECTION. ALL EQUIPMENT FED
FROM CREW BUILDING.
PROVIDE FIBER TO JUNCTION BOX. COIL FIBER
IN BOX FOR FUTURE USE,
PROVIDE ELEVATED TAXIWAY/APRON EDGE
LIGHTS (L-861) BLUE LENS THAT IS ETL CERTIFIED
AND IN COMPLIANCE WITH FAA AC 150/5345-46.
NEW FIXTURES SHALL MATCH EXISTING
FIXTURES.
9" TYPE II BASE
COMPACTED TO 95% OF LAB
MAXIMUM PER ASTM D1557
12" SELECT GRANULAR
MATERIAL COMPACTED
TO 90% OF LAB MAXIMUM
PER ASTM D1557 (SEE NOTE 2)
TYPICAL PAVEMENT SECTION A
SCALE: NOT TO SCALE
4" ASPHALT
COMPACT 6" SATISFACTORY
FILL TO 90% OF LAB MAXIMUM
PER ASTM D1557
AIRFIELD AC SHOULDER
SCALE: NOT TO SCALE
12" SELECT GRANULAR
MATERIAL COMPACTED
TO 90% OF LAB MAXIMUM
PER ASTM D1557 (SEE NOTE 2)
3" ASPHALT
CONCRETE
COMPACT 6" SATISFACTORY
FILL TO 90% OF LAB MAXIMUM
PER ASTM D1557
8" TYPE II BASE
COMPACTED TO 95% OF LAB
MAXIMUM PER ASTM D1557
ROUND CONC
TOP
8"Ø STEEL PIPE
FILLED /CONCRETE
(PAINTED PER BASE
STANDARDS)
BITUMINOUS JOINT
FILLER (CONC
PAVEMENT ONLY)
FINISHED GRADE OR
PAVEMENT
CONCRETE
FOUNDATION
8" 8" 8"
STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)
AND HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
NOTE:
6" TYPE II BASE
COMPACTED TO 95% OF LAB
MAXIMUM PER ASTM D1557
12" SELECT GRANULAR
MATERIAL COMPACTED
TO 90% OF LAB MAXIMUM
PER ASTM D1557 (SEE NOTE 2)
AIRFIELD CONCRETE PAVEMENT
SCALE: NOT TO SCALE
16" PCC CONCRETE
COMPACT 6" SATISFACTORY
FILL TO 90% OF LAB MAXIMUM
PER ASTM D1557
TO BE CONSTRUCTED IN ACCORDANCE
WITH SPECIFICATION SECTION 32 13 11.
NOTE:
TO BE CONSTRUCTED IN ACCORDANCE
WITH SPECIFICATION SECTION 32 12 15.13.
NOTE:
TYPICAL PAVEMENT SECTION B
SCALE: NOT TO SCALE
12" SELECT GRANULAR
MATERIAL COMPACTED
TO 90% OF LAB MAXIMUM
PER ASTM D1557 (SEE NOTE 2)
COMPACT 6" SATISFACTORY
FILL TO 90% OF LAB MAXIMUM
PER ASTM D1557
8" TYPE II BASE
COMPACTED TO 95% OF LAB
MAXIMUM PER ASTM D1557
3" ASPHALT
EXISTING
GRADE
SEE TYPICAL PAVEMENT
SECTIONS FOR LAYER
THICKNESS
TYPE II
SHOULDER
(TYP)
CUT SECTION FILL SECTION
2.00%
4.0 0%
C
L
2.00%
4.00%
6' (MIN)
4' 12' 12' 4'
10'
TYPICAL ROAD SECTION
SCALE: NOT TO SCALE
RIPRAP ARMOR
(WHERE SHOWN
ON PLAN)
TOE OF SLOPE
3'
D R
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
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S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C d w g
LOLA_C-500.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
1. PAVEMENT SECTIONS SHOWN ARE MINIMUM
REQUIREMENTS.
2. THICKNESS OF SELECT GRANULAR MATERIAL
SHALL BE 12" OR EQUAL TO THE DEPTH REQUIRED
TO REMOVE ANY EXISTING FILL OR UNSUITABLE
NATIVE SOIL, WHICHEVER IS GRATER. THE OPTIMAL
LIFT THICKNESS WILL VARY, BASED ON TYPE OF
MATERIAL AND COMPACTION EQUIPMENT, BUT
SHALL NOT EXCEED 8" IN THICKNESS LOOSE.
NOTES:
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD100.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
NOTES:
1. SEE SHEETS G-003 AND FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
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L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD101.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
3. IN THE PRESENCE OF THE CONTRACTING OFFICER
CONTRACTOR SHALL PERFORM A SURVEY OF
EXISTING EDGE LIGHTS, THRESHOLD LIGHTS, AND
RUNWAY DISTANCE MARKERS TO DETERMINE AND
RECORD THE LOCATION OF ANY NON-FUNCTIONAL
OR DAMAGED UNITS PRIOR TO CONSTRUCTION.
ANY DAMAGE OR LOSS OF FUNCTION SHOWN TO
HAVE OCCURRED DURING CONSTRUCTION MUST
BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE
TO THE GOVERNMENT.
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD102.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD103.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD105.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
M
O L I T
I O
N
P
L A
N
S H
E E
CD105
60'0 30'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. SEE SHEET G-002 FOR LOCATION AND VICINITY
PLAN.
M A
T C
H
L
I N
E
S
E
A W
I N
G
C
O D
E
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD106.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
100'0 50'
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
A W
I N
G
C
O D
E
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
S P
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
SACRAMENTO DISTRICT
S T
E P
H E
N
E
H
A M
L I N
A N
S I
D
P R
O J E
M
F
F
V
E
O
R D
N A
N C
E
L O
A D
I N
G
A
R E
A
L O
L A e r p o u o t
D a t e
T i m e a m
D R
A W
I N
G Z
P r o j e c t s
N e l l i s
A
L
A t a i l e d
D e s i g n a w i n g s L
O L
A
C D d w g
LOLA_CD108.dwg
PRELIMINARY
NOT TO BE USED
FOR CONSTRUCTION
DATE OF ISSUE
07/27/2016
N E
L L
R
S
E
N
V
CD105
CD103
NOTES:
1. SEE SHEETS G-003 FOR CIVIL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
L A
R D
I K
A
P
O U
N D
H
R A
E D
E R
S I T
E
L A
Y O
M
O L I T
I O
N
P
L A
N
S H
E E
CD108
REF. REF. REF.
A-2013
A-201
A-201
A-201
A-301
A-301
351 SF
CONFERENCE
343 SF
LEAD/PNS
243 SF
OIC/CHIEF
339 SF
CONTRACTOR
216 SF
WEAPONS
216 SF
SPECS
216 SF
APG
204 SF
SUPPORT
NCOIC
184 SF
COSO
VAULT
369 SF
COSO
OFFICE
3915 SF
SUPPORT
323 SF
MENS
198 SF
WOMENS
112 112 SF
DISPATCH
80 SF
JANITOR
297 SF
SECURE
DEBRIEF
388 SF
DEBRIEF
724 SF
MECHANICAL
100 SF
READY
ROOM
SUPPORT
100 SF
COMM
116 SF
ELECTRICAL
2065 SF
READY
ROOM
175 SF
KITCHENETTE
5' - 4" 5' - 4" 5' - 4" 5' - 4" 5' - 4" 7' - 4" 4' - 0" 4' - 0" 2' - 4" 10' - 0" 2' - 4" 4' - 0" 4' - 0" 11' - 4" 5' - 4" 5' - 4" 5' - 4" 5' - 4" 5' - 4"
25' - 9" 18' - 3" 11' - 10" 25' - 5" 16' - 2" 16' - 2"
8' - 0" 25' - 10"
17' - 6"
33' - 9"
16' - 0" 9' - 0"
19' - 10"
3' - 0"
117 118A
118B
119 120 121 122 123
003B
111 116A
114A
108107003A
104A
101B
114B
101D
101A
116B
101C
104B
19' - 4"
101E
49' - 8"
CONCRETE SIDEWALK (TYP)
DOWNSPOUT (TYP)
125 SF
MAIN
VESTIBULE
896 SF
CORRIDOR
549 SF
CORRIDOR
EWC
60 SF
VESTIBULE
60 SF
VESTIBULE
EYEWASH/
SHOWER (TYP)
A
A
B
B
AC
52' - 0"
SCREEN WALL
FOR MECH YARD
MECHANICAL YARD
COLUMN (TYP)
73' - 6"
6' - 8"
77' - 0" 79' - 0"
6' - 8" 9' - 4"
15' - 6"
16' - 2"26' - 4"
TYP
10' - 0"
A
STRUCTURAL WALL
HB C D F G
1' - 0" 36' - 6" 36' - 6" 31' - 9" 27' - 0" 27' - 0" 1' - 0"
161' - 5"
5' - 8"
E
5' - 8"
BOLLARD
(TYP)
21' - 6"
005A005B
10' - 0" 004B004A
10' - 0"
STAINLESS
STEEL
COUNTERTOP
OUTLINE OF
OVERHEAD
ROLLING DOOR
HOOD (TYP)
SOLID
SURFACE
COUNTERTOP
(TYP)
SAPF ROOM
WALK-OFF MAT
1/8" = 1'-0"
FIRST FLOOR
- 2
-0
TRUE NORTH PLAN NORTH
A S
N O
T E
D
A N
S I D
SACRAMENTO DISTRICT
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S A
C R
A M
E N
T O
C
A L
IF
O R
N
IA
S A
C R
A M
E N
T O
D
IS
T R
IC
T
P R
O J E
C T
R K
M F
-3
N E
L L
IS
A
IR
F O
R C
E B
A S
E N
V
US Army Corps of Engineers
D E
S C
R
IP
T
IO
N
D
2 3
C
A
B
M A
R K
A P
P R
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
IN
G
C O
D E
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
P
L O
T D
A T
E
S P
E C
N O
SHEET OF
/2
/2
A-101
F
IR
S T
F L O
O R
P L A
N
J S
K
IL
E S
J S
K
IL
E S
NOT TO BE USED FOR CONSTRUCTION
ISSUE DATE 7/27/2016
S T
E P
H E
N E
H
A M
L I N
C S
H O
O K
F A
L O
L A
A -1
0' 4' 8' 16' 32'
LEGEND
ALUM SOFFIT
OPEN TO
STRUCTURE
ABOVE
OPEN TO
STRUCTURE
ABOVE
DOWNSPOUT (TYP)
104 003
105 107
115111
001 120
121 122 123
005004
119118117
A
HB C D F GE
METAL FASCIA
RIDGE
METAL GUTTER
DOWNSPOUT (TYP)
S L O
P E
:1
S
L O
P E
:1
OUTLINE OF BLDG BELOW
STANDING SEAM METAL ROOF
MECHANICAL YARD BELOW
- 2
-0
TRUE NORTH PLAN NORTH
A S
N O
T E
D
A N
S I D
SACRAMENTO DISTRICT
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S A
C R
A M
E N
T O
C
A L
IF
O R
N
IA
S A
C R
A M
E N
T O
D
IS
T R
IC
T
P R
O J E
C T
R K
M F
-3
N E
L L
IS
A
IR
F O
R C
E B
A S
E N
V
US Army Corps of Engineers
D E
S C
R
IP
T
IO
N
D
2 3
C
A
B
M A
R K
A P
P R
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
IN
G
C O
D E
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
P
L O
T D
A T
E
S P
E C
N O
SHEET OF
/2
/2
A-102
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N A
N D
R O
O F
P L A
N
J S
K
IL
E S
J S
K
IL
E S
NOT TO BE USED FOR CONSTRUCTION
ISSUE DATE 7/27/2016
S T
E P
H E
N E
H
A M
L I N
C S
H O
O K
F A
L O
L A
A -1
1/16" = 1'-0"
REFLECTED CEILING PLAN
LEGEND
2X2 ACOUSTIC PANEL CEILING
GYPSUM BOARD CEILING
1/16" = 1'-0"
ROOF PLAN
0' 8' 16' 32' 64'
FIRST FLOOR
0' - 0"
TOP OF MASONRY
12' - 0"
STANDING SEAM METAL ROOF (TYP)
METAL GUTTER AND FASCIA (TYP)
SPLIT-FACED CMU (TYP)
OVERHEAD ROLLING DOOR
AH BCDFG E
FIRST FLOOR
0' - 0"
TOP OF MASONRY
12' - 0"
STOREFRONT DOOR (TYP)
SPLIT-FACED CMU (TYP)
DOWNSPOUT (TYP)
A HB C D F GE
SUN SHADE DEVICE (TYP)
40' - 0"
TYP
4' - 0"
234 1
INSULATED TRANSLUCENT
WALL PANEL SYSTEM (TYP)
2 3 41
BOLLARD
1/8" = 1'-0"
PLAN NORTH ELEVATION
1/8" = 1'-0"
PLAN SOUTH ELEVATION
- 2
-0
A S
N O
T E
D
A N
S I D
SACRAMENTO DISTRICT
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S A
C R
A M
E N
T O
C
A L
IF
O R
N
IA
S A
C R
A M
E N
T O
D
IS
T R
IC
T
P R
O J E
C T
R K
M F
-3
N E
L L
IS
A
IR
F O
R C
E B
A S
E N
V
US Army Corps of Engineers
D E
S C
R
IP
T
IO
N
D
2 3
C
A
B
M A
R K
A P
P R
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
D R
A W
IN
G
C O
D E
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
P
L O
T D
A T
E
S P
E C
N O
SHEET OF
/2
/2
A-201
B U
IL
D
IN
G
E L E
V A
T
IO
N S
J S
K
IL
E S
J S
K
IL
E S
NOT TO BE USED FOR CONSTRUCTION
ISSUE DATE 7/27/2016
S T
E P
H E
N E
H
A M
L I N
C S
H O
O K
F A
L O
L A
A -2
1/8" = 1'-0"
PLAN EAST ELEVATION
1/8" = 1'-0"
PLAN WEST ELEVATION
0' 4' 8' 16' 32'
SUN SHADE DEVICE (TYP)
FIRST FLOOR
0' - 0"
TOP OF MASONRY
12' - 0"
A-301
A-301
EMERGENCY
EYEWASH/
SHOWER
(TYP)
WORKSURFACE, ON
BRACKETS MTD TO WALL101A
003A 113 110
SUPPORT
CORRIDOR
MENS
READY
ROOM
COLUMN (TYP)
A HB C D F GE
101B 102
FIRST FLOOR
0' - 0"
TOP OF MASONRY
12' - 0"
A-301
OVERHEAD ROLLING
DOOR HOOD
FIXED WINDOW
SERVICE COUNTER AT
OVERHEAD ROLLING DOOR OVERHEAD ROLLING DOORWINDOWS FOR NCOIC OFFICE
SUPPORT
CONFERENCE
CORRIDOR
002101A
101C
101D 101E
2 3 41
3" / 1'-0" 3" / 1'-0"
FIRST FLOOR
0' - 0"
TOP OF MASONRY
12' - 0"
NOM. 4" SPLIT-
FACED CMU
MIN. R-9 CONTIUOUS
RIGID INSULATION
AIR BARRIER
2 1/2" MTL STUD
5/8" GYPSUM WALL BOARD
METAL FASCIA
STANDING SEAM
METAL ROOF
ALUM SOFFIT
INSULATED
TRANSLUCENT
PANEL
WALL BASE
FLOOR FINISH ATOP SLAB
AIR GAP
A B
COLUMN
NOM. 8" CMU BLOCK
1' - 6"
FLOOR FINISH
ATOP SLAB
WALL BASE
TYPE X 5/8"
GYPSUM WALL
BOARD
3 5/8" 20 GA METAL
STUD @ 16" O.C.
ACOUSTIC CEILING
DEFLECTION TRACK
ROOF DECK
ACOUSTIC SEALANT
FLOOR FINISH
ATOP SLAB
WALL BASE
TYPE X 5/8" GYPSUM
WALL BOARD (TWO
LAYERS EACH SIDE)
3 5/8" 20 GA METAL
STUD @ 16" O.C.
ACOUSTIC CEILING
DEFLECTION TRACK
ROOF DECK
ACOUSTIC SEALANT
SAPF
STC 50
FLOOR FINISH
ATOP SLAB
WALL BASE
TYPE X IMPACT
RESISTANT 5/8"
GYPSUM WALL
BOARD
1 5/8" METAL STUD
@ 16" O.C.
ACOUSTIC CEILING
ROOF DECK
NOM. 8" CMU BLOCK
TYPE CTYPE A TYPE B
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ISSUE DATE 7/27/2016
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1/8" = 1'-0"
LONGITUDINAL BUILDING SECTION
1/8" = 1'-0"
TRANSVERSE BUILDING SECTION
0' 4' 8' 16' 32'
1/4" = 1'-0"
EXTERIOR WALL SECTION
1/2" = 1'-0"
TYPICAL INTERIOR PARTITION TYPES
0' 2' 4' 8' 16'
SCALE: 1/8" = 1'-0"
SCALE: 1/4" = 1'-0"
0' 1' 2' 4' 8'
SCALE: 1/2" = 1'-0"
115' - 6" +/- (SEE NOTE 2)
ARMCO TYPE B REVETMENT WALL (TYP)
SUN SHADE COLUMN (TYP)
STRUCTURAL BRACING (TYP)
BOLLARD (TYP)
WINGTIP CLEARANCE
MIN 10'-0"
M
IN
C L E
A R
115' - 6" +/- (SEE NOTE 2)
5' - 6"
CONCRETE CAP
CLEAR
MIN 10'-0"
1" / 1'-0"
FLUTED METAL ROOF PANEL
DOWNSPOUT (TYP)
GUTTER
(TYP)
115' - 6" +/- (SEE NOTE 2)
SUN SHADE COLUMN (TYP)
STRUCTURAL BRACING (TYP)
ROOF STRUCTURE (TYP)
FLUTED METAL ROOF PANEL
PROVIDE GUTTER AND DOWNSPOUTS
MOMENT CONNECTION (TYP AT ENDS)
HIGH BEAM AND LOW BEAM ROOF BEAM W/ FIELD
SPLICE (TYP OF 7)
HORIZ BRACE
98' - 6"
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TRUE NORTH PLAN NORTH
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ISSUE DATE 7/27/2016
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3/32" = 1'-0"
TYPICAL SUN SHADE & REVETMENT PLAN
3/32" = 1'-0"
TYPICAL SUN SHADE ELEVATION
0' 4' 8' 16' 32'
3/32" = 1'-0"
TYPICAL SUN SHADE ROOF PLAN
NOTES:
1. STRUCTURAL MEMBERS AND CONFIGURATION HAVE
BEEN PROVIDED FOR PRELIMINARY GUIDANCE
ONLY. ALTERNATE SOLUTIONS MAY BE
ACCEPTABLE IF AN ENGINEER VALIDATES THE
DESIGN MEETS THE PROJECT PERFORMANCE
REQUIREMENTS AND IF THE GOVERNMENT GIVES
APPROVAL.
2. FINAL STRUCTURAL SPAN WILL BE DETERMINED BY
THE DOR BASED ON MIN. CLEARANCES REQUIRED
BETWEEN THE AIRCRAFT AND STRUCTURAL
ELEMENTS.
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US Army Corps of Engineers
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A-601
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ISSUE DATE 7/27/2016
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Door Schedule
DOOR NO. NOMINAL SIZE
DOOR
MATERIAL
FRAME
MATERIAL COMMENTS
001 6'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
002 6'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
003A 6'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR; SAPF; HEAVY-DUTY; CIPHER LOCK
003B 6'-0"X7'-0"X1 3/4" SCWD HM SAPF; CIPHER LOCK
004A 3'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
004B 3'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
005A 3'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
005B 3'-0"X7'-0"X1 3/4" ALUM ALUM STOREFRONT
101A 10'-0"X16'-0"2" STEEL STEEL INSULATED OVERHEAD ROLLING DOOR WITH CRASH SENSORS AND
DEADMAN SWITCH
101B 3'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR
101C 8'-0"X6'-6"X7/8" ALUM HM OVERHEAD ROLLING COUNTER DOOR
101D 4'-0"X6'-6"X7/8" ALUM HM OVERHEAD ROLLING DOOR
101E 3'-0"X7'-0"X1 3/4" SCWD HM
102 3'-0"X7'-0"X1 3/4" SCWD HM
103 3'-0"X7'-0"X1 3/4" SCWD HM SAPF - STC 50 W/ X10 LOCK
104A 3'-0"X7'-0"X1 3/4" SCWD HM
104B 6'X6'-6"X7/8" ALUM HM OVERHEAD ROLLING COUNTER DOOR
105 3'-0"X7'-0"X1 3/4" SCWD HM
106 3'-0"X7'-0"X1 3/4" SCWD HM SAPF - STC 50
107 6'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR
108 6'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR
109 3'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR W/ PUSH-BUTTON CIPHER LOCK
110 3'-0"X7'-0"X1 3/4" SCWD HM
111 3'-0"X7'-0"X1 3/4" SCWD HM
112 3'-0"X7'-0"X1 3/4" SCWD HM
113 3'-0"X7'-0"X1 3/4" SCWD HM
114A 6'-0"X7'-0"X1 3/4" HM HM INSULATED EXTERIOR DOOR
114B 6'-0"X7'-0"X1 3/4" SCWD HM
116A 3'-0"X7'-0"X1 3/4" SCWD HM
116B 6'X6'-6"X7/8" ALUM HM OVERHEAD ROLLING COUNTER DOOR
117 3'-0"X7'-0"X1 3/4" SCWD HM
118A 3'-0"X7'-0"X1 3/4" SCWD HM
118B 3'-0"X7'-0"X1 3/4" SCWD HM
119 3'-0"X7'-0"X1 3/4" SCWD HM
120 3'-0"X7'-0"X1 3/4" SCWD HM
121 3'-0"X7'-0"X1 3/4" SCWD HM
122 3'-0"X7'-0"X1 3/4" SCWD HM
123 3'-0"X7'-0"X1 3/4" SCWD HM
Room Schedule
ROOM
NUMBER ROOM NAME AREA COMMENT
001 MAIN VESTIBULE 125 SF
002 CORRIDOR 896 SF
003 CORRIDOR 549 SF
004 VESTIBULE 60 SF
005 VESTIBULE 60 SF
101 SUPPORT 3915 SF
102 SUPPORT NCOIC 204 SF
103 COSO VAULT 184 SF SAPF
104 COSO OFFICE 369 SF
105 DEBRIEF 388 SF
106 SECURE DEBRIEF 297 SF SAPF / STC 50
107 MECHANICAL 724 SF
108 ELECTRICAL 116 SF
109 COMM 100 SF
110 READY ROOM
SUPPORT
100 SF SAPF
111 JANITOR 80 SF
112 WOMENS 198 SF
113 MENS 323 SF
114 READY ROOM 2065 SF
115 KITCHENETTE 175 SF
116 DISPATCH 112 SF
117 CONFERENCE 351 SF
118 LEAD/PNS 343 SF
119 OIC/CHIEF 243 SF
120 CONTRACTOR 339 SF
121 WEAPONS 216 SF
122 SPECS 216 SF
123 APG 216 SF
NOTES
1. ALL PERIMETER DOORS SHALL BE INSULATED.
Exterior Finish & Color Schedule
MATERIAL FINISH
AIRCRAFT SUNSHADE METAL ROOF SYSTEM FACTORY FINISH TO MATCH FRAZEE PAINT COLOR TRAVATAN #213
AIRCRAFT SUNSHADE STRUCTURE (ALL EXPOSED MATERIAL) PAINT TO MATCH FRAZEE PAINT COLOR SPANISH BROWN #212
HOLLOW METAL DOORS & FRAMES PAINT TO MATCH FRAZEE PAINT COLOR SPANISH BROWN #212
INSULATED TRANSLUCENT WALL PANEL FRAMES ANODIZED ALUMINUM, NATURAL FINISH
INSULATED TRANSLUCENT WALL PANELS FACTORY FINISH WHITE
METAL FASCIA, SOFFIT & EAVES FACTORY FINISH TO MATCH FRAZEE PAINT COLOR TRAVATAN #213
METAL GATES, RAILINGS, BOLLARDS, AND MISC. METALS PAINT TO MATCH FRAZEE PAINT COLOR SPANISH BROWN #212
METAL GUTTERS AND DOWNSPOUTS FACTORY FINISH TO MATCH FRAZEE PAINT COLOR TRAVATAN #213
METAL TRIM, FLASHING, COPING & VENTS FACTORY FINISH TO MATCH FRAZEE PAINT COLOR TRAVATAN #213
OVERHEAD ROLLING DOORS FACTORY FINISH TO MATCH FRAZEE PAINT COLOR SPANISH BROWN #212
SPLIT-FACED CMU INTEGRAL-COLORED BROWN AND INTEGRAL-COLORED TAN
STANDING SEAM METAL ROOF SYSTEM FACTORY FINISH TO MATCH FRAZEE PAINT COLOR TRAVATAN #213
STOREFRONT DOORS AND FRAMES ANODIZED ALUMINUM, DARK BRONZE
WALL MECHANICAL LOUVERS FACTORY FINISH TO MATCH ADJACENT MATERIAL COLOR
WINDOW AND DOOR GLAZING BRONZE TINT
WINDOW FRAMES ANODIZED ALUMINUM, DARK BRONZE
NORTH 3D View
SOUTH 3D View
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ISSUE DATE 7/27/2016
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NTS
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US Army Corps of Engineers
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ISSUE DATE 7/27/2016
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SUN SHADE FROM SOUTHEAST
SUN SHADE FROM NORTHWEST
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