MIE3 -AM 0002.pdf
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- Attached to
- ADAL South Entry Gate, Minot AFB, North Dakota
- Solicitation number
- W9128F24R0029
About this file
This document is a solicitation for a federal contract opportunity to construct the South Entry Gate at Minot Air Force Base in North Dakota. The project involves constructing a two-lane canopy-covered ID check area with guard booths, a 2-bay commercial vehicle inspection building with an attached gatehouse, as well as related site work such as paving, grading, utility work, vehicle barriers, fencing, signage, and landscaping. Key details include:
The contract is solicitation number W9128F24R0029, with an issued date of 12/11/2023. The project scope includes but is not limited to asphalt and concrete paving, grading, storm drainage, utility relocation and construction, placement of active and passive vehicle barriers and guardrails, temporary fencing, clearing and grubbing of trees and bushes, roadway signage and striping, sediment and erosion control measures, and seeding and landscape establishment. The project will be awarded by the U.S. Army Corps of Engineers Omaha District.
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SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
Designator)
RELEASE 6.0 for Level 2
(see A/E/C CADD STANDARD
INDEX
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D A
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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D B
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D R
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N B
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D E
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US Army Corps
U .S
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COMM
COMM
COMM
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
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ECOMM
COMM
COMM
COMM
COMM
COMM
CO
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMM
COMM
E
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G
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W
W
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COMM
COMM
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PHASE 2 WORK
TIE INTO
EXISTING FENCE
TEMP FENCE
SEE DETAIL SHEET GI651
TEMP GATE
SEE DETAIL
SHEET GI652
24' MIN. OPENING
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U .S
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PHASE 2 NOTES
PHASING PLAN - PHASE 2
SCALE: 1" = 100'A1
NORTH
100' 200'0 GI602
PH
AS
E
1. PHASE 2 CONSTRUCTION WILL TAKE PLACE WHILE THE ENTRY CONTROL POINT IS TEMPORARILY
CLOSED. COORDINATE CLOSURE WITH CONTRACTING OFFICER AND BASE SECURITY AT LEAST
2 WEEKS IN ADVANCE OF CLOSURE.
2. PLACE TEMPORARY FENCE AND GATES AS INDICATED. GATES SHALL BE LOCKABLE AND WILL NORMALLY BE LOCKED DURING CONSTRUCTION PERIOD. COORDINATE PLACEMENT OF FENCE AND OPERATION OR GATE
WITH CONTRACTING OFFICER AND BASE SECURITY PRIOR TO BEGINNING PHASE 2 CONSTRUCTION ACTIVITIES.
3. PHASE 2 WORK CONSISTS OF BUT MAY NOT BE LIMITED TO: REMAINDER OF DEMOLITION, INSTALLATION
OF PASSIVE VEHICLE BARRIERS, INSTALLATION OF ACTIVE VEHICLE BARRIERS AND APPURTENANCES, REMAINDER OF GRADING AND PAVING WORK, FINAL SIGNAGE AND STRIPING, AND COMPLETION OF SEEDING AND FINAL SITE STABILIZATION, INCLUDING REESTABLISHMENT OF STAGING/LAYDOWN AREA.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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C H
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D B
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D R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
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EN
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-2
9-
NO SCALE
16" MIN. DIA.
6"
3' -4
" M
IN
2"
3' -4
" M
IN
6"
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
FA
BR
IC
W
ID
TH
2"
NO SCALE
FASTENING DETAILS
TRUSS ROD AND BAND
ROUND POST
BRACE RAIL CLAMP DETAILS
H-BEAM
TENSION BAND DETAIL
END OR GATE POST DETAIL
2" (T
YP
2.25" x 1.70" 2.25" x 1.70" 2.375" O.D. 2.875" O.D.
2.25" x 1.70" 1.90" O.D.
2.25" x 1.70"
1.875" x 1.625"
3.50" x 3.50"
2.00" SQ.
2.375" O.D. 2.875" O.D.
2.50" SQ.
3.50" x 3.50"
3.00" SQ.
4.00" O.D.
1.66" O.D.
1.50" O.D.
1.625" x 1.50" 1.625" x 1.25"C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - SQUARE
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
LINE POSTS
C-SECTION (ROLL-FORMED)
TUBULAR - SQUARE
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
FABRIC LESS THAN 72"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
STEEL POST SCHEDULE
FABRIC 72" TO 96" FABRIC OVER 96"
NOTES:
FENCE LEGEND:
EXAMPLES:
H-BEAM ROUND POST
LINE POST ATTACHMENTS
TOP OR BRACE RAIL ATTACHMENT
10'-0" MAX. 10'-0" MAX.
10'-0" MAXIMUM
X X X X X X
XX
X XXXXXXXXXXX
X
X X X X X X
X X X X XXXXX
X X X X X X X
XXXXXX
X X X X X X
X X X X
XXXX
X X X X X X X
XXX
X X X
X X X X X
XXXXX
X X X X X
X
X
X
X
X
X X
X X
X X
X
XXX
X
X
X
NO SCALE
EXTENSION ARM DETAILS
LINE POST CORNER POST
1'-0"
1' -0
45 DEGREES
1' -0
7.5" (T
YP.)
35 DEGREES
X X X X X
XXXXX
X X X X X
X X X X
X
XX
XXX
X X
X X X X
XXXX
X X X X
X X X X
XXXX
X X X X
X
X
X X
X
X
H-SECTIONFE6 CHAIN-LINK TEMP. SECURITY FENCE DETAIL
FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE
ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC
WIDTH.
FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON,
TOP AND BOTTOM TENSION WIRE, AND 48 INCH
FABRIC WIDTH.
TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE
ON DOUBLE OUTRIGGER
TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
TBR - FENCE WITH TOP AND BOTTOM RAILS
TWB - TENSION WIRE TOP AND BOTTOM
TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE
NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE
MANUFACTURER.
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE
SECURE AREA.
3. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL FE6 FENCE
SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING
PROTECTED.
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID
INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP
TO THE TOP OF THE FOUNDATION.
6"
(TYP.)
1'- 6"
1'-10"
CORNER, END,
OR PULL POST
BRACE RAIL
TRUSS ROD
( 3/8" MIN. DIA.)
TIE WIRES
(TYP.)
TOP RAIL OR TENSION WIRE
BARBED-WIRE APRON
ON EXTENSION ARMS
LINE POST
CHAIN-LINK FABRIC
(9 GAGE, 2" MESH)
BOTTOM
OF FABRIC TENSION
WIRE
LINE POST
TIE WIRES
(TYP.)
CONCRETE BASE
GRADE
TIE WIRES (TYP.)
CONCRETE
BASE
TRUSS ROD
(3/8" MIN. DIA.)
TRUSS ROD
(3/8" MIN. DIA.)
TENSION
BAND
CARRIAGE BOLT
TENSION BAR
TENSION
WIRE
TENSION BAR TO ENGAGE
EACH FABRIC LINK
FABRIC
TENSION BAND
(15" O.C. MAX. AND WITHIN 4" FROM
TOP AND BOTTOM OF FABRIC)
9-GAGE TIE WIRES
(2'-0" O.C. MAX)
FABRIC
TIE WIRE
(15" O.C. MAX AND
WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
TIE WIRE
(15" O.C. MAX AND
WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
LINE POST
BRACE
RAILS
TRUSS ROD
PULL POST
TRUSS ROD
BRACE RAILSLINE POST
TOP RAIL OR
TENSION WIRE
8" PLAIN PIN
RIVETED FLUSH (TYP.)
3/8" PLAIN PIN
RIVETED FLUSH (TYP.)
BARBED
WIRE (TYP.)
LOCK PIN (TYP.)
LINE POST
NO CONCRETE REQ'D
2' -1
0" M
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F
TEMPORARY FENCE DETAILS
SCALE: NTSA1 GI651
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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D B
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C H
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D B
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D R
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D
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US Army Corps of Engineers
U .S
. A R
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2"
IN
5" M
AX
6"
2' -0
10"
1"
6"
6" DIA. P.C. CONC.
OFFSET HINGE STANDARD HINGE
LATCH ASSEMBLY
DROP ROD ASSEMBLY
GATE POST SCHEDULE
6' OR LESS
MORE THAN 13' TO 18'
MORE THAN 6' TO 13'
MORE THAN 18'
2.875" O.D.
2.5" SQ.
4.0" O.D.
6.625" O.D.
8.625" O.D.
NOTES:
NO SCALE
SWING GATE DETAILS
GATE KEEPER
(TO HOLD GATE OPEN)
PLAN A
A
DROP ROD FOUNDATION
SECTION
GATE POST DETAIL
AT CURB AND GUTTER
FE
N
C E
FA
BR
IC
GATE LEAF
2" M
IN
5" M
AX
NO SCALE
DOUBLE SWING GATE (TYPE FE6 FENCE)
ELEVATION
6"
1' -0
" X X X X X
XXXXX
X X X X X
X
X
X X
X
X X X X X
X X
XXXXX
X X X
X
XX
XXX X X X X X
XXXXX
X X X X X X
X
X X
X
X
X X X X X X X
XXXXXXX
X X X X X X X X X XX X X X
XXXXXXX
X X X X X X X X X X X X X X
XXXXXXX
X X X X X X X X X X X X X X
XXXXXXX
X X X X X X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X X X X
XXXXXXX
X X X X X X X
X X X X
XXXX
X X X X
X X X X X
XXXXX
X X X X X X X
XX
X X
X X
X X
X X
X
XXXXXXX
X X X X X X X
X X
X X X
X
X XXX
X
XX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X X
X
X X
X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
X
X X
X
X X
X
XX
X X
X X X X X
XXXXX
X X X X X
PLAN
DIRECTION OF GATE SWING (TYP.)
GATE OPENING
SECTION
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.
2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,
LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)
OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED
CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.
AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE
USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
CONSTRUCTION OF ALL GATES SUPPLIED.
4. GATES SHALL BE DESIGNATED AS FOLLOWS:
FENCE TYPE - FE5, FE6, ETC.
FENCE HEIGHT - INCHES
TYPE OPENING - SO (SINGLE)
- DO (DOUBLE)
HINGE - RA (STANDARD)
- HO (OFFSET)
OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
EXAMPLES: FE6-84-DO-RA-24
FE5-48-SO-HD-6
6" DIA.
GATE LEAF WIDTH
(NOMINAL)
OUTSIDE DIMENSION
(NOMINAL)
3'-10" FOR POSTS 8 5 8" O.D.
3'-4" FOR POSTS 6 5 8" O.D.
2'-10" FOR POSTS 4" O.D. & LESS
16" DIA. MIN. FOR GATE POSTS
4" O.D. & LESS
24" DIA. MIN. FOR GATE POSTS
OVER 4" O.D.
SAWCUT
GUTTER
3" MIN.
GATE
POST
2" EXP. JOINT
GATE
EXIST. CURB
AND GUTTER
SAWCUT CURB
FULL DEPTH
NEW GATE
WASHER
2" EXP.
JOINT
NEW CURB
AND GUTTER
NEW GATE
POST FOUND.
EXIST. CURB
STANDARD
HINGE
CHAIN-LINK FABRIC
GATE FRAME
3 VERTICAL STRANDS
OF BARBED-WIRE
3 STRANDS OF
BARBED-WIRE
GRADE
LINE
LINE POST
TRUSS ROD
(TYP.)BRACE RAIL
(TYP.)
BRACE
RAIL (TYP.)
HINGE
BOTTOM TENSION WIRE
OR RAIL AS SPECIFIED
TOP TENSION WIRE OR
RAIL AS SPECIFIED
3-STRANDS OF
BARBED WIRE3-STRANDS OF
BARBED WIRE
CHAIN-LINK
FABRIC
LINE POST
LATCH
ASSEMBLY
DROP ROD
8" TRUSS RODS
GATE FRAME
PAVED
SURFACE
BITUMINOUS
PAVEMENT
1" I.D. STEEL PIPE
SAND/GRAVEL
P.C. CONC.
PAVEMENT
2" DIA. DROP ROD
HINGE
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U .S
. A R
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F
TEMPORARY FENCE DETAILS
SCALE: NTSA1 GI652
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
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N
B Y:
D
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IG
N
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B
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C O
N
TR
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N O
SO
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C
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N N
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SI
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M
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C R
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D
AT
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
S H
EE
T
AD
D
ED
-2 9-
1. SAWCUT
2. REMOVE PAVEMENT
3. SAWCUT 2' NORTH OF ROADWAY CENTERLINE
4. REMOVE CANOPY AND RELATED STRUCTURES, SEE NOTE 6
5. REMOVE MASONRY WALL ENCLOSURE AND CONCRETE PAD
6. REMOVE CULVERT
7. REMOVE GUARDBOOTH STRUCTURES
8. REMOVE GATEHOUSE STRUCTURE
9. REMOVE CABLE BARRIER
10. REMOVE ACTIVE VEHICLE BARRIER AND APPURTENANCES
11. REMOVE EQUIPMENT SHED STRUCTURE
12. REMOVE SANITARY SEWER PIPE
13. REMOVE UNDERGROUND ELECTRIC LINE
14. REMOVE UNDERGROUND COMMUNICATION LINE
15. REMOVE UNDERGROUND GAS LINE
16. REMOVE BOLLARDS, SIGNS AND BARRIERS
17. REMOVE ELECTRIC POLE/LUMINAIRE, SEE NOTE 4
18. REMOVE TREE/BUSHES
19. REMOVE UTILITY HANDHOLE/MANHOLE
TP
TP
TP
E
S
H
MW
G
S
ELEC
L
TP
C
ELECTPELECTPC
J
G
G
J
J
J
C
C
C
H
H
H
TP
G
TP
S
TP
J
J
J
TP
TPELEC
S
J
C TP
TP
S
E
C
J
J
TP
TPTP
E
C
C
PIV
TP
TPTP
D
S
SVE
V
S
S
S S
TP
TP
TP
E E
E
E
E
MH INVERT = 1635.540
10" PVC NE = 1627.647
4" PVC E = 1615.010
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE FEATURE
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE LINEAR FEATURE
REMOVE SITE FEATURE
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF
ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT. PROVIDE REPAIRS THAT MEET OR EXCEED THE QUALITY
OF CONSTRUCTION PRIOR TO DAMAGE.
2. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED WITH THE CONTRACTING OFFICER.
3. REFER TO SHEET GI102 FOR LOCATION OF STAGING AND LAYDOWN
AREA
4. FOR LIGHT POLES, REMOVE FOUNDATION AND BASE AND SALVAGE
POLE AND LUMINAIRE. TURN OVER POLE AND LUMINAIRE TO UTILITY.
5. PRIOR TO DEMOLITION OF EXISTING GATEHOUSE AND GUARDOOTHS,
PERFORM AN INSPECTION FOR LEAD BASED PAINT AND ASBESTOS AND
REPORT RESULTS TO CONTRACTING OFFICER. DUE TO AGE OF
STRUCTURES, THESE CONTAMINANTS ARE NOT EXPECTED TO BE
PRESENT. SEE SPECIFICATION 02 41 00 FOR MORE INFORMATION.
6. REMOVE EXISTING SEARCH AREA CANOPY AND SALVAGE FOR REUSE.
CANOPY TO BE TURNED OVER TO GOVERNMENT, AND IT WILL BE
REMOVED FROM CONSTRUCTION SITE BY OTHERS.
CP CP CP
TP
H
COMM
COMM
COMM
COMM
COMM
EEEEEEEEEEEE
E
E E
E E
E E
E
E
E
E
E
E
E E
E E
E E
E E
EE
COMM
COMMCOMMCOMMCOMM
COMM
COMM
COMM
EEEEEEEEEEEEEEEEEE
E
E E
E E
E
MI22-08
MI22-07
18" CMP
INVERT = 1639.033
18" CMP
INVERT = 1638.961
8FT CHAIN LINK WITH BARB WIRE
8FT C
H
AIN
LIN
K W
ITH
BAR
B W
IR
E
N: 512238.53 E: 1773632.63
N: 512248.51 E: 1773633.00
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CD101
AR
EA
A1 SCALE: 1" = 40' - 0"
DEMOLITION PLAN
40' 80'0
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
D
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
3. SAWCUT 2' NORTH OF ROADWAY CENTERLINE
4. REMOVE CANOPY AND RELATED STRUCTURES, SEE NOTE 6
5. REMOVE MASONRY WALL ENCLOSURE AND CONCRETE PAD
6. REMOVE CULVERT
7. REMOVE GUARDBOOTH STRUCTURES
8. REMOVE GATEHOUSE STRUCTURE
9. REMOVE CABLE BARRIER
10. REMOVE ACTIVE VEHICLE BARRIER AND APPURTENANCES
11. REMOVE EQUIPMENT SHED STRUCTURE
12. REMOVE SANITARY SEWER PIPE
13. REMOVE UNDERGROUND ELECTRIC LINE
14. REMOVE UNDERGROUND COMMUNICATION LINE
15. REMOVE UNDERGROUND GAS LINE
16. REMOVE BOLLARDS, SIGNS AND BARRIERS
17. REMOVE ELECTRIC POLE/LUMINAIRE, SEE NOTE 4
18. REMOVE TREE/BUSHES
19. REMOVE UTILITY HANDHOLE/MANHOLE
TP
TP
TP
E
S
H
MW
G
S
ELEC
L
TP
C
ELECTPELECTPC
J
G
G
J
J
J
C
C
C
H
H
H
TP
G
TP
S
TP
J
J
J
TP
TPELEC
S
J
C TP
TP
S
E
C
J
J
TP
TPTP
E
C
C
PIV
TP
TPTP
D
S
SVE
V
S
S
S S
TP
TP
TP
E E
E
E
E
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE FEATURE
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE LINEAR FEATURE
REMOVE SITE FEATURE
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF
ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT. PROVIDE REPAIRS THAT MEET OR EXCEED THE QUALITY
OF CONSTRUCTION PRIOR TO DAMAGE.
2. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED WITH THE CONTRACTING OFFICER.
3. REFER TO SHEET GI102 FOR LOCATION OF STAGING AND LAYDOWN
AREA
4. FOR LIGHT POLES, REMOVE FOUNDATION AND BASE AND SALVAGE
POLE AND LUMINAIRE. TURN OVER POLE AND LUMINAIRE TO UTILITY.
5. PRIOR TO DEMOLITION OF EXISTING GATEHOUSE AND GUARDOOTHS,
PERFORM AN INSPECTION FOR LEAD BASED PAINT AND ASBESTOS AND
REPORT RESULTS TO CONTRACTING OFFICER. DUE TO AGE OF
STRUCTURES, THESE CONTAMINANTS ARE NOT EXPECTED TO BE
PRESENT. SEE SPECIFICATION 02 41 00 FOR MORE INFORMATION.
6. REMOVE EXISTING SEARCH AREA CANOPY AND SALVAGE FOR REUSE.
CANOPY TO BE TURNED OVER TO GOVERNMENT, AND IT WILL BE
REMOVED FROM CONSTRUCTION SITE BY OTHERS.
C
ELECTPELECTPC
C
H
H
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E E
E E
E E
E E
E E
E E
E E
E E
E
EE
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE
E
E
E
C O
M M
C O
M M
COMM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E E
E E
E E
E E
E E
E E
E E
E
EE
COMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MI22-06
MI22-01
MI22-01A
MI22-02
MI22-03A
MI22-05
CP
CP
CP
CP
18" CMP
INVERT = 1636.065
18" CMP
INVERT = 1636.336
ALL BOLLARDS
7" DIAMETER
4' HEIGHT
8FT CHAIN LINK WITH BARB WIRE
COMM
COMM
N: 512436.58 E: 1772782.67
N: 512462.85 E: 1772794.04
N: 512590.54 E: 1772532.08
N: 512331.45 E: 1773085.00
N: 512344.78 E: 1773089.00
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U .S
. A R
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C O
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A
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B, N O
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F
CD102
AR
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A1 SCALE: 1" = 40' - 0"
DEMOLITION PLAN
40' 80'0
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
D
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
D
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
3. SAWCUT 2' NORTH OF ROADWAY CENTERLINE
4. REMOVE CANOPY AND RELATED STRUCTURES, SEE NOTE 6
5. REMOVE MASONRY WALL ENCLOSURE AND CONCRETE PAD
6. REMOVE CULVERT
7. REMOVE GUARDBOOTH STRUCTURES
8. REMOVE GATEHOUSE STRUCTURE
9. REMOVE CABLE BARRIER
10. REMOVE ACTIVE VEHICLE BARRIER AND APPURTENANCES
11. REMOVE EQUIPMENT SHED STRUCTURE
12. REMOVE SANITARY SEWER PIPE
13. REMOVE UNDERGROUND ELECTRIC LINE
14. REMOVE UNDERGROUND COMMUNICATION LINE
15. REMOVE UNDERGROUND GAS LINE
16. REMOVE BOLLARDS, SIGNS AND BARRIERS
17. REMOVE ELECTRIC POLE/LUMINAIRE, SEE NOTE 4
18. REMOVE TREE/BUSHES
19. REMOVE UTILITY HANDHOLE/MANHOLE
TP
TP
TP
E
S
H
MW
G
S
ELEC
L
TP
C
ELECTPELECTPC
J
G
G
J
J
J
C
C
C
H
H
H
TP
G
TP
S
TP
J
J
J
TP
TPELEC
S
J
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TP
S
E
C
J
J
TP
TPTP
E
C
C
PIV
TP
TPTP
D
S
SVE
V
S
S
S S
TP
TP
TP
E E
E
E
E
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE FEATURE
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE LINEAR FEATURE
REMOVE SITE FEATURE
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF
ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT. PROVIDE REPAIRS THAT MEET OR EXCEED THE QUALITY
OF CONSTRUCTION PRIOR TO DAMAGE.
2. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED WITH THE CONTRACTING OFFICER.
3. REFER TO SHEET GI102 FOR LOCATION OF STAGING AND LAYDOWN
AREA
4. FOR LIGHT POLES, REMOVE FOUNDATION AND BASE AND SALVAGE
POLE AND LUMINAIRE. TURN OVER POLE AND LUMINAIRE TO UTILITY.
5. PRIOR TO DEMOLITION OF EXISTING GATEHOUSE AND GUARDOOTHS,
PERFORM AN INSPECTION FOR LEAD BASED PAINT AND ASBESTOS AND
REPORT RESULTS TO CONTRACTING OFFICER. DUE TO AGE OF
STRUCTURES, THESE CONTAMINANTS ARE NOT EXPECTED TO BE
PRESENT. SEE SPECIFICATION 02 41 00 FOR MORE INFORMATION.
6. REMOVE EXISTING SEARCH AREA CANOPY AND SALVAGE FOR REUSE.
CANOPY TO BE TURNED OVER TO GOVERNMENT, AND IT WILL BE
REMOVED FROM CONSTRUCTION SITE BY OTHERS.
CP
CP
CP
CP
CP
CP
S
H
J
G
G
J
C
G
TP
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
G
COMM
COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MI22-04
18" CMP
INVERT = 1630.729
18" CMP
INVERT = 1631.078
3FT CABLE
3F T
CA
BL
E
8F T
CHAI
NLIN
K
W
IT
H B
AR
B W
IR
E
DIAMETER = 10"
HEIGHT = 3'
DIAMETER = 7"
HEIGHT = 5'
DIAMETER = 7"
HEIGHT = 5'
DIAMETER = 4"
HEIGHT = 4'
E
E
E
DIAMETER = 7"
HEIGHT = 5'
DIAMETER = 9"
HEIGHT = 4'
DIAMETER = 9"
HEIGHT = 4'
DIAMETER = 9"
HEIGHT = 4'
MH INVERT = 1635.540
10" PVC NE = 1627.647
4" PVC E = 1615.010
W
17 17
N: 512854.56 E: 1772081.45
N: 512879.19 E: 1772099.19
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US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
EE
R S
O M
AH
A
D
IS
TR
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O L
AV
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A, N E
/1
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B, N O
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EC
F
CD103
AR
EA
A1 SCALE: 1" = 40' - 0"
DEMOLITION PLAN
40' 80'0
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
D
MATCH LINE - SEE SHEET CD104
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
3. SAWCUT 2' NORTH OF ROADWAY CENTERLINE
4. REMOVE CANOPY AND RELATED STRUCTURES, SEE NOTE 6
5. REMOVE MASONRY WALL ENCLOSURE AND CONCRETE PAD
6. REMOVE CULVERT
7. REMOVE GUARDBOOTH STRUCTURES
8. REMOVE GATEHOUSE STRUCTURE
9. REMOVE CABLE BARRIER
10. REMOVE ACTIVE VEHICLE BARRIER AND APPURTENANCES
11. REMOVE EQUIPMENT SHED STRUCTURE
12. REMOVE SANITARY SEWER PIPE
13. REMOVE UNDERGROUND ELECTRIC LINE
14. REMOVE UNDERGROUND COMMUNICATION LINE
15. REMOVE UNDERGROUND GAS LINE
16. REMOVE BOLLARDS, SIGNS AND BARRIERS
17. REMOVE ELECTRIC POLE/LUMINAIRE, SEE NOTE 4
18. REMOVE TREE/BUSHES
19. REMOVE UTILITY HANDHOLE/MANHOLE
TP
TP
TP
E
S
H
MW
G
S
ELEC
L
TP
C
ELECTPELECTPC
J
G
G
J
J
J
C
C
C
H
H
H
TP
G
TP
S
TP
J
J
J
TP
TPELEC
S
J
C TP
TP
S
E
C
J
J
TP
TPTP
E
C
C
PIV
TP
TPTP
D
S
SVE
V
S
S
S S
TP
TP
TP
E E
E
E
E
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE FEATURE
REMOVE PAVEMENT
REMOVE STRUCTURE
REMOVE SITE LINEAR FEATURE
REMOVE SITE FEATURE
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND EXISTENCE OF
ALL UTILITIES SHOWN PRIOR TO CONSTRUCTION. ANY UTILITY
DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT. PROVIDE REPAIRS THAT MEET OR EXCEED THE QUALITY
OF CONSTRUCTION PRIOR TO DAMAGE.
2. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES EXCEPT WHEN
SCHEDULED WITH THE CONTRACTING OFFICER.
3. REFER TO SHEET GI102 FOR LOCATION OF STAGING AND LAYDOWN
AREA
4. FOR LIGHT POLES, REMOVE FOUNDATION AND BASE AND SALVAGE
POLE AND LUMINAIRE. TURN OVER POLE AND LUMINAIRE TO UTILITY.
5. PRIOR TO DEMOLITION OF EXISTING GATEHOUSE AND GUARDOOTHS,
PERFORM AN INSPECTION FOR LEAD BASED PAINT AND ASBESTOS AND
REPORT RESULTS TO CONTRACTING OFFICER. DUE TO AGE OF
STRUCTURES, THESE CONTAMINANTS ARE NOT EXPECTED TO BE
PRESENT. SEE SPECIFICATION 02 41 00 FOR MORE INFORMATION.
6. REMOVE EXISTING SEARCH AREA CANOPY AND SALVAGE FOR REUSE.
CANOPY TO BE TURNED OVER TO GOVERNMENT, AND IT WILL BE
REMOVED FROM CONSTRUCTION SITE BY OTHERS.
CP
CP
CP
CP
J
J
C
TP
S
TP
J
J
J
TP
TPELEC
S
J
C TP
TP
S
E C
J
D
E
E
E
E
E
E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
G
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E E E E
E
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
W W
E E
E E
E E
E E
E E
E E
E
COMM
COMM
COMM
COMM
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
EE
E
E E
C O
M M
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E E
E
E
E
E E
E E
E E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
EE
E
E E
EEEEEEEE
SA
N
E
G
COMM
COMM
COMM
COMM
COMM
E
E
E
COMM
G
G
E
CP
CP
E
E
E E
E
E
E
E
E
E
E E E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
CP
C P
COMM
COMM
MANHOLE
WELDED SHUT
18" IRON
INVERT = 1624.710
18" RCP
INVERT = 1626.769
8" PVC
INVERT = 1630.588
8" PVC
INVERT 1631.354
8" PVC
INVERT = 1630.701
8" PVC
INVERT = 1631.407
18" RCP
INVERT = 1630.40318" RCP
INVERT = 1629.654
18" RCP
INVERT = 1628.484
18" RCP
INVERT = 1628.674
18" CMP
INVERT = 1626.309
18" CMP
INVERT = 1625.198
3FT CABLE
3F T
CAB
LE
7FT CHAIN LINK
E
E
E
E
E
E
E
E
E
E
E
E
ACTIVE BARRIER
MANHOLE INVERT = 1630.317
10" PVC N = 1624.623
10" PVC SE = 1624.625
MANHOLE INVERT = 1632.185
10" PVC NW = 1626.137
10" PVC SW = 1626.359
W 6
15 12
N: 513387.92 E: 1771428.16
N: 513345.96 E: 1771399.62
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TH
G
AT
E
EC
F
CD104
AR
EA
A1 SCALE: 1" = 40' - 0"
DEMOLITION PLAN
NORTH
MATCH LINE - SEE SHEET CD103
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
40' 80'0
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
L2
2 1
CP CP CP
TP
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMMCOMMCOMM
COMM
COMM
COMM
EEEEEEEE
18" CMP
INVERT = 1639.033
18" CMP
INVERT = 1638.961
8FT CHAIN LINK WITH BARB WIRE
8FT C
H
AIN
LIN
K W
ITH
BAR
B W
IR
E
C S3
C S3
200+00
201+00
202+00
203+00
PO
B:
+0 0.
00 100+00
101+00
102+00
103+00
104+00
105+00
POB: 100+00.00
PC: 101+36.00
PT
: 1
+0
9.
300+00301+00 302+00
303+00
304+00
305+00
306+00
PO
B:
+0 0.
PC
: 3
+2
6.
1. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING PAVEMENT
2. WRONG WAY DETECTION LOOPS, SEE ELECTRICAL
3. M50/K12 PASSIVE VEHICLE BARRIER, SEE NOTE 6
4. ID CHECK CANOPY
5. GUARD BOOTHS
6. COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE
7. 5' WIDE PORTLAND CONCRETE SIDEWALK, PER DETAIL A1/CS503
8. PORTABLE GENERATOR PAD (10' X 15')
9. TRANSFORMER PAD (6' X 6')
10. PAD FOR CONDENSER UNITS (4' X 8')
11. CONCRETE INTEGRAL CURB, PER DETAIL A7/CS502
12. W-BEAM GUARDRAIL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
13. M50/K12 RATED BOLLARDS (X3), SEE NOTE 9
14. M50/K12 RATED ACTIVE VEHICLE BARRIERS AND CONTROLS, SEE NOTES 7 & 8
15. OVERWATCH CONTROL PEDESTAL, SEE ELECTRICAL
16. SAFETY LOOPS, SEE ELECTRICAL
17. HYBRID SIGNAL BEACONS MOUNTED ON MAST ARM, SEE CT403
18. CONCRETE CURB AND GUTTER, "SPILL" TYPE, PER DETAIL A1/CS502
19. TRAFFIC POLE WITH MAST ARM, SEE CT403
20. GUARDRAIL END TERMINAL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
21. PAD FOR ACTIVE VEHICLE BARRIER ELECTRICAL POWER UNIT (6' X 8')
22. AGGREGATE SURFACED AREA FOR LIFT STATION, PER DETAIL J1/CS501
23. CONCRETE CURB AND GUTTER, "CATCH" TYPE, PER DETAIL A1/CS502
24. CURB NOSE DOWN, PER DETAIL G13/CS502
E
FUEL STORAGE
MW
L
E
C
E
D
VE
V
COULD NOT OPEN
HEAVY ASPHALT PAVEMENT
HEAVY CONCRETE PAVEMENT
CONCRETE INTEGRAL CURB
PASSIVE VEHICLE BARRIER
W-BEAM GUARDRAIL
CONCRETE SIDEWALK
CONCRETE CURB AND GUTTER
STRUCTURAL STOOP, SEE STRUCT.
AGGREGATE SURFACE
LIGHT ASPHALT PAVEMENT
LIGHT CONCRETE PAVEMENT
1. SEE SHEETS CS301-CS302 FOR PAVEMENT TYPICAL SECTIONS.
2. SEE SHEETS CG201-CG203 FOR PAVEMENT PROFILES
3. SEE SHEETS CT101-CT104 FOR SIGNAGE AND STRIPING PLAN.
4. SEE CS400 SERIES SHEETS FOR DETAILED LAYOUT COORDINATES.
5. SEE SHEET CS601 FOR ROADWAY ALIGNMENT DATA.
6. PASSIVE VEHICLE BARRIER ALIGNMENT IS APPROXIMATE. CONTRACTOR SHALL
SUBMIT SHOP DRAWING OF FINAL PASSIVE VEHICLE BARRIER ALIGNMENT. SEE
SPECIFICATION 34 75 13.15 FOR DETAILED PASSIVE BARRIER REQUIREMENTS.
7. ACTIVE VEHICLE BARRIERS (AVB) SHALL BE WEDGE, PLATE,
OR FINGER TYPE AND SHALL BE OF SUFFICIENT LENGTH TO SPAN THE INBOUND
AND OUTBOUND LANES WITH ONE BARRIER PER LANE. SEE SPECIFICATION 34
75 13.13 FOR DETAILED ACTIVE BARRIER REQUIREMENTS.
8. ACTIVE VEHICLE BARRIERS SHALL UTILIZE SDDCTEA 7-SECOND HYBRID BEACON
SAFETY SCHEME. SEE SHEET CT403 FOR DETAILED PLAN.
9. BOLLARDS SHALL MEET IMPACT RATING INDICATED.. SEE SPECIFICIATION
34 75 13.15 FOR REQUIREMENTS.
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U .S
. A R
M Y
C O
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IN
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R S
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A
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TR
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AV
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AH
A, N E
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N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
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AF
B, N O
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S O
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TH
G
AT
E
EC
F
CS101
AR
EA
A1 SCALE: 1" = 40' - 0"
SITE PLAN
40' 80'0
NORTH
SCALE: 1" = 800'
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
S1
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
6'
VEHICLE INSPECTION BAYS
GATEHOUSE/WAITING
L3
L4
C
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
G
G
G
G
G
G
G
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
8FT CHAIN LINK WITH BARB WIRE
C S3
C S3
CS
C S3
C S3
204+00
205+00
206+00
207+00
208+00
209+00
210+00
211+00
211+34.36
PO
E:
+3 4.
PI
: 2
+4
2.
PC
: 2
+1
4.
PT
: 2
+1
1.
105+00
106+00
107+00
107+42.76
PO
E:
+4 2.
307+00
308+00
309+00
310+00
311+00
312+00
313+00
314+00
315+00
316+00
PC
: 3
+6
6.
PT
: 3
+6
6.
1. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING PAVEMENT
2. WRONG WAY DETECTION LOOPS, SEE ELECTRICAL
3. M50/K12 PASSIVE VEHICLE BARRIER, SEE NOTE 6
4. ID CHECK CANOPY
5. GUARD BOOTHS
6. COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE
7. 5' WIDE PORTLAND CONCRETE SIDEWALK, PER DETAIL A1/CS503
8. PORTABLE GENERATOR PAD (10' X 15')
9. TRANSFORMER PAD (6' X 6')
10. PAD FOR CONDENSER UNITS (4' X 8')
11. CONCRETE INTEGRAL CURB, PER DETAIL A7/CS502
12. W-BEAM GUARDRAIL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
13. M50/K12 RATED BOLLARDS (X3), SEE NOTE 9
14. M50/K12 RATED ACTIVE VEHICLE BARRIERS AND CONTROLS, SEE NOTES 7 & 8
15. OVERWATCH CONTROL PEDESTAL, SEE ELECTRICAL
16. SAFETY LOOPS, SEE ELECTRICAL
17. HYBRID SIGNAL BEACONS MOUNTED ON MAST ARM, SEE CT403
18. CONCRETE CURB AND GUTTER, "SPILL" TYPE, PER DETAIL A1/CS502
19. TRAFFIC POLE WITH MAST ARM, SEE CT403
20. GUARDRAIL END TERMINAL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
21. PAD FOR ACTIVE VEHICLE BARRIER ELECTRICAL POWER UNIT (6' X 8')
22. AGGREGATE SURFACED AREA FOR LIFT STATION, PER DETAIL J1/CS501
23. CONCRETE CURB AND GUTTER, "CATCH" TYPE, PER DETAIL A1/CS502
24. CURB NOSE DOWN, PER DETAIL G13/CS502
E
FUEL STORAGE
MW
L
E
C
E
D
VE
V
COULD NOT OPEN
HEAVY ASPHALT PAVEMENT
HEAVY CONCRETE PAVEMENT
CONCRETE INTEGRAL CURB
PASSIVE VEHICLE BARRIER
W-BEAM GUARDRAIL
CONCRETE SIDEWALK
CONCRETE CURB AND GUTTER
STRUCTURAL STOOP, SEE STRUCT.
AGGREGATE SURFACE
LIGHT ASPHALT PAVEMENT
LIGHT CONCRETE PAVEMENT
1. SEE SHEETS CS301-CS302 FOR PAVEMENT TYPICAL SECTIONS.
2. SEE SHEETS CG201-CG203 FOR PAVEMENT PROFILES
3. SEE SHEETS CT101-CT104 FOR SIGNAGE AND STRIPING PLAN.
4. SEE CS400 SERIES SHEETS FOR DETAILED LAYOUT COORDINATES.
5. SEE SHEET CS601 FOR ROADWAY ALIGNMENT DATA.
6. PASSIVE VEHICLE BARRIER ALIGNMENT IS APPROXIMATE. CONTRACTOR SHALL
SUBMIT SHOP DRAWING OF FINAL PASSIVE VEHICLE BARRIER ALIGNMENT. SEE
SPECIFICATION 34 75 13.15 FOR DETAILED PASSIVE BARRIER REQUIREMENTS.
7. ACTIVE VEHICLE BARRIERS (AVB) SHALL BE WEDGE, PLATE,
OR FINGER TYPE AND SHALL BE OF SUFFICIENT LENGTH TO SPAN THE INBOUND
AND OUTBOUND LANES WITH ONE BARRIER PER LANE. SEE SPECIFICATION 34
75 13.13 FOR DETAILED ACTIVE BARRIER REQUIREMENTS.
8. ACTIVE VEHICLE BARRIERS SHALL UTILIZE SDDCTEA 7-SECOND HYBRID BEACON
SAFETY SCHEME. SEE SHEET CT403 FOR DETAILED PLAN.
9. BOLLARDS SHALL MEET IMPACT RATING INDICATED.. SEE SPECIFICIATION
34 75 13.15 FOR REQUIREMENTS.
M
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US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
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TR
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AV
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A, N E
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N U
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BE
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FI
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N
AM
E:
AN
SI
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AF
B, N O
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TH
D
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AD
AL
S O
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AT
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EC
F
CS102
AR
EA
A1 SCALE: 1" = 40' - 0"
SITE PLAN
40' 80'0
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
S1
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
S1
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
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IS
SU
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AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
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IS
IO
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-2
9-
208.5' TYP.
L7
' 12'
H
J
J
C
TP
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
EE
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CS3
CS3
CS3
027 20
317+00
318+00
319+00
320+00
321+00
322+00
323+00
324+00
325+00
326+00
PT
: 3
+1
9.8
1. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING PAVEMENT
2. WRONG WAY DETECTION LOOPS, SEE ELECTRICAL
3. M50/K12 PASSIVE VEHICLE BARRIER, SEE NOTE 6
4. ID CHECK CANOPY
5. GUARD BOOTHS
6. COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE
7. 5' WIDE PORTLAND CONCRETE SIDEWALK, PER DETAIL A1/CS503
8. PORTABLE GENERATOR PAD (10' X 15')
9. TRANSFORMER PAD (6' X 6')
10. PAD FOR CONDENSER UNITS (4' X 8')
11. CONCRETE INTEGRAL CURB, PER DETAIL A7/CS502
12. W-BEAM GUARDRAIL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
13. M50/K12 RATED BOLLARDS (X3), SEE NOTE 9
14. M50/K12 RATED ACTIVE VEHICLE BARRIERS AND CONTROLS, SEE NOTES 7 & 8
15. OVERWATCH CONTROL PEDESTAL, SEE ELECTRICAL
16. SAFETY LOOPS, SEE ELECTRICAL
17. HYBRID SIGNAL BEACONS MOUNTED ON MAST ARM, SEE CT403
18. CONCRETE CURB AND GUTTER, "SPILL" TYPE, PER DETAIL A1/CS502
19. TRAFFIC POLE WITH MAST ARM, SEE CT403
20. GUARDRAIL END TERMINAL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
21. PAD FOR ACTIVE VEHICLE BARRIER ELECTRICAL POWER UNIT (6' X 8')
22. AGGREGATE SURFACED AREA FOR LIFT STATION, PER DETAIL J1/CS501
23. CONCRETE CURB AND GUTTER, "CATCH" TYPE, PER DETAIL A1/CS502
24. CURB NOSE DOWN, PER DETAIL G13/CS502
E
FUEL STORAGE
MW
L
E
C
E
D
VE
V
COULD NOT OPEN
HEAVY ASPHALT PAVEMENT
HEAVY CONCRETE PAVEMENT
CONCRETE INTEGRAL CURB
PASSIVE VEHICLE BARRIER
W-BEAM GUARDRAIL
CONCRETE SIDEWALK
CONCRETE CURB AND GUTTER
STRUCTURAL STOOP, SEE STRUCT.
AGGREGATE SURFACE
LIGHT ASPHALT PAVEMENT
LIGHT CONCRETE PAVEMENT
1. SEE SHEETS CS301-CS302 FOR PAVEMENT TYPICAL SECTIONS.
2. SEE SHEETS CG201-CG203 FOR PAVEMENT PROFILES
3. SEE SHEETS CT101-CT104 FOR SIGNAGE AND STRIPING PLAN.
4. SEE CS400 SERIES SHEETS FOR DETAILED LAYOUT COORDINATES.
5. SEE SHEET CS601 FOR ROADWAY ALIGNMENT DATA.
6. PASSIVE VEHICLE BARRIER ALIGNMENT IS APPROXIMATE. CONTRACTOR SHALL
SUBMIT SHOP DRAWING OF FINAL PASSIVE VEHICLE BARRIER ALIGNMENT. SEE
SPECIFICATION 34 75 13.15 FOR DETAILED PASSIVE BARRIER REQUIREMENTS.
7. ACTIVE VEHICLE BARRIERS (AVB) SHALL BE WEDGE, PLATE,
OR FINGER TYPE AND SHALL BE OF SUFFICIENT LENGTH TO SPAN THE INBOUND
AND OUTBOUND LANES WITH ONE BARRIER PER LANE. SEE SPECIFICATION 34
75 13.13 FOR DETAILED ACTIVE BARRIER REQUIREMENTS.
8. ACTIVE VEHICLE BARRIERS SHALL UTILIZE SDDCTEA 7-SECOND HYBRID BEACON
SAFETY SCHEME. SEE SHEET CT403 FOR DETAILED PLAN.
9. BOLLARDS SHALL MEET IMPACT RATING INDICATED.. SEE SPECIFICIATION
34 75 13.15 FOR REQUIREMENTS.
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US Army Corps of Engineers
U .S
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CS103
AR
EA
A1 SCALE: 1" = 40' - 0"
SITE PLAN
40' 80'0
NORTH
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
S1
MATCH LINE - SEE SHEET CS104
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
T
AM
. 0
2:
G
EN
ER
AL
R
EV
IS
IO
N S
-2
9-
CP
J
J
C
TP
S
TP
J
J
J
TP
TPELEC
S
J
C TP
TP
S
E C
J
D
E
E
E
E
E
E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E E E E
E
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E
COMM
COMM
COMM
COMM
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
EE
E
E E
C O
M M
C O
M M
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E E
E
E
E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
E E
EEEEEEEE
SA
N
E
G
COMM
COMM
COMM
COMM
COMM
E
E
E
COMM
G
G
E
CP
CP
E
E
E E
E
E
E
E
E
E E E
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
E
E
E
CP
C P
COMM
COMM
MANHOLE
WELDED SHUT
18" IRON
INVERT = 1624.710
18" RCP
INVERT = 1626.769
8" PVC
INVERT = 1630.588
8" PVC
INVERT 1631.354
8" PVC
INVERT = 1630.701
8" PVC
INVERT = 1631.407
18" RCP
INVERT = 1628.484
18" RCP
INVERT = 1628.674
18" CMP
INVERT = 1626.309
18" CMP
INVERT = 1625.198
3F T
CAB
LE
7FT CHAIN LINK
E
E
E
E
E
E
E
E
E
E
E
E
MANHOLE INVERT = 1630.317
10" PVC N = 1624.623
10" PVC SE = 1624.625
MANHOLE INVERT = 1632.185
10" PVC NW = 1626.137
CS3
327+00
328+00
328+29.19
PO
E:
8+
.19
1. MATCH ASPHALT PAVEMENT FLUSH WITH EXISTING PAVEMENT
2. WRONG WAY DETECTION LOOPS, SEE ELECTRICAL
3. M50/K12 PASSIVE VEHICLE BARRIER, SEE NOTE 6
4. ID CHECK CANOPY
5. GUARD BOOTHS
6. COMMERCIAL VEHICLE INSPECTION AND GATEHOUSE
7. 5' WIDE PORTLAND CONCRETE SIDEWALK, PER DETAIL A1/CS503
8. PORTABLE GENERATOR PAD (10' X 15')
9. TRANSFORMER PAD (6' X 6')
10. PAD FOR CONDENSER UNITS (4' X 8')
11. CONCRETE INTEGRAL CURB, PER DETAIL A7/CS502
12. W-BEAM GUARDRAIL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
13. M50/K12 RATED BOLLARDS (X3), SEE NOTE 9
14. M50/K12 RATED ACTIVE VEHICLE BARRIERS AND CONTROLS, SEE NOTES 7 & 8
15. OVERWATCH CONTROL PEDESTAL, SEE ELECTRICAL
16. SAFETY LOOPS, SEE ELECTRICAL
17. HYBRID SIGNAL BEACONS MOUNTED ON MAST ARM, SEE CT403
18. CONCRETE CURB AND GUTTER, "SPILL" TYPE, PER DETAIL A1/CS502
19. TRAFFIC POLE WITH MAST ARM, SEE CT403
20. GUARDRAIL END TERMINAL, MASH AND NCHRP TEST LEVEL 2 COMPLIANT
21. PAD FOR ACTIVE VEHICLE BARRIER ELECTRICAL POWER UNIT (6' X 8')
22. AGGREGATE SURFACED AREA FOR LIFT STATION, PER DETAIL J1/CS501
23. CONCRETE CURB AND GUTTER, "CATCH" TYPE, PER DETAIL A1/CS502
24. CURB NOSE DOWN, PER DETAIL G13/CS502
E
FUEL STORAGE
MW
L
E
C
E
D
VE
V
COULD NOT OPEN
HEAVY ASPHALT PAVEMENT
HEAVY CONCRETE PAVEMENT
CONCRETE INTEGRAL CURB
PASSIVE VEHICLE BARRIER
W-BEAM GUARDRAIL
CONCRETE SIDEWALK
CONCRETE CURB AND GUTTER
STRUCTURAL STOOP, SEE STRUCT.
AGGREGATE SURFACE
LIGHT ASPHALT PAVEMENT
LIGHT CONCRETE PAVEMENT
1. SEE SHEETS CS301-CS302 FOR PAVEMENT TYPICAL SECTIONS.
2. SEE SHEETS CG201-CG203 FOR PAVEMENT PROFILES
3. SEE SHEETS CT101-CT104 FOR SIGNAGE AND STRIPING PLAN.
4. SEE CS400 SERIES SHEETS FOR DETAILED LAYOUT COORDINATES.
5. SEE SHEET CS601 FOR ROADWAY ALIGNMENT DATA.
6. PASSIVE VEHICLE BARRIER ALIGNMENT IS APPROXIMATE. CONTRACTOR SHALL
SUBMIT SHOP DRAWING OF FINAL PASSIVE VEHICLE BARRIER ALIGNMENT. SEE
SPECIFICATION 34 75 13.15 FOR DETAILED PASSIVE BARRIER REQUIREMENTS.
7. ACTIVE VEHICLE BARRIERS (AVB) SHALL BE WEDGE, PLATE,
OR FINGER TYPE AND SHALL BE OF SUFFICIENT LENGTH TO SPAN THE INBOUND
AND OUTBOUND LANES WITH ONE BARRIER PER LANE. SEE SPECIFICATION 34
75 13.13 FOR DETAILED ACTIVE BARRIER REQUIREMENTS.
8. ACTIVE VEHICLE BARRIERS SHALL UTILIZE SDDCTEA 7-SECOND HYBRID BEACON
SAFETY SCHEME. SEE SHEET CT403 FOR DETAILED PLAN.
9. BOLLARDS SHALL MEET IMPACT RATING INDICATED.. SEE SPECIFICIATION
34 75 13.15 FOR REQUIREMENTS.
M
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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R S
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A, N E
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B, N O
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S O
U
TH
G
AT
E
EC
F
CS104
AR
EA
A1 SCALE: 1" = 40' - 0"
SITE PLAN
40' 80'0
NORTH
MATCH LINE - SEE SHEET CS103
NORTH
SCALE: 1" = 800'
GENERAL NOTES
KEYNOTES
LEGEND
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AD
VE
R
TI
SE
M
EN
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AM
. 0
2:
G
EN
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AL
R
EV
IS
IO
N S
-2
9-
A F
80' - 0"
3'
1"
/2
/2
3'
1"
NOTES:
1. CABLE BRACING PER METAL BUILDING
MANUFACTURER. LOCATIONS AS SHOWN.
2. ENSURE AT/FP & BALLISTIC REQUIREMENTS ARE
MET PER GENERAL NOTES FOR WINDOWS AND
SPECIFIC GATEHOUSE AREAS.
INSPECTION BAY
INSPECTION BAYROOF CABLE BRACING
(TYP) PER PEMB
ROOF CABLE BRACING
(TYP) PER PEMB
END-WALL FRAMING
PER PEMB
END-WALL
FRAMING
PER PEMB
WALL CABLE BRACING
LT GA EAVE STEEL
TYP
METAL DECK
EAVE = 120'-0"
EAVE = 120'-0"
B
1' - 4"
D
55' - 6"
23' - 2"
C
25' - 6" 30' - 0"
E
B14 S-505A
PORTAL FRAME PER PEMB
PORTAL FRAME PER PEMB
LT GA EAVE STEEL
TYP
SECTIONAL DOORS
SUSPENDED FROM END FRAME,
RE: ARCH
US Army Corps of Engineers ®
SHEET ID
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C O
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N N
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N
3 5 7 9 11 13 15 17 19
L
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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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BOTTOM OF WALL
EL.= 96'-6"
EL. = 100' - 0"
F.F
EL. = 100' - 0" @ DOORS
T.O.WALL EL. 100'- 6"
3'
6"
# 4x3'-0" DWLs @ 8" O.C.
w/ 5-# 4 HORIZ CONT.
# 4 @ 8" O.C.E.W.
(TYP.)
SLOPE
1/2"EXPANSION JOINT
WITH SEALANT
GRID
12" UNCOMPRESSED FILL
1'
0"
(4) #5 CONTINUOUS
3" C
LR
# 4 @ 8" O.C.
BENT BAR
6"
COMPACTED SOIL
BOTTOM OF 8" THICK
SIDEWALL BEYOND
PERIMETER
INSULATION AT STOOP, TYP.
# 5 @ 8" O.C.
ALTERNATE
HOOK DIRECTION
#5 @ 12" O.C.
CONTINUOUS
SLAB ON GRADE,
SEE PLAN FOR
REINFORCEMENT.
11" 8" 11"
2' - 6"
4" 4"
1'
6" 5'
1"
8"
0 1' 2' 3'
2' - 0"
SEE ARCH.
WALL OR ITEM BEING
PROTECTED
ROUND CONC. CAP 8" DIA. SCHEDULE 40
STEEL PIPE PAINTED SAFETY
YELLOW. STEEL PIPE SHALL
BE HOT DIPPED GALVANIZED
AFTER FABRICATION
FILL PIPE W/ CONCRETE
1/2" SEALED JOINT AT
CONC. SLAB LOCATIONS
VA
R
IE
S
4' -0
" M
IN
4'
0"
1" T
YP
3'
6"
0 1' 2' 3'
1' - 0" (VERIFY)
1' - 2 1/2" (VERIFY)
1' - 4" * 1' - 4" *
CENTER LINE OF TRENCH DRAIN &
GRATING. SEE PLUMBING DWGS FOR
ADDITIONAL INFO. SEE PLUMBING
SPECIFICATION FOR LOAD RATING
CAPACITY REQUIRED FOR TRENCH
DRAIN GRATE
#4 @ 12" OC
(5)-#4 HORIZ CONT
THICKENED EDGE EXPANSION
JOINT, TYP
* NOTE - CONTRACTOR HAS THE OPTION TO POUR WALLS OF TRENCH DRAIN SECTION FLUSH
WITH WALLS OF TRENCH DRAIN CATCH BASINS.
TY
P
6"
VA
R
IE
S
PREFAB TRENCH DRAIN UNIT
PER PLUMBING SPECIFICATION
CENTER LINE OF RECESSED CAMERA
SYSTEM. SEE ARCH & ELEC DWGS
FOR ADDITIONAL INFO.
#4 @ 12" OC
(5)-#4 HORIZ CONT
THICKENED EDGE EXPANSION
JOINT, TYP
1' -0
" M
AX
SE
E
AR
C
H
E
LE
C D
W G
S
SEE ARCH & ELEC DWGS
1' - 0" MAX.
1' - 3" 1' - 3"
9"
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
1/2" EXP JOINT
w/ SEALANT
TYP.
1/2" EXP JOINT
w/ SEALANT
WALL PANEL
SEE ARCH.
4" 8"
(4) # 5 CONTINUOUS
# 5 @ 8" O.C.
ALTERNATE
HOOK DIRECTION 12"
6' -0
# 5 @ 8" O.C.
#5 @ 12" O.C.
CONTINUOUS
11" 8" 11"
0"
SEE SITE/ CIVIL DRWGS.
FOR EXTERIOR PAVEMENT
SLAB ON GRADE,
SEE PLAN FOR
REINFORCEMENT.
SLOPE
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
A
1'
0"
(4) # 5 CONTINUOUS
# 5 @ 12" O.C.
# 5 @ 12" O.C.
CONTINUOUS
SLOPE SEE
SITE PLAN
SEE SITE/ CIVIL DRWGS.
FOR EXTERIOR PAVEMENT
# 5 @ 12" O.C.
PERIMETER
INSULATION (TYP.)
1'-2"
6' -0
SLAB ON GRADE,
SEE PLAN FOR
REINFORCEMENT.
8" 1' - 2" 8"
1'
6"
1/2" EXP JOINT
w/ SEALANT
TYP.
L3 x 3 x 1/4" (GALV.) w/ 1/2" DIA. x 6" HEADED
STUD @ 18" O.C.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
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D R
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N N
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3 5 7 9 11 13 15 17 19
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Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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8:
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AM
S-502A
FO
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N D
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N D
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AI
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O T
AF
B, N O
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TH
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AP
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A, N E
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AR
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3/4" = 1'-0"H7 STOOP @ LOW ROOF
3/4" = 1'-0"A7 TYP. BOLLARD DETAIL
S.
D
EN
N
IN
G
3/4" = 1'-0"K14 TRENCH DRAIN SECTION
0 0.5' 1' 2' 3'
3/4" = 1'-0"F14
SLAB ON GRADE SECTION AT UNDER-VEHICLE
INSPECTION SYSTEM
0 0.5' 1' 2' 3'
3/4" = 1'-0"G1 EXTERIOR FOOTING @ LOW ROOF
0 0.5' 1' 2' 3'
3/4" = 1'-0"A1 SLAB AT OVERHEAD DOORS
0 0.5' 1' 2' 3'
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-2 9-
EL. = 100' - 0"
F.F
EL. = 100' - 0"
F.F
3'
6"
DOOR (SEE ARCH)
8"
SEE SITE PLAN
# 4x3'-0" DWLs @ 8" O.C.
w/ 5-# 4 HORIZ CONT.
# 4 @ 8" O.C.E.W.
(TYP.)
SLOPE SEE
SITE PLAN
8"
1/2"EXPANSION JOINT
WITH SEALANT
GRID
12" UNCOMPRESSED FILL
1'
0"
# 4 @ 8" O.C.
BENT BAR
6"
COMPACTED SOIL
BOTTOM OF 8" THICK
SIDEWALL BEYOND
6" x 6"
CONC. CURB
(BEYOND)
FOUNDATION WALL
10-# 5 HORZ.
AS SHOWN w/
#4 TIES @ 8" O.C.
METAL WALL PANEL
SEE ARCH.
0 1' 2' 3'
PERIMETER
INSULATION AT STOOP,
TYP.
WALL (SEE ARCH)
1/2"EXPANSION JOINT
WITH SEALANT
GRID
4-# 5 TOP. & BOT.
CONTINUOUS
# 5 @ 12" O.C.E.F.
2' - 6"
4" 6"
8"
SLAB REIN.
SEE PLAN
6"
3'
0"
1' - 7 3/8" 10 5/8"
0 1' 2' 3'
11 3/8" 8" 10 5/8"
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
8"
FACE OF COL.
METAL WALL PANEL
SEE ARCH.
1/2" EXPANSION JOINT
WITH SEALANT
1-# 4 CONT.
SLAB REINF.
SEE PLAN FIN. GRADE
SEE CIVIL
PRE-ENG. MET.
BLDG. COLUMN
# 4 @ 12" DOWEL
6'
4"
5'
1"
COLUMN FTG
(BEYOND)
FOUNDATION WALL
10-# 5 HORZ.
AS SHOWN w/
#4 TIES @ 12" O.C.
PEDESTAL
(BEYOND)
6' x 6" CURB- DOWN INTO
FOUNDATION WALL (TYP)
(STOP AT DOORWAYS)
3"
2"
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
2" 3"
METAL WALL
SEE ARCH.
3-# 4 TIES @ TOP AND
@ 10" O.C. AT REMINDER
2" NON-SHRINK GROUT
BASE PLATE w/ ANCHOR
BOLTS AND LEVELING NUTS,
PER CONTRACTOR DESIGNER
RIGID FRAME COLUMN
PER PEMB
SLAB REIN.
SEE PLAN
1/2" EXPANSION JOINT
WITH SEALANT
24" x 30" CONC. BEAM
FOR REIN, SEE H2/S-200
3/4" CHAMFER
SEE S-504A
FACE OF COL.
6" 8"
SEE PLAN AND SCHEDULE
S-004A FOR FOOTING AND
PIER SIZE AND
REINFORCEMENT
EQ EQ
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
6" 8"
E.Q. E.Q.
STRUCTURAL CLEARANCE (WIDTH)
SEE PLAN FRAME TO FRAME (TYP.) METAL WALL PANEL
SEE ARCH.
SEE CIVIL DRWGS
FOR EXTERIOR GRADE
3-# 4 TIES @ TOP
@ 10" O.C. AT REMINDER
2" NON-SHRINK GROUT
BASE PLATE w/ ANCHOR
BOLTS AND LEVELING NUTS,
PER CONTRACTOR
DESIGNER
RIGID FRAME COLUMN
PER PEMB TYP. PEMB
GIRT
SLAB REIN.
SEE PLAN
1/2" EXPANSION JOINT
WITH SEALANT
SEE PLAN AND
SCHEDULE ON S-101A
FOR FOOTING AND PIER
SIZE AND REINFORCEMENT
FOUNDATION WALL
(BEYOND)
6"x 6" CONC. CURB
(BEYOND)
3/4" CHAMFER
F.F.
100' - 0"
T.O. FOOTING
94' - 11"
F
4 # 5 CONTINUOUS
# 5 @ 12" O.C.
8-# 5 CONTINUOUS
1/2" EXP JOINT
w/ SEALANT
TYP.
SLOPE SEE
SITE PLAN
SEE SITE/ CIVIL DRWGS.
FOR EXTERIOR PAVEMENT
1/ 2"
8"
2' - 6"
COLUMN FTG.
(BEYOND) # 5 @ 12"
PERIMETER
INSULATION (TYP.)
1'
3"
10"
6' -0
SLAB ON GRADE,
SEE PLAN FOR
REINFORCEMENT.
NOTE: CENTER COLUMN FOOTINGS, PEDESTALS, AND STRIP FOOTING ON COLUMN CENTER
COLUMN PER
PEMB (BEYOND)
GARAGE DOOR
(SEE ARCH.)
L3 x 3 x 1/4" (GALV.) w/ 1/2" DIA. x 6" HEADED
STUD @ 18" O.C.
F.F.
100' - 0"
METAL WALL
SEE ARCH.
3-# 4 TIES @ TOP
2" NON-SHRINK GROUT
BASE PLATE w/ ANCHOR
BOLTS AND LEVELING NUTS,
PER CONTRACTOR DESIGNER
COLUMN PER PEMB
FACE OF COL.
6"
TY
P.
1'
0"
(4) #6 BARS MIN. AROUND
COLUMN ANCHOR BOLTS
UNLESS NOTED OTHERWISE.
ANCHOR BOLTS MUST BE
WITHIN TIES AS SHOWN.
1/
2"
1/ 2"
1/
2"
0 1'0.5' 2'
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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D R
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N
B Y:
D
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B
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D B
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N N
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3 5 7 9 11 13 15 17 19
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P at h:
Pl ot D at e:
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S-503A
FO
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AF
B, N O
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3/4" = 1'-0"A3 STOOP @ HIGH ROOF
3/4" = 1'-0"H2 INTERIOR FOOTING
3/4" = 1'-0"H15 EXTERIOR FOOTING
3/4" = 1'-0"H7 INTERIOR COLUMN
3/4" = 1'-0"A15 EXTERIOR COLUMN
3/4" = 1'-0"A7 END WALL COLUMN
0 0.5' 1' 2' 3' 0 0.5' 1' 2' 3'
0 0.5' 1' 2' 3'0 0.5' 1' 2' 3'
1" = 1'-0"K1 TYPICAL ANCHOR BOLT EMBEDMENT
AM
G
EN
ER
A L R
EV
IS
IO
N
S
-2 9-
32" DIAMETER
CONCRETE PIER
NOTES:
1. THICKNESS AND SIZE OF SPREAD FOOTING SHALL BE DETERMINED
BY A LICENSED STRUCTURAL ENGINEER HIRED BY THE
CONTRACTOR.
2. REINFORCEMENT REQUIREMENTS DETERMINED BY A LICENSED
STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR.
NOTE 2
GRID
GRID
NOTE 1
EQUAL EQUAL
N O
TE
EQ
U
AL
EQ
U
AL
1' - 4"1' - 4"
1'
4" 1'
4"
A10 S-301B
T.O. PAVEMENT
100' - 0"
2'-8" DIAMETER CONCRETE
PEDESTAL
ISLAND PAVEMENT,
SEE CIVIL SHEETS
NOTE 3
NOTE 2
PRE-ENGINEERED CANOPY
COLUMN. ANCHOR BOLTS AND
BASE PLATE TO PEDESTAL
NOT SHOWN.
NOTE 1
NOTES:
1. THE THICKNESS AND SIZE OF THE SPREAD FOOTING SHALL BE
DETERMINED BY A LICENSED STRUCTURAL ENGINEER HIRED BY THE
CONTRACTOR .
2. SPREAD FOOTING REINFORCEMENT REQUIREMENTS DETERMINED BY A
LICENSED STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR.
3. SEE CIVIL SHEETS FOR SPOT ELEVATIONS RELATIVE TO EL. = 100'-0"
3'
0"
B.O. CANOPY FOOTING
92' - 7"
US Army Corps of Engineers ®
SHEET ID
U S
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D R
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B
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SU
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D B
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C O
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AC
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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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AR
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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8:
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AM
S-301B
ID
C
H
EC
K C
AN
O
PY
F
O U
N D
AT
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N D
ET
AI
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S
EC
TI
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N S
M
IN
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AF
B, N O
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TH
D
AK
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A
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TR
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AP
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AV
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A, N E
N . N
AR
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IS
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N . N
AR
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IN
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0 1'0.5' 2' 0 1'0.5' 2'1" = 1'-0"A1 CANOPY FOUNDATION DETAIL PLAN
1" = 1'-0"A10 CANOPY FOUNDATION SECTION
S.
D
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AM
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A L R
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-2 9-
1. SEE CIVIL DRAWINGS FOR FINISH FLOOR AND FINISH GRADE
ELEVATIONS.
2. EXTERIOR BUILDING DIMENSIONS ARE TO FACE OF INSULATED
METAL WALL PANELS, OR FACE OF C CHANNEL COLUMN.
INTERIOR DIMENSIONS ARE TO FACE OF STEEL STUDS, FACE OF
GIRTS, OR TO COLUMN CENTER LINES.
3. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE
LOCATED 4" AWAY FROM PERPENDICULAR WALLS UNLESS
NOTED OTHERWISE (U.N.O.).
4. GATEHOUSE PERIMETER SHALL BE BALLISTIC CONSTRUCTION
TO UL 752 LEVEL III TO INCLUDE WINDOWS, DOOR, AND WALLS.
5. ROOM FINISH SCHEDULE SEE SHEET A-601.
6. CONTRACTOR WILL PROVIDE SECONDARY PEMB FRAMING
AND GYPSUM WALL BOARD FRAMING TO SUPPORT INTERIOR
1 5/8" STUDS.
7. BOLLARDS AT DOWNSPOUTS OCCUR ON NORTH SIDE ONLY.
GENERAL FLOOR PLAN NOTES:
A-201A
A-202A
A-201A
A-202A
A-302A
A-302A
GATEHOUSE
JANITOR
EQUIP. STORAGE
COMM.
RESTROOM
DRIVER WAITING
K-9 ROOM
MECH/ELEC
INSPECTION
BAYS
4" 6'
6'
3"
2'
9" 4"
4"
4" 3'
2"
4'
0" 6'
4"
2'
4" 4"
4"
14' - 10"
A-410A
107A108109A
103 104
109B
109C
12' - 2" 27' - 5" 10' - 6" 28' - 7"
10' - 9"
10' - 6"
5'
1/
2"
8'
1/
2" 6'
1/ 2"
9'
3/
4" 5'
6"
/2
A-301A
109G
109D
5 5
2B 3B
2B 4
3B 3B 3B
WALK OFF MAT (WOM)
ALIGN END TO WHERE
ROOM WIDENS
LIMITS OF BALLISTIC
RATED ENCLOSURE
REF.
8" DIAMETER FIXED
PIPE BOLLARDS, TYP.
AT EACH. OHD -
SEE STRUCT.
8" DIAMETER FIXED
PIPE BOLLARDS, TYP.
AT EACH. OHD -
SEE STRUCT.
8" DIAMETER FIXED
PIPE BOLLARDS, TYP.
AT EACH. OHD -
SEE STRUCT.
8" DIAMETER FIXED
PIPE BOLLARDS, TYP.
AT EACH. OHD -
SEE STRUCT.
A-410A
A-410A6
A-410A
FEB
FEB
FEB
3'
1"
/2
/2
3'
1"
10 1/4"
3' - 3 15/16" 4' - 0" 4' - 0" 18' - 9 5/16" 26' - 11 3/4" 22' - 8 3/4"
3'
1"
/2
/2
3'
1"
STRUCTURAL
STOOP, TYP.
A C E F F*
GRATINGS
GRATINGS
TYP.
1' - 2"
107B
AAA
A
A
A-421
109F
109E
3B
3C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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D R
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N
B Y:
D
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N
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B
Y:
SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
IS
SU
E D
AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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A
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AT
E M
AR
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D
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C R
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
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B
FI
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AM
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AD
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D…
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