B08 - W9123826RA012 A05 - DRAFT Plans Vol 5 - NSA-U CMF Vehicle CP - 20260521.pdf
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- DRAFT SOLICITATION - USACE SPK DB Construction NSA-U Consolidation Mission Facility - Camp Williams, Utah
- Solicitation number
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About this file
This document is a corrected final Request for Proposal (RFP) package for architectural design drawings for the NSA-Utah Consolidation Mission Facility Vehicle Control Point located in Bluffdale, Utah. The solicitation number is W912PL25D0002, issued by the Sacramento District of the U.S. Army Corps of Engineers on May 21, 2026. Volume 5 specifically addresses the Vehicle Control Point component of the larger consolidation project, identified as P2 Number 567249.
The RFP package contains comprehensive architectural drawings and specifications for construction of vehicle control facilities, including a Vehicle Control Inspection Canopy and a Vehicle Control Point building. The drawings encompass first floor plans, roof plans, exterior elevations, building sections, reflected ceiling plans, and isometric views for both structures. Key design elements include pre-finished metal components (fascia, coping, gutters, downspouts), structural steel columns, cast-in-place and pre-cast concrete features, concrete masonry units, a pre-fabricated UL 752 Level 3 ballistic-rated guard/ID check booth, crash attenuators, and associated site improvements such as parking, sidewalks, and landscape features. The design includes reference elevation 100'-0" with canopy soffits at 118'-0" and parapet tops at 123'-0". The document is marked as CUI (Controlled Unclassified Information) and represents a corrected version issued following previous 35% design and final RFP submittals dated November 3, 2025, and April 2, 2026, respectively.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
W P
L D
W912PL25D0002
a H a s k e ll C o m p a n y
SACRAMENTO DISTRICT
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05/21/2026
VOLUME 5: VEHICLE CONTROL POINT
NSA-UTAH, BLUFFDALE, UT
NSAU CONSOLIDATION - MISSION FACILITY
P2 NUMBER: 567249
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AREA MAP
SITE MAP
MISSION FACILITY,
NSA, UTAH
PROJECT LOCATION
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DRAFT
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G-009 COVER SHEET - VEHICLE CONTROL POINT
G-010 SHEET INDEX - VEHICLE CONTROL POINT
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ARCHITECTURAL
A-112 VEHICLE CONTROL INSPECTION CANOPY - FIRST FLOOR PLAN
A-122 VEHICLE CONTROL INSPECTION CANOPY - ROOF PLAN
A-203 VEHICLE CONTROL INSPECTION CANOPY - EXTERIOR ELEVATIONS
A-204 VEHICLE CONTROL INSPECTION CANOPY - EXTERIOR ELEVATIONS
A-303 VEHICLE CONTROL INSPECTION CANOPY - BUILDING SECTIONS
A-712 VEHICLE CONTROL INSPECTION CANOPY - REFLECTED CEILING PLAN
A-903 VEHICLE CONTROL INSPECTION CANOPY - ISOMETRIC VIEWS
A-904 VEHICLE CONTROL INSPECTION CANOPY - ISOMETRIC VIEWS
ARCHITECTURAL
A-111 VEHICLE CONTROL POINT - FIRST FLOOR PLAN
A-121 VEHICLE CONTROL POINT - ROOF PLAN
A-201 VEHICLE CONTROL POINT - EXTERIOR ELEVATIONS
A-202 VEHICLE CONTROL POINT - EXTERIOR ELEVATIONS
A-301 VEHICLE CONTROL POINT - BUILDING SECTIONS
A-302 VEHICLE CONTROL POINT - BUILDING SECTIONS
A-711 VEHICLE CONTROL POINT - REFLECTED CEILING PLAN
A-901 VEHICLE CONTROL POINT - ISOMETRIC VIEWS
A-902 VEHICLE CONTROL POINT - ISOMETRIC VIEWS
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A A
A-203
A1
A-204
H1
A-204
A1
A-203
H1
30' - 0" 30' - 0"
6' - 0"6' - 0"
A1
A-303
A1
A-303
H1
A-303
H1
A-303
162 162162
154 154 154 154
130 130
130 130
60' - 0"
72' - 0"
163 163 163
141141
12' - 0" 12' - 0" 9' - 0" 8' - 0" 9' - 0"
155155
143 143 143
187 186
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = XXXX.XX USGS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
KEYED NOTES
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SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN
0 4' 8' 16'
PLAN NORTH
102 DASHED LINE INDICATES OUTLINE OF ROOF ABOVE.
130 STRUCTURAL STEEL COLUMN.
141 CAST-IN-PLACE CONCRETE CURB WITH INTEGRAL GUTTER.
143 PRE-CAST CONCRETE SPLASHBLOCK.
144 CAST-IN-PLACE CONCRETE SIDEWALK.
145 CONCRETE RAMP.
146 DETECTABLE WARNING SURFACE.
154 PRE-CAST CONCRETE WHEEL STOP.
155 CAST STONE CAP.
162 PARK BENCH.
163 PARKING STRIPE.
167 FIXED STEEL BOLLARD.
186 ACCESSIBLE PARKING SIGNAGE.
187 VAN ACCESSIBLE PARKING SIGNAGE.
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A-203
A1
A-204
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A1
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H1
30' - 0" 30' - 0"
A1
A-303
A1
A-303
H1
A-303
H1
A-303
S L O
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/2
:1
72' - 0"
6' - 0" 60' - 0" 6' - 0"
112 112 112113
121 121
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = XXXX.XX USGS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
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SCALE: 1/8" = 1'-0"
A1
ROOF PLAN
0 4' 8' 16'
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
125 PRE-FINISHED METAL STANDING SEAM ROOF PANEL.
PLAN NORTH
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FIRST FLOOR
100' - 0"
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
150150
162 162 162162
143 143 143
186 187
112 112
30' - 0"30' - 0"
60' - 0"
FIRST FLOOR
100' - 0"
1 3
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
" 2
162 162162 162
154 154 154 154
155155155
186187
30' - 0" 30' - 0"
60' - 0"
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = XXXX.XX USGS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
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0 4' 8' 16'
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
H1
NORTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
A1
SOUTH EXTERIOR ELEVATION
108 PRE-FINISHED METAL FASCIA PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
143 PRE-CAST CONCRETE SPLASHBLOCK.
144 CAST-IN-PLACE CONCRETE SIDEWALK.
150 CONCRETE MASONRY UNITS.
154 PRE-CAST CONCRETE WHEEL STOP.
155 CAST STONE CAP.
162 PARK BENCH.
167 FIXED STEEL BOLLARD.
186 ACCESSIBLE PARKING SIGNAGE.
187 VAN ACCESSIBLE PARKING SIGNAGE.
A
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B F
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/0 /2
C C
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FIRST FLOOR
100' - 0"
BA
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
155 155 167
24' - 0"
FIRST FLOOR
100' - 0"
B A
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
155167
24' - 0"
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = XXXX.XX USGS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H
IN
S P
E C
T
IO
N C
A N
O P
Y R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-204
V E
H
IC
L E
C O
N T
R O
L I
N S
P E
C T
IO
N
C A
N O
P Y
E
X T
E R
IO
R
E L E
V A
T
IO
N S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
0 4' 8' 16'
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
H1
EAST EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
A1
WEST EXTERIOR ELELVATION
108 PRE-FINISHED METAL FASCIA PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
143 PRE-CAST CONCRETE SPLASHBLOCK.
144 CAST-IN-PLACE CONCRETE SIDEWALK.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
167 FIXED STEEL BOLLARD.
186 ACCESSIBLE PARKING SIGNAGE.
187 VAN ACCESSIBLE PARKING SIGNAGE.
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = XXXX.XX USGS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
FIRST FLOOR
100' - 0"
B A
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
" 2
155 155167
130 130
24' - 0"
FIRST FLOOR
100' - 0"
1 3
BOTTOM OF SOFFIT
118' - 0"
TOP OF PARAPET
123' - 0"
162162162162 167155
130 130
150150
187 186
30' - 0" 30' - 0"
60' - 0"
121 121
KEYED NOTES
0 4' 8' 16'
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
H1
BUILDING SECTION
SCALE: 1/8" = 1'-0"
A1
BUILDING SECTION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H
IN
S P
E C
T
IO
N C
A N
O P
Y R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-303
V E
H
IC
L E
C O
N T
R O
L I
N S
P E
C T
IO
N
C A
N O
P Y
B
U
IL
D
IN
G S
E C
T
IO
N S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
105 PRE-FINISHED METAL SOFFIT PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
143 PRE-CAST CONCRETE SPLASHBLOCK.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
162 PARK BENCH.
167 FIXED STEEL BOLLARD.
186 ACCESSIBLE PARKING SIGNAGE.
187 VAN ACCESSIBLE PARKING SIGNAGE.
A1
A-303
A1
A-303
H1
A-303
H1
A-303
18' - 8"
18' - 8"
18' - 0"
18' - 8"
18' - 8"
18' - 8"18' - 8"
18' - 0" 105
1' - 1" 4' - 11" 60' - 0" 4' - 11" 1' - 1"
72' - 0"
72' - 0"
18' - 0"
1' - 1" 4' - 11" 60' - 0" 4' - 11" 1' - 1"
130 130
130130130
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SHEET A-001 FOR ARCHITECTURAL NOTES.
5. REFER TO SHEET A-002 FOR ABBREVIATIONS LEGEND.
6. REFER TO SHEET A-003 FOR ANNOTATION LEGEND.
7. REFER TO SHEET A-003 FOR GRAPHIC SCALES LEGEND.
8. REFER TO SHEET A-203 FOR EXTERIOR FINISH SCHEDULE.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
10. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H
IN
S P
E C
T
IO
N C
A N
O P
Y R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-712
V E
H
IC
L E
C O
N T
R O
L I
N S
P E
C T
IO
N
C A
N O
P Y
R
E F
L E
C T
E D
C E
IL
IN
G P
L A
N
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR REFLECTED CEILING PLAN
0 4' 8' 16'
105 PRE-FINISHED METAL SOFFIT PANEL.
118 PRE-FINISHED METAL SOFFIT TRIM.
130 STRUCTURAL STEEL COLUMN.
PLAN NORTH
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SHEET A-001 FOR ARCHITECTURAL NOTES.
5. REFER TO SHEET A-002 FOR ABBREVIATIONS LEGEND.
6. REFER TO SHEET A-003 FOR ANNOTATION LEGEND.
7. REFER TO SHEET A-003 FOR GRAPHIC SCALES LEGEND.
8. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
9. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H
IN
S P
E C
T
IO
N C
A N
O P
Y R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-903
V E
H
IC
L E
C O
N T
R O
L I
N S
P E
C T
IO
N
C A
N O
P Y
IS
O M
E T
R
IC
V
IE
W S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE:
A1
ISOMETRIC VIEW FROM SOUTHWEST
SCALE:
H1
ISOMETRIC VIEW FROM NORTHWEST
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SHEET A-001 FOR ARCHITECTURAL NOTES.
5. REFER TO SHEET A-002 FOR ABBREVIATIONS LEGEND.
6. REFER TO SHEET A-003 FOR ANNOTATION LEGEND.
7. REFER TO SHEET A-003 FOR GRAPHIC SCALES LEGEND.
8. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
9. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H
IN
S P
E C
T
IO
N C
A N
O P
Y R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-904
V E
H
IC
L E
C O
N T
R O
L I
N S
P E
C T
IO
N
C A
N O
P Y
IS
O M
E T
R
IC
V
IE
W S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE:
A1
ISOMETRIC VIEW FROM NORTHEAST
SCALE:
H1
ISOMETRIC VIEW FROM SOUTHEAST
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
A-202
A1
A-202
H1
A1
A-302
A1
A-302
A1
A-301
A1
A-301
144144
4' - 0" 51' - 0" 4' - 0"
148 148
155155
12' - 6" 10' - 0" 12' - 6"
59' - 0"
156 156
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
KEYED NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T A
S K
O R
D E
R
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
M
IS
S
IO
N F
A C
IL
IT
Y N
S A
U
T A
H F
Y M
IL
C
O N
N S
A -U
C O
N S
O L
ID
A T
IO
N
P /N
W P
L D
T B
D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
C
R e v it L o c a l\ A
R C
H G
A T
E E
N T
R Y
R n ic h o la s .w h it e C
X
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.r v t
/1
/2
:3
:0
P
M
A-111
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
F
IR
S T
F L O
O R
P L A
N
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN
0 4' 8' 16'
PLAN NORTH
102 DASHED LINE INDICATES OUTLINE OF ROOF ABOVE.
112 PRE-FINISHED METAL DOWNSPOUT.
130 STRUCTURAL STEEL COLUMN.
134 CAST-IN-PLACE CONCRETE PAVEMENT.
139 CAST-IN-PLACE CONCRETE CRASH ATTENNUATOR.
141 CAST-IN-PLACE CONCRETE CURB WITH INTEGRAL GUTTER.
142 CAST-IN-PLACE CONCRETE ISLAND.
144 CAST-IN-PLACE CONCRETE SIDEWALK.
145 CONCRETE RAMP.
146 DETECTABLE WARNING SURFACE.
148 STAMPED CAST-IN-PLACE CONCRETE PAVEMENT.
155 CAST STONE CAP.
156 PRE-CAST CONCRETE SPLASHBLOCK.
173 PRE-FABRICATED, PRE-FINISHED GUARD/ID CHECK BOOTH. UL 752 LEVEL 3
BALLISTIC RATED. REFER TO SHEET A-403.
177 CROSSWALK STRIPING.
178 DIVERGING TRAFFIC CHEVRON ROAD MARKINGS.
179 CRASH CUSHION.
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
A-201
H1
A-202
A1
A-201
A1
A-202
H1
A1
A-302
A1
A-302
A1
A-301
A1
A-301
S L O
P E
/2
:1
59' - 0"
4' - 0" 51' - 0" 4' - 0"
112 113
"121
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
IL
E N
O
S P
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N O
-0
C
R e v it L o c a l\ A
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H G
A T
E E
N T
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R n ic h o la s .w h it e C
X
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P
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A-121
V E
H
IC
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C O
N T
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T
R O
O F
P L A
N
M N
O B
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T
T A
U F
R A
N C
G P
A R
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R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE: 1/8" = 1'-0"
A1
ROOF PLAN
0 4' 8' 16'
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
125 PRE-FINISHED METAL STANDING SEAM ROOF PANEL.
PLAN NORTH
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
150 150
139144 144
TOP OF CANOPY
PARAPET
123' - 0"
155 155
"112
156 156
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
1 2
TOP OF CANOPY
PARAPET
123' - 0"
" 2
130 130
155 155
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
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L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
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E N
O
S P
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N O
-0
C
R e v it L o c a l\ A
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H G
A T
E E
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R n ic h o la s .w h it e C
X
W
.r v t
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:0
P
M
A-201
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
E X
T E
R
IO
R E
L E
V A
T
IO
N S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
0 4' 8' 16'
0 4' 8' 16'
108 PRE-FINISHED METAL FASCIA PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
139 CAST-IN-PLACE CONCRETE CRASH ATTENNUATOR.
144 CAST-IN-PLACE CONCRETE SIDEWALK.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
156 PRE-CAST CONCRETE SPLASHBLOCK.
173 PRE-FABRICATED, PRE-FINISHED GUARD/ID CHECK BOOTH. UL 752 LEVEL 3
BALLISTIC RATED. REFER TO SHEET A-403.
179 CRASH CUSHION.
SCALE: 1/8" = 1'-0"
H1
NORTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
A1
SOUTH EXTERIOR ELEVATION
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
BA
TOP OF CANOPY
PARAPET
123' - 0"
150150
130 130
" 2
155155
179 139
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
B A
TOP OF CANOPY
PARAPET
123' - 0"
" 2
155 139 179
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
N S
A -U
T A
H B
L U
F F
D A
L E
U
T N
S A
U C
O N
S O
L
ID
A T
IO
N
M
IS
S
IO
N
F A
C
IL
IT
Y
P N
U M
B E
R
W P
L D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
D R
A W
IN
G
F
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E N
O
S P
E C
N O
-0
C
R e v it L o c a l\ A
R C
H G
A T
E E
N T
R Y
R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-202
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
E X
T E
R
IO
R E
L E
V A
T
IO
N S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
0 4' 8' 16'
0 4' 8' 16'
108 PRE-FINISHED METAL FASCIA PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
139 CAST-IN-PLACE CONCRETE CRASH ATTENNUATOR.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
156 PRE-CAST CONCRETE SPLASHBLOCK.
173 PRE-FABRICATED, PRE-FINISHED GUARD/ID CHECK BOOTH. UL 752 LEVEL 3
BALLISTIC RATED. REFER TO SHEET A-403.
179 CRASH CUSHION.
SCALE: 1/8" = 1'-0"
H1
EAST EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
A1
WEST EXTERIOR ELELVATION
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
B A
TOP OF CANOPY
PARAPET
123' - 0"
" 2
130 173
30' - 0"
KEYED NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T A
S K
O R
D E
R
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S A
C R
A M
E N
T O
D
IS
T R
IC
T
J
S T
R
O O
M
S A
C R
A M
E N
T O
C
A
M
IS
S
IO
N F
A C
IL
IT
Y N
S A
U
T A
H F
Y M
IL
C
O N
N S
A -U
C O
N S
O L
ID
A T
IO
N
P /N
W P
L D
T B
D a H a s k e ll C o m p a n y
CUI
CUI
A F
O X
C
R e v it L o c a l\ A
R C
H G
A T
E E
N T
R Y
R n ic h o la s .w h it e C
X
W
.r v t
/1
/2
:3
:0
P
M
A-301
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
B U
IL
D
IN
G
S E
C T
IO
N
S
M N
O B
E R
T
T A
U F
R A
N C
G P
A R
K E
R
/2
/2
C O
R R
E C
T E
D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
A1
BUILDING SECTION
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
105 PRE-FINISHED METAL SOFFIT PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
139 CAST-IN-PLACE CONCRETE CRASH ATTENNUATOR.
143 PRE-CAST CONCRETE SPLASHBLOCK.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
173 PRE-FABRICATED, PRE-FINISHED GUARD/ID CHECK BOOTH. UL 752 LEVEL 3
BALLISTIC RATED. REFER TO SHEET A-403.
179 CRASH CUSHION.
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
FIRST FLOOR
100' - 0"
BOTTOM OF CANOPY
SOFFIT
118' - 0"
1 2
TOP OF CANOPY
PARAPET
123' - 0"
" 2
51' - 0"
KEYED NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
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A
T
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N N
O
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3 5 7 9 11 13 15 17 19
L
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M A
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D E
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F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
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S A
C R
A M
E N
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D
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T R
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S T
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S A
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N
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IS
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P N
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0 4' 8' 16'
SCALE: 1/8" = 1'-0"
A1
BUILDING SECTION
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
105 PRE-FINISHED METAL SOFFIT PANEL.
108 PRE-FINISHED METAL FASCIA PANEL.
121 PRE-FINISHED METAL COPING.
130 STRUCTURAL STEEL COLUMN.
139 CAST-IN-PLACE CONCRETE CRASH ATTENNUATOR.
150 CONCRETE MASONRY UNITS.
155 CAST STONE CAP.
18' - 8"
18' - 8"
18' - 0"
18' - 0"
18' - 8"
18' - 0"
18' - 8"
18' - 0"
18' - 8"
1' - 1"
2' - 11" 51' - 0" 2' - 11" 1' - 1"
59' - 0"
118 112
130130
130 130
173 173
113112
GENERAL NOTES
• THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS INDICATED
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
KEYED NOTES
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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N O
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N N
O
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3 5 7 9 11 13 15 17 19
L
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C
A
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M A
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D E
S C
R
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N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
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N
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T
T A
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T
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR REFLECTED CEILING PLAN
0 4' 8' 16'
105 PRE-FINISHED METAL SOFFIT PANEL.
112 PRE-FINISHED METAL DOWNSPOUT.
113 PRE-FINISHED METAL GUTTER.
118 PRE-FINISHED METAL SOFFIT TRIM.
130 STRUCTURAL STEEL COLUMN.
173 PRE-FABRICATED, PRE-FINISHED GUARD/ID CHECK BOOTH. UL 752 LEVEL 3
BALLISTIC RATED. REFER TO SHEET A-403.
PLAN NORTH
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SHEET A-001 FOR ARCHITECTURAL NOTES.
5. REFER TO SHEET A-002 FOR ABBREVIATIONS LEGEND.
6. REFER TO SHEET A-003 FOR ANNOTATION LEGEND.
7. REFER TO SHEET A-003 FOR GRAPHIC SCALES LEGEND.
8. REFER TO SHEET A-201 FOR EXTERIOR FINISH SCHEDULE.
9. REFER TO SHEET A-611 FOR DOOR AND WINDOW SCHEDULES.
10. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
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N O
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N N
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3 5 7 9 11 13 15 17 19
L
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M A
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D E
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R
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N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
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A
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H
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C O
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O
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SCALE:
A1
ISOMETRIC VIEW FROM SOUTHWEST
SCALE:
H1
ISOMETRIC VIEW FROM NORTHWEST
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
ON DIMENSIONED PLANS, SHOP DRAWINGS, OR ESTABLISHED FIELD
DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A
LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PRECEEDING.
SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = 0000.00 USFS ACTUAL ELEVATION.
2. SLAB ON GRADE TOP OF CONCRETE ELEVATION - 100'-0" TYPICAL, UNLESS
OTHERWISE NOTED.
3. THE NORTH ARROW INDICATED ON THIS SHEET REPRESENTS PLAN NORTH.
REFER TO CIVIL FOR TRUE NORTH.
4. REFER TO SHEET A-001 FOR ARCHITECTURAL NOTES.
5. REFER TO SHEET A-002 FOR ABBREVIATIONS LEGEND.
6. REFER TO SHEET A-003 FOR ANNOTATION LEGEND.
7. REFER TO SHEET A-003 FOR GRAPHIC SCALES LEGEND.
8. REFER TO SHEET A-201 FOR EXTERIOR FINISH SCHEDULE.
9. REFER TO SHEET A-611 FOR DOOR AND WINDOW SCHEDULES.
10. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
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N N
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3 5 7 9 11 13 15 17 19
L
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M A
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D E
S C
R
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N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
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A M
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T O
D
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P N
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CUI
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:1
P
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A-902
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IS
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T A
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G P
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C O
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D F
IN
A
L R
F P
V O
L U
M E
V E
H
IC
L E
C O
N T
R O
L P
O
IN
T
SCALE:
A1
ISOMETRIC VIEW FROM NORTHEAST
SCALE:
H1
ISOMETRIC VIEW FROM SOUTHEAST
A
D E
S
IG
N S
U B
M
IT
T A
L
/0
/2
B F
IN
A
L R
F P
/0 /2
C C
O R
R E
C T
E D
F
IN
A L
R F
P
/2
/2
| GENERAL |
| G-009 - COVER SHEET - VEHICLE CONTROL POINT |
| G-010 - SHEET INDEX - VEHICLE CONTROL POINT |
| ARCHITECTURAL |
| A-112 - VEHICLE CONTROL INSPECTION CANOPY - FIRST FLOOR PLAN |
| A-122 - VEHICLE CONTROL INSPECTION CANOPY - ROOF PLAN |
| A-203 - VEHICLE CONTROL INSPECTION CANOPY - EXTERIOR ELEVATIONS |
| A-204 - VEHICLE CONTROL INSPECTION CANOPY - EXTERIOR ELEVATIONS |
| A-303 - VEHICLE CONTROL INSPECTION CANOPY - BUILDING SECTIONS |
| A-712 - VEHICLE CONTROL INSPECTION CANOPY - REFLECTED CEILING PLAN |
| A-903 - VEHICLE CONTROL INSPECTION CANOPY - ISOMETRIC VIEWS |
| A-904 - VEHICLE CONTROL INSPECTION CANOPY - ISOMETRIC VIEWS |
| ARCHITECTURAL |
| A-111 - VEHICLE CONTROL POINT - FIRST FLOOR PLAN |
| A-121 - VEHICLE CONTROL POINT - ROOF PLAN |
| A-201 - VEHICLE CONTROL POINT - EXTERIOR ELEVATIONS |
| A-202 - VEHICLE CONTROL POINT - EXTERIOR ELEVATIONS |
| A-301 - VEHICLE CONTROL POINT - BUILDING SECTIONS |
| A-302 - VEHICLE CONTROL POINT - BUILDING SECTIONS |
| A-711 - VEHICLE CONTROL POINT - REFLECTED CEILING PLAN |
| A-901 - VEHICLE CONTROL POINT - ISOMETRIC VIEWS |
| A-902 - VEHICLE CONTROL POINT - ISOMETRIC VIEWS |
File details come from the government source that posted it. Updated .