Atch_2_Draft_Drawings_F-35A_MMC.PDF
PDF 10 MB Posted
- Attached to
- F-35A Munitions and Maintenance Complex Federal contract opportunity
- Solicitation number
- W91238-17-R-0078
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_0002_Drawings_&_Specifications.pdf | ||
| Atch_2_Draft_Drawings_(F35A_MMC).pdf | ||
| Atch_3_Draft_Specifications_(F35A_MMC).pdf | ||
| Amendment_0001_F-35A_MMC.pdf | ||
| SF1442_Sol_W91238-17-R-0078_F-35A_MMC_2-9-2018.pdf | ||
| Atch_4_Supplemental_Contract_Requirements.pdf | ||
| Atch_1_SOW_(F-35A_MMC)_v8Nov17.pdf | ||
| SF1442_W91238-17-R-0078_F-35A_MMC_2-9-2018.pdf | ||
| Atch_6_Acknowledgement_Statement_(F35A_MMC)_v21Sep17.pdf |
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Text version
Attachment 1 – Drawings
C-100 Building 988 Addition – Existing Site Plan
C-150 F35A Overall Maintenance Complex Demolition Deconstruction Plan
C-200 F35A Overall Maintenance Complex Site Plan
C-201 F35A Munitions Maintenance Building Site Plan
C-202 F35A Building 988 Site Plan
C-300 F35A Overall Maintenance Complex Grading Plan
C-301 F35A Munitions Maintenance Building Grading Plan
C-302 F35A 988 Building Grading Plan
C-400 F35A Overall Maintenance Complex Utility Plan
C-401 F35A Munitions Maintenance Building Utility Plan
C-402 F35A 988 Building Utility Plan
A-102 Building 988 Addition – Floor Plan
A-103 Building 988 Addition – Roof Plan
A-104 New Munitions Facility – Floor Plan
A-105 New Munitions Facility – Roof Plan
A-201 Building 988 Addition – Elevations
A-203 New Munitions Facility – Elevations
A-301 Building 988 Addition – Building Sections
A-302 New Munitions Facility – Building Sections
A-303 Building 988 Addition – Wall Sections
A-305 3D Views
E-101 Building 988 Addition – Electrical Floor Plan
E-102 Building 988 Addition – Electrical Roof Plan
E-103 New Munitions Facility – Electrical Floor Plan
E-104 New Munitions Facility – Electrical Roof Plan
E-201 Electrical Elevations
E-301 Electrical Details
31 July 2017
(pw r)
(pw r)
(t)
(t ) (p w r)
AIRFIELD ROAD
M A
N D
I N
G O
L A
N E
ARIZONA STREET
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
I R
F
R
C E
B
S
E
U
T A
H
M U
N I T
I O
N S
M
I N
T E
N A
N C
E
F
A C
I L I T
Y
SACRAMENTO
DISTRICT
C-100
B U
I L
D I N
G
A
D D
I T
I O
N
E
XI
S T
I N
G
S
I T
E
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
PLAN NORTH
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
D
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
T
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
0" 20'-0" 40'-0" 80'-0" 1"=60'-0"
0" 20'-0" 40'-0" 80'-0" 1"=60'-0"
NOTE:
BUILDING 988
SEE NOTE 1
BUILDING 938
BUILDING 937
BUILDING 2242
BUILDING 2141
C-150
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 300'-0" 600'-0" 1200'-0"
1"=600'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
F
V E
R A
L L
M A
I N
T E
N A
N C
E
C
O M
P L
X
M
O L
I T
I
C
O N
S T
R U
C T
I
P
A N
DEMOLITION NOTES
AIRFIELD ROAD
A
N D
I N
N E
ARIZONA STREET
ALASKA
DRIVE
BUILDING 988
ADDITION
3574 SQ FT
S P
R U
R
E E
T
M U
N I T
I O
N S
M A
I N
T E
N A
N C
E
B U
I L
D I N
G
S
Q
F
T
C-200
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 30'-0" 60'-0" 120'-0" 1"=60'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
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S
O
F
E
N G
I N
E E
R S
C H
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K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
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S
T R
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T
O C
T
D D
S
E
T
D A
T E
F
E
R A
I N
T E
N A
N C
E
C
O M
P L
T
E
P
L A
ARIZONA STREET
MUNITIONS
MAINTENANCE
BUILDING
11307 SQ FT
C-201
F
U N
I T
I O
N S
M A
I N
T E
N A
N C
E
B
U I L D
I N
G
S I T
E
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 10'-0" 20'-0" 40'-0" 1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
BUILDING 988 ADDITION
3574 SQ FT
C-202
F
I L D
I N
G
S I T
E
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
0" 10'-0" 20'-0" 40'-0"
LEGEND
AIRFIELD ROAD
A
N D
I N
N E
ARIZONA STREET
ALASKA
DRIVE
M U
N I T
I O
N S
M A
I N
T E
N A
N C
E
B U
I L
D I N
G
BUILDING 988
ADDITION
S P
R U
R
E E
T
C-300
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 30'-0" 60'-0" 120'-0" 1"=60'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
F
E
R A
I N
T E
N A
N C
E
C
O M
P L
A
D I N
G
P
L A
ARIZONA STREET
MAINTENANCE
BUILDING
FF=82.50
FF=82.50
C-301
F
N
I T
I O
N S
M A
I N
T E
N A
N C
E
B
U I L D
I N
G
G R
A D
I N
G
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
0" 10'-0" 20'-0" 40'-0"
BUILDING 988
ADDITION
FF=82.50
C-302
F
I L
D I
A D
I N
G
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
0" 10'-0" 20'-0" 40'-0"
(pw r)
(t)
(t ) (p w r)
AIRFIELD ROAD
M A
N D
I N
N E
ARIZONA STREET
ALASKA
DRIVE
S P
R U
R
E E
T
M U
N I T
I O
N S
M A
I N
T E
N A
N C
E
B U
I L
D I N
G
S
Q
F
T
BUILDING 988
ADDITION
3574 SQ FT
C-400
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 30'-0" 60'-0" 120'-0" 1"=60'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
F
E
R A
I N
T E
N A
N C
E
C
O M
P L
I L
I T
Y
P
L A
N
KEYNOTES:
LEGEND:
(w)
SS SS
(sd)
(pwr)
FO FO
(t)
N I T
I O
N S
M A
I N
T E
N A
N C
E
B U
I L
D I N
G
S
Q
F
T
C-401
F
N
I T
I O
N S
M A
I N
T E
N A
N C
E
B
U I L D
I N
G
U T
I L I T
Y
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
0" 10'-0" 20'-0" 40'-0"
KEYNOTES:
LEGEND:
(sd)
(pwr)
FO FO
(t)
(pw r)
(pw r)
(ss)(ss)
(sd)(sd)
(t) (t)
(t)
(t
(t
(t
(p w
r) (p w r)
(p w r)
(p w r)
C-402
F
B
U I L
D I
I L
I T
Y
P
L A
N
A
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
0" 10'-0" 20'-0" 40'-0" 1"=20'-0"
PLAN NORTH
1 2 3 4 5
US Army Corps of
Engineers ®
D
C
B
A
H I L
L
A
R
S
E
U
T A
H
SACRAMENTO
DISTRICT
D R
A W
N
B
Y
D E
S I G
N
B
Y
R E
V I E
W E
D
B
Y
C A
L
E
N
A M
E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
F I L
E
N
U M
B E
R
S A
C R
A M
E N
S
T R
I C
T
O C
T
D D
S
E
T
D A
T E
KEYNOTES:
LEGEND:
(sd)
(pwr)
FO FO
(t)
A
B
' - 4
67' - 4
MUNITIONS
BAY
MECHANICAL
STORAGE
CORRIDOR
FIELD OFFICE MECHANICAL SECURE ROOM
BREAK ROOM
TEST
EQUIPMENT
EQUIPMENT &
SUPPLIES
COMM. FIELD OFFICE
FIELD OFFICE
MEN WOMEN
JAN.
HALLWAY
VEST.
MAINTENANCE
BAY #1
MAINTENANCE
BAY #2
MAINTENANCE
BAY #3
TEST CELL
COVERED
WALK
/1
" / 1
A-201
COVERED
ENTRANCE
/1
" / 1
1/16" / 1 2"
1/16" / 1 2"
A-2015
A-201
A-201 3
A-201
A-201
08B
08H
08B
08J
03F
05C
08G
08A
08A
A-301
A-301
A-301
41A
EXISTING BUILDING
9,354 SF
12A
ADDITION
EXISTING
26A
26A
26A
26A26A
22C22E22D 26A
22A
22E
22C 26A
22D
41A
22H22J
26D
12C 12C 12C 12C 12C 12C
12C
12C
22J 22H 22J 22H 22J 22H
REF. IMAGE 1
EXISTING COMMUNICATIONS ROOM:
THIS ROOM TO REMAIN OPERATIONAL DURING SCOPE OF
WORK. REMOVE SUSPENDED ACOUSTIC CEILING, ALL
STRUCTURE ASSOCIATED WITH THE CEILING, AND
APPURTENANCES. REPAIR EXSITING GYPSUM WALLS AT
THE CEILING LEVEL AND PAINT TO MATCH AT THAT LEVEL.
AT THE EXISTING LEVEL PROVIDE 5/8” GYPSUM CEILING, ON
LIGHT GUAGE METAL FRAMING, FINISHED TO LEVEL 4
PAINTED WHITE TO MATCH WALL. SEE MECHANICAL AND
ELECTRICAL SCOPE FOR WORK ABOVE CEILING, BOTH
DEMO AND NEW WORK, PRIOR TO INSTALLING NEW
CEILING. COORDINATE ALL CEILING PENETRATIONS. THERE
ARE TWO ADJACENT CONCRETE FIRE WALLS TO THE THIS
ROOM-AT THESE WALLS, ABOVE THE CEILING, PROVIDE A
1 HR FIRE RATED SEAL AT ALL EXISTING AND NEW
PENETRATIONS, OR ABANDONED OPENINGS.
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
U T
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -1
A-102
T H
O M
A S
M A
T Z
K E
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
B U
IL
D
IN
G
A
D D
IT
IO
N
F L O
O R
P L A
N
A -1
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A-102 3/32" = 1'-0"A-201
1 BUILDING 988 ADDITION - NEW FLOORPLAN
KEYNOTES
KEY TEXT
03F CONCRETE SIDEWALK
05C STEEL COLUMN
08A 3'-0" DOOR
08B 20' x 12' INSULATED OVERHEAD
COILING DOOR
08G PAIR OF 3'-0" DOORS
08H 3'-0" DOOR EXIT ONLY
08J 3'-0" SECURE DOOR
09A 4" SPLIT FACE BLOCK WITH AIR GAP
AND INSULATION ON 8" CMU WALL
12A RECESSED WALK OFF
12C
22A 6" TRENCH DRAIN
22C EYE WASH/SHOWER
22D HOSE BIB
22E HIGH/LOW PRESSURE REEL
22H
22J
26A ELECTRICAL GROUND BAR/POINTS
26D
41A 5 TON BRIDGE CRANE
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
PLAN NORTH
AREA SCHEDULE
ROOM NUMBER ROOM NAME AREA
01 MUNITIONS BAY 2,640 SF
02 CORRIDOR 68 SF
03 MECHANICAL STORAGE 240 SF
04 COVERED WALK 179 SF
05 COVERED ENTRANCE 11 SF
NET AREA 3,138 SF
GROSS AREA 3,475 SF
1391 AREA 3,574 SF
(1/2)
(1/2)
1/8" = 1'-0"
REF IMAGE 1
A
B
A-201
A-2015
A-201
A-201 3
A-201
A-201
A-301
A-301
A-301
/4
" / 1
1/4" / 12"4" / 12"
4" / 1 2"
07A
07I
07J
07A
07A
07I
07J
ADDITION
EXISTING
22F
22G
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
U T
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -1
A-103
T H
O M
A S
M A
T Z
K E
B U
IL
D
IN
G
A
D D
IT
IO
N
R O
O F
P L A
N
A -1
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
KEYNOTES
KEY TEXT
07A DARK BRONZE STANDING SEAM
METAL ROOFING
07I DARK BRONZE METAL PARAPET
COPING
07J MOD BIT ROOFING ON R. 30 ci
INSULATION
22F ROOF DRAIN
22G OVERFLOW SCUPPER
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
PLAN NORTH
A-103 3/32" = 1'-0"A-201
1 BUILDING 988 ADDITION - NEW ROOF PLAN
F
A-203
COMPRESSOR
B
G
D
F
C
MAINTENANCE
BAY
3 4 6
222' - 2"
A-203
A-203 1 A-2032
MECHANICAL
HALLWAY
OFFICE
PRIVATE
OFFICE
EQUIPMENT
STORAGE
BREAK ROOM
JANITOR
COMM.
VESTIBULE
1A
VESTIBULE
1B
WOMEN'S
RESTROOM
MAINTENANCE
BAY
08B
8' - 0" 96' - 10" 76' - 0" 41' - 4"
CONFERENCE
ROOM
A
H
1/16" / 12" 1/16" / 12"
/1
/1
1/16" / 12"1/16" / 12"
/1
/1
1/16" / 12"1/16" / 12"
/1
/1
"MEN'S
RESTROOM
22E
08H
08J
08H08B
08F
08F
08H
08G
08G
A-302
08H
08H
08B
08B 08B
22A
22A
22E
22E
22E
22E
22E
22E
08F
41D41C
08J 12A
22E
12A
41B
08H
12B
07K
07K
07K
07K 07K
07K
07K
22B
08A
22C
22C
22C
26A
22D
22D
26A
22D
26A26A
26A
26A
26A
22D
22D 26A26A
26A26A
26A
26A
22D
26A26A
26A
26A
26A
26A26A
26A
22C
26A
22C
22D
26A
22A
41A
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/1
/1
S
T A
N T
E C
A R
C H
IT
E
C U
T R
E I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -1
A-104
T H
O M
A S
M A
T Z
K E
N E
W M
U N
IT
IO
N S
F A
C
IL
IT
Y
F L O
O R
P L A
N
A -1
A-104 3/32" = 1'-0"A-203
1 NEW MUNITIONS FACILITY - FLOOR PLAN
KEYNOTES
KEY TEXT
07K DOOR AWNING
08A 3'-0" DOOR
08B 20' x 12' INSULATED OVERHEAD
COILING DOOR
08F 3'-6" SECURE DOOR
08G PAIR OF 3'-0" DOORS
08H 3'-0" DOOR EXIT ONLY
08J 3'-0" SECURE DOOR
09A 4" SPLIT FACE BLOCK WITH AIR GAP
AND INSULATION ON 8" CMU WALL
12A RECESSED WALK OFF
12B DOUBLE TIER PLASTIC LOCKERS,
24" WIDE
22A 6" TRENCH DRAIN
22B EWC
22C EYE WASH/SHOWER
22D HOSE BIB
22E HIGH/LOW PRESSURE REEL
26A ELECTRICAL GROUND BAR/POINTS
41A 5 TON BRIDGE CRANE
41B 2 TON BRIDGE CRANE
41C MAC SYSTEM
41D CONVEYOR
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
AREA SCHEDULE
ROOM NUMBER ROOM NAME New Area
1A VESTIBULE 60 SF
1B VESTIBULE 47 SF
2 HALLWAY 622 SF
3 PRIVATE OFFICE 135 SF
4 CONFERENCE ROOM 182 SF
5 OFFICE 295 SF
6 MECHANICAL 321 SF
7 EQUIPMENT STORAGE 356 SF
8 BREAK ROOM 575 SF
10 WOMEN'S RESTROOM 80 SF
11 JANITOR 32 SF
12 COMM. 106 SF
13 MAINTENANCE BAY 2,293 SF
14 MAINTENANCE BAY 4,775 SF
15 COMPRESSOR 101 SF
18 MEN'S RESTROOM 215 SF
NET AREA 10,196 SF
GROSS AREA 11,307 SF
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
1391 AREA 11,308 SF
F
A-203
B
G
D
F
C
3 4 62
A-203
A-203 1 A-2032
07A
07A
07A
07A
4" / 12" 4" / 12"
A
H
4" / 12" 4" / 12"
4" / 12" 4" / 12" 4" / 12" 4" / 12"
4" / 12" 4" / 12"
4" / 12" 4" / 12"
07F
07F
07A
07C
07C
07C
07C 07A 07F
A-302
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/1
/1
S
T A
N T
E C
A R
C H
IT
E
C U
T R
E I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -1
A-105
T H
O M
A S
M A
T Z
K E
N E
W M
U N
IT
IO
N S
F A
C I L
IT
Y
R
O O
F
P L A
N
A -1
A-105 3/32" = 1'-0"A-203
1 NEW MUNITIONS FACILITY - FLOOR PLAN
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
KEYNOTES
KEY TEXT
07A DARK BRONZE STANDING SEAM
METAL ROOFING
07C DARK BRONZE METAL FASCIA
07F DARK BRONZE METAL GUTTER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
LOW T.O. WALL
16'-0"
A B
09G
09F
09G
07I
08B 08J 08A
07I
09G
09F
09G
07A
EXISTING 988
BUILDING
12C
GROUND LEVEL
0"
LOW T.O. WALL
16'-0"
08A08G
07I
09G
09F
09G
EXISTING 988
BUILDING
A-301
07C
07A
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
09G
09F
09G
07I
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
LOW T.O. WALL
16'-0"
08A 07C
07A
07I
EXISTING 988
BUILDING
A-301
07C
12C
26C
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
AB
09G
09F
09G
07I
08B 08H
07C
07A
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
07I
07A
07C
09G
09G
09F
LOCATION OF 988 ADDITION
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
U T
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -2
A-201
T H
O M
A S
M A
T Z
K E
B U
IL
D
IN
G
A
D D
IT
IO
N
E L E
V A
T
IO
N S
A -2
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
KEYNOTES
KEY TEXT
05C STEEL COLUMN
07A DARK BRONZE STANDING SEAM
METAL ROOFING
07C DARK BRONZE METAL FASCIA
07I DARK BRONZE METAL PARAPET
COPING
08A 3'-0" DOOR
08B 20' x 12' INSULATED OVERHEAD
COILING DOOR
08G PAIR OF 3'-0" DOORS
08H 3'-0" DOOR EXIT ONLY
08J 3'-0" SECURE DOOR
09F SPLIT FACE BLOCK VENEER
09G FLUTED SPLIT FACE BLOCK VENEER
12C
26C
EXTERIOR FINISH NOTES:
A. ALL MAIN BUILDING FACADES SHOULD USE OR MATCH AS CLOSELY AS
POSSIBLE TO FEDERAL PAINT NUMBER 23617 "GREYSTONE".
B. ALL EXTERIOR DOORS, WINDOWS, FACIAS, SOFFITS, TRIM, GUTTERS, AND
DOWNSPOUTS SHOULD USE OR MATCH AS CLOSELY AS POSSIBLE TO
FEDERAL PAINT NUMBER 30099 "DAKOTA BROWN".
C. STANDING SEAM METAL ROOFS SHOULD USE OR MATCH AS CLOSELY AS
POSSIBLE TO FEDERAL PAINT NUMBER 30099 "DAKOTA BROWN".
D. ALL MISC METALS SUCH AS HANDRAILS, BOLLARDS, MECH EQUIPMENT, ETC.
SHOULD BE PAINTED OR MATCH AS CLOSELY AS POSSIBLE TO FEDERAL PAINT
NUMBER 30099 "DAKOTA BROWN".
E. THE APPROVED BRICK COLOR AND TEXTURE IS "TUMBLEWEED" BY INTERSTATE
BRICK OR APPROVED EQUAL.
A-201 3/32" = 1'-0"A-102
2 988 ADDITION ELEVATION
A-201 3/32" = 1'-0"A-102
5 988 ADDITION ELEVATION
A-201 3/32" = 1'-0"A-102
4 988 ADDITION ELEVATION
A-201 3/32" = 1'-0"A-102
3 988 ADDITION ELEVATION
A-201 3/32" = 1'-0"A-102
1 988 ADDITION ELEVATION
A-201 3/32" = 1'-0"A-102
6 988 ADDITION ELEVATION
A-201 12" = 1'-0"
7 EXISTING 988
HIGH T.O. WALL
20'-0"
LOW T.O. WALL
10'-0"
3 4 62
"4
4" / 1 2"
07A
07F
09F
09G
08B 08H08B08H
07A 07F07C
4" / 12" 4" / 1 2" 4" / 12"4
4" / 1 2" 4" / 12"
09F
09G
08B08H08J
07C
07A
A-302
GROUND LEVEL
0"
HIGH T.O. WALL
20'-0"
BG
AH
07A
07C
07F
09F
09G
GROUND LEVEL
0"
HIGH T.O. WALL
20'-0"
LOW T.O. WALL
10'-0"
346 2
07C
07A
07F
08H
09F
09G
08B
08J 08G
07A07F
08B 08H
07A07F 07C
4" / 12"4" / 1 2"
4" / 12"4" / 1 2" 4" / 12"4" / 1
2"
A-302
GROUND LEVEL
0"
HIGH T.O. WALL
20'-0"
B GD
08G
A H
4" / 12"4" / 1 2"
4" / 1 2" 4" / 12"
07F
07A
09F
09G
07C
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/1
/1
S
T A
N T
E C
A R
C H
IT
E
C U
T R
E I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -2
A-203
T H
O M
A S
M A
T Z
K E
N E
W M
U N
IT
IO
N S
F A
C
IL
IT
Y
E L E
V A
T
IO
N S
A -2
A-203 3/32" = 1'-0"A-104
4 NEW MUNITIONS FACILITY - SOUTH ELEVATION
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
KEYNOTES
KEY TEXT
07A DARK BRONZE STANDING SEAM
METAL ROOFING
07C DARK BRONZE METAL FASCIA
07F DARK BRONZE METAL GUTTER
08B 20' x 12' INSULATED OVERHEAD
COILING DOOR
08G PAIR OF 3'-0" DOORS
08H 3'-0" DOOR EXIT ONLY
08J 3'-0" SECURE DOOR
09F SPLIT FACE BLOCK VENEER
09G FLUTED SPLIT FACE BLOCK VENEER
A-203 3/32" = 1'-0"A-104
2 NEW MUNITIONS FACILITY - EAST ELEVATION
EXTERIOR FINISH NOTES:
A. ALL MAIN BUILDING FACADES SHOULD USE OR MATCH AS CLOSELY AS POSSIBLE
TO FEDERAL PAINT NUMBER 23617 "GREYSTONE".
B. ALL EXTERIOR DOORS, WINDOWS, FACIAS, SOFFITS, TRIM, GUTTERS, AND
DOWNSPOUTS SHOULD USE OR MATCH AS CLOSELY AS POSSIBLE TO FEDERAL
PAINT NUMBER 30099 "DAKOTA BROWN".
C. STANDING SEAM METAL ROOFS SHOULD USE OR MATCH AS CLOSELY AS
POSSIBLE TO FEDERAL PAINT NUMBER 30099 "DAKOTA BROWN".
D. ALL MISC METALS SUCH AS HANDRAILS, BOLLARDS, MECH EQUIPMENT, ETC.
SHOULD BE PAINTED OR MATCH AS CLOSELY AS POSSIBLE TO FEDERAL PAINT
NUMBER 30099 "DAKOTA BROWN".
E. THE APPROVED BRICK COLOR AND TEXTURE IS "TUMBLEWEED" BY INTERSTATE
BRICK OR APPROVED EQUAL.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A-203 3/32" = 1'-0"A-104
3 NEW MUNITIONS FACILITY - NORTH ELEVATION
A-203 3/32" = 1'-0"A-104
1 NEW MUNITIONS FACILITY - WEST ELEVATION
HIGH T.O. WALL
24'-0"
A B
A-301
05A
07I
09A
41A
07J
08H
08B
03B
03C
1/4" / 12"
A-303
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
1 2
A-301
07I
07J
05A
41A 08B
GROUND LEVEL
0"
LOW T.O. WALL
16'-0" 1/4" / 12"
08G
07A
07C
09A
07I
07J
05A
07A
07C
05C
4" / 1 2"
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
U T
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -3
A-301
T H
O M
A S
M A
T Z
K E
B U
IL
D
IN
G
A
D D
IT
IO
N
B U
IL
D
IN
G
S E
C T
IO
N
S
A -3
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
KEYNOTES
KEY TEXT
03B CONCRETE FOUNDATION
03C CONCRETE FOOTING
05A STEEL JOIST FRAMING
05C STEEL COLUMN
07A DARK BRONZE STANDING SEAM
METAL ROOFING
07C DARK BRONZE METAL FASCIA
07I DARK BRONZE METAL PARAPET
COPING
07J MOD BIT ROOFING ON R. 30 ci
INSULATION
08B 20' x 12' INSULATED OVERHEAD
COILING DOOR
08G PAIR OF 3'-0" DOORS
08H 3'-0" DOOR EXIT ONLY
09A 4" SPLIT FACE BLOCK WITH AIR GAP
AND INSULATION ON 8" CMU WALL
41A 5 TON BRIDGE CRANE
A-301 1/8" = 1'-0"A-102
1 988 ADDITION SECTION
A-301 1/8" = 1'-0"A-102
2 988 ADDITION SECTION
A-301 3/32" = 1'-0"A-102
3 988 ADDITION SECTION
HIGH T.O. WALL
20'-0"
LOW T.O. WALL
10'-0"
B GFCA H
09A
07A
05A
03A
03B
03C
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/1
/1
S
T A
N T
E C
A R
C H
IT
E
C U
T R
E I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -3
A-302
T H
O M
A S
M A
T Z
K E
N E
W M
U N
IT
IO
N S
F A
C
IL
IT
Y
B U
IL
D
IN
G
S E
C T
IO
N
S
A -3
0" 5'-4" 10'-8" 21'-4"
3/32"=1'-0"
KEYNOTES
KEY TEXT
03A CONCRETE FLOOR SLAB W/ 10 MIL
VAPOR BARRIER AND RIGID
INSULATION FOR 24" CONTINUOUS
R. 15
03B CONCRETE FOUNDATION
03C CONCRETE FOOTING
05A STEEL JOIST FRAMING
07A DARK BRONZE STANDING SEAM
METAL ROOFING
09A 4" SPLIT FACE BLOCK WITH AIR GAP
AND INSULATION ON 8" CMU WALL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A-302 3/32" = 1'-0"A-104
1 NEW MUNITIONS BAY - SECTION
HIGH T.O. WALL
24'-0"
B
DARK BRONZE METAL
PARAPET COPING
FLUTED SPLIT FACE
BLOCK VENEER
MOD BIT ROOFING ON
R. 30 ci INSULATION
STEEL JOIST FRAMING
RIGID INSULATION R. 15
ci
SPLIT FACE BLOCK
VENEER
CONCRETE FLOOR
SLAB W/ 10 MIL VAPOR
BARRIER AND RIGID
INSULATION FOR 24"
CONTINUOUS R. 15
FLUTED SPLIT FACE
BLOCK VENEER
CONCRETE
FOUNDATION
CONCRETE FOOTING
CONCRETE CORBEL
OR OTHER MATERIAL
TO SUPPORT BRIDGE
CRANE
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
U T
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -3
A-303
T H
O M
A S
M A
T Z
K E
B U
IL
D
IN
G
A
D D
IT
IO
N
W A
L L
S E
C T
IO
N
S
A -3
0" 1'-0" 2'-0" 4'-0"
1/2"=1'-0"
KEYNOTES
KEY TEXT
03A CONCRETE FLOOR SLAB W/ 10 MIL
VAPOR BARRIER AND RIGID
INSULATION FOR 24" CONTINUOUS
R. 15
03B CONCRETE FOUNDATION
03C CONCRETE FOOTING
03G CONCRETE CORBEL OR OTHER
MATERIAL TO SUPPORT BRIDGE
CRANE
05A STEEL JOIST FRAMING
07D RIGID INSULATION R. 15 ci
07I DARK BRONZE METAL PARAPET
COPING
07J MOD BIT ROOFING ON R. 30 ci
INSULATION
09F SPLIT FACE BLOCK VENEER
09G FLUTED SPLIT FACE BLOCK VENEER
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A-303 1/2" = 1'-0"A-301
1 988 ADDITION WALL SECTION
A-201
A-201
SHEET
IDENTIFICATION
1 2 3 4 5
D R
A W
N B
Y
D E
S
IG
N B
Y
R E
V
IE
W E
D B
Y
C A
D D
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
U M
B E
R
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
F
IL
E N
U M
B E
R
SHEET OF
W
-1
-D
-0
W
-0
-R
-0
NOT FOR CONSTRUCTION
H
IL
L A
IR
F
O R
C E
B A
S E
U
T A
H M
U N
IT
IO
N S
M A
IN
T
E N
A N
C E
F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S A
C R
A M
E N
T O
D
IS
T R
IC
T
/2
/1
S T
A N
T E
C A
R C
H
IT
E C
T U
R E
I N
C
M
IC
H A
E L S
H E
M E
L Y
A
T E
D F
E R
Y
A -3
A-305
T H
O M
A S
M A
T Z
K E
D
V
IE
W S
A -3
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
A-305
1 3D VIEW
A-305
2 3D VIEW
EXTERIOR FINISH NOTES:
A. ALL MAIN BUILDING FACADES SHOULD USE OR MATCH AS CLOSELY AS
POSSIBLE TO FEDERAL PAINT NUMBER 23617 "GREYSTONE".
B. ALL EXTERIOR DOORS, WINDOWS, FACIAS, SOFFITS, TRIM, GUTTERS, AND
DOWNSPOUTS SHOULD USE OR MATCH AS CLOSELY AS POSSIBLE TO
FEDERAL PAINT NUMBER 30099 "DAKOTA BROWN".
C. STANDING SEAM METAL ROOFS SHOULD USE OR MATCH AS CLOSELY AS
POSSIBLE TO FEDERAL PAINT NUMBER 30099 "DAKOTA BROWN".
D. ALL MISC METALS SUCH AS HANDRAILS, BOLLARDS, MECH EQUIPMENT, ETC.
SHOULD BE PAINTED OR MATCH AS CLOSELY AS POSSIBLE TO FEDERAL PAINT
NUMBER 30099 "DAKOTA BROWN".
E. THE APPROVED BRICK COLOR AND TEXTURE IS "TUMBLEWEED" BY INTERSTATE
BRICK OR APPROVED EQUAL.
BAY
MECHANICAL
STORAGE
CORRIDOR
FIELD OFFICE MECHANICAL SECURE ROOM
BREAK ROOM
TEST
EQUIPMENT
EQUIPMENT &
SUPPLIES
COMM. FIELD OFFICE
FIELD OFFICE
MEN WOMEN
JAN.
HALLWAY
VEST.
MAINTENANCE
BAY #1
MAINTENANCE
BAY #2
MAINTENANCE
BAY #3
TEST CELL
COVERED
WALK
COVERED
ENTRANCE
EXISTING BUILDING
9,354 SF
BLDG ADDITION
EXISTING BLDG
1. EXISTING GROUND CONTERPOISE TO
REMAIN. PROTECT DURING BUILDING
FOUNDATION CONSTRUCTION.
KEYNOTES
1 2 3 4 5
D R
A W
N B
Y:
D E
S
IG
N
BY
R E
V
IE
W
ED
BY
C A
D D
FI
LE
N
AM
E:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
U M
BE
R
U .S
.A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C H
E C
K
ED
B Y:
US Army Corps of Engineers ®
D
C
B
A
FI
LE
N U
M
BE
R
W
8-
-D
-0
W
8-
-R
-0
H
IL
L A
IR
FO
R C
E B
A S
E ,U
TA
H
M U
N
IT
IO
N
S M
AI
N
TE
N
AN
C
E ,F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S
AC
R
AM
E N
TO
D
IS
TR
IC
T
M A
R K
D
ES
C R
IP
TI
O N
D
AT
E A
PP
R
/1
0/
JE
R
EM
Y
C O
O
AN
S H
A W
N A
N D
ER
SO
N
C H
A D
W E
ST
BR
O O
K
E -1
E-101
JE
R
EM
Y
C O
O
AN
B U
IL
D
IN
G
A D
D
IT
IO
N
E
LE
C
TR
IC
A L
FL
O
O R
PL
AN
E-101
1 BUILDING 988 ADDITION - ELECTRICAL FLOOR PLAN
0" 5'-4" 10'-8" 21'-4" 3/32"=1'-0"
A-201
3/32" = 1'-0"
40' STAINLESS STEEL
LIGHTNING PROTECTION
MAST BASE (TYP 5)
EXISTING TEST WELL
EXISTING GROUND ROD
EXISTING COUNTERPOISE
CABLE
#4/0 BARE COPPER
GROUND LOOP
EXOTHERMIC WELD
CONNECTION (TYP)
TEST WELL,
SEE DETAIL ON
DRAWING E-301
3/4"x10' COPPER CLAD STEEL
GROUND ROD, SEE DETAIL
ON DRAWING E-301 (TYP)
EXISTING LIGHTNING
PROTECTION POLE
(TYP 4)
#1/0 BARE COPPER
BONDING CABLE (TYP)
A-201
BLDG ADDITION
EXISTING BLDG
1 2 3 4 5
D R
A W
N B
Y:
D E
S
IG
N
BY
R E
V
IE
W
ED
BY
C A
D D
FI
LE
N
AM
E:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
U M
BE
R
U .S
.A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C H
E C
K
ED
B Y:
US Army Corps of Engineers ®
D
C
B
A
FI
LE
N U
M
BE
R
W
8-
-D
-0
W
8-
-R
-0
H
IL
L A
IR
FO
R C
E B
A S
E ,U
TA
H
M U
N
IT
IO
N
S M
AI
N
TE
N
AN
C
E ,F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S
AC
R
AM
E N
TO
D
IS
TR
IC
T
M A
R K
D
ES
C R
IP
TI
O N
D
AT
E A
PP
R
/1
0/
JE
R
EM
Y
C O
O
AN
S H
A W
N A
N D
ER
SO
N
C H
A D
W E
ST
BR
O O
K
E -1
E-102
JE
R
EM
Y
C O
O
AN
B U
IL
D
IN
G
A D
D
IT
IO
N
E
LE
C
TR
IC
A L
R O
O F
PL
AN
E-102
1 BUILDING 988 ADDITION - ELECTRICAL ROOF PLAN
0" 5'-4" 10'-8" 21'-4" 3/32"=1'-0"
3/32" = 1'-0"
EXISTING LIGHTNING
PROTECTION POLE
(TYP 4)
40' STAINLESS STEEL
LIGHTNING PROTECTION
MAST (TYP 5)
12'-0"
10'-0"
31'-4"
10'-4"
50'-0"9'-8"
10'-0"
12'-0"
6'-6"
18'-3"
1/2" STAINLESS STEEL
OVERHEAD GROUND WIRE
1/2" STAINLESS STEEL
OVERHEAD GROUND WIRE
10'-8"
7'-2"
8'-6"
'-0
51'-8"
11'-1"
92'-7"
F.
COMPRESSOR MAINTENANCE
BAY
MECHANICAL
HALLWAY
OFFICE
PRIVATE
OFFICE
EQUIPMENT
STORAGE
BREAK ROOM
JANITOR
COMM.
VESTIBULE
VESTIBULE
WOMEN'S
RESTROOM
MAINTENANCE
BAY
CONFERENCE
ROOM
MEN'S
RESTROOM
1 2 3 4 5
D R
A W
N B
Y:
D E
S
IG
N
BY
R E
V
IE
W
ED
BY
C A
D D
FI
LE
N
AM
E:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
U M
BE
R
U .S
.A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C H
E C
K
ED
B Y:
US Army Corps of Engineers ®
D
C
B
A
FI
LE
N U
M
BE
R
W
8-
-D
-0
W
8-
-R
-0
H
IL
L A
IR
FO
R C
E B
A S
E ,U
TA
H
M U
N
IT
IO
N
S M
AI
N
TE
N
AN
C
E ,F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S
AC
R
AM
E N
TO
D
IS
TR
IC
T
M A
R K
D
ES
C R
IP
TI
O N
D
AT
E A
PP
R
/1
0/
JE
R
EM
Y
C O
O
AN
S H
A W
N A
N D
ER
SO
N
C H
A D
W E
ST
BR
O O
K
E -1
E-103
JE
R
EM
Y
C O
O
AN
N E
W M
U N
IT
IO
N S
FA
C
IL
IT
Y
E
LE
C
TR
IC
A
L
FL
O O
R
PL
AN
E-103
1 NEW MUNITIONS FACILITY - ELECTRICAL FLOOR PLAN
0" 5'-4" 10'-8" 21'-4" 3/32"=1'-0"
E-2014
3/32" = 1'-0"
E-201 3
55' STAINLESS STEEL
LIGHTNING PROTECTION
MAST BASE (TYP 4)
#4/0 BARE COPPER
GROUND LOOP
EXOTHERMIC WELD
CONNECTION (TYP)
TEST WELL,
SEE DETAIL ON
DRAWING E-301
3/4"x10' COPPER CLAD STEEL
GROUND ROD, SEE DETAIL
ON DRAWING E-301 (TYP)
#1/0 BARE COPPER
BONDING CABLE (TYP)
1 2 3 4 5
R
A W
N B
Y:
D E
S
IG
N
BY
R E
V
IE
W
ED
BY
C A
D D
FI
LE
N
AM
E:
D
AT
E:
S O
LI
C
IT
A
TI
O
N N
U M
BE
R
U .S
.A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C H
E C
K
ED
B Y:
US Army Corps of Engineers ®
D
C
B
A
FI
LE
N U
M
BE
R
W
8-
-D
-0
W
8-
-R
-0
H
IL
L A
IR
FO
R C
E B
A S
E ,U
TA
H
M U
N
IT
IO
N
S M
AI
N
TE
N
AN
C
E ,F
A C
IL
IT
Y
SACRAMENTO
DISTRICT
S
AC
R
AM
E N
TO
D
IS
TR
IC
T
M A
R K
D
ES
C R
IP
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1 NEW MUNITIONS FACILITY - ELECTRICAL ROOF PLAN
0" 5'-4" 10'-8" 21'-4" 3/32"=1'-0"
3/32" = 1'-0"
15'-0"
15'-0" 15'-0"
15'-0"
55' STAINLESS STEEL
LIGHTNING PROTECTION
MAST (TYP 4)
1/2" STAINLESS STEEL
OVERHEAD GROUND WIRE
1/2" STAINLESS STEEL
OVERHEAD GROUND WIRE
'-4
244'-2"
12'-5" 11'-2"
8' -1
HIGH T.O. WALL
20'-0"
HIGH T.O. ROOF
29'-3"
GROUND LEVEL
0"
HIGH T.O. WALL
20'-0"
HIGH T.O. ROOF
27'-7"
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
LOW T.O. WALL
16'-0"
EXISTING 988
BUILDING
GROUND LEVEL
0"
HIGH T.O. WALL
24'-0"
HIGH T.O. ROOF
24'-3"
1 2 3 4 5
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4 NEW MUNITIONS FACILITY - EAST ELEVATION
0" 4'-0" 8'-0" 16'-0" 1/8"=1'-0"
1/8" = 1'-0"E-103E-201
3 NEW MUNITIONS FACILITY - WEST ELEVATION
1/8" = 1'-0"E-103
E-201
1 BUILDING 988 ADDITION - WEST ELEVATION
1/8" = 1'-0"E-101 E-201
2 BUILDING 988 ADDITION - EAST ELEVATION
1/8" = 1'-0"E-101
40' STAINLESS STEEL
LIGHTNING PROTECTION
MAST WITH BASE (TYP)
55' STAINLESS STEEL
LIGHTNING PROTECTION
MAST WITH BASE (TYP)
55' STAINLESS STEEL
LIGHTNING PROTECTION
MAST WITH BASE (TYP)
100' STRIKING DISTANCE LINE100' STRIKING DISTANCE LINE
100' STRIKING DISTANCE LINE
100' STRIKING DISTANCE LINE
40' STAINLESS STEEL
LIGHTNING PROTECTION
MAST WITH BASE (TYP)
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'-5
'-9
1 2 3 4 5
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36" BURIAL DEPTH
MINIMUM
#4/0 STRANDED
BARE COPPER
FINAL SUB-GRADE
3/4" X 10' COPPER CLAD
STEEL GROUND ROD
EXOTHERMIC
WELD
GROUNDING CONDUCTOR 4/0
COPPER BURIED MINIMUM 914mm
BELOW GRADE
GROUND CLAMP
COPPER CLAD STEEL
GROUND ROD
3/4" X 10'
PRECAST CONCRETE OR
COMPOSITE OPEN BOTTOM BOX
(14 1/2" X 12")
GRAVEL OR
CRUSHED STONE
SCALE: NONE
GROUND ROD INSPECTION TEST WELL INSTALLATION
SCALE: NONE
GROUND ROD
4" M
IN
"6"
4"
File details come from the government source that posted it.