W912HN-22-R-3004_DRAWINGS_AMD5.pdf
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- Solicitation number
- W912HN22R3004
About this file
This solicitation is for a construction project to build a non-standard Battalion Operations Facility at Fort Benning, GA. The project includes construction of administrative areas, operations areas with a Sensitive Compartmented Information Facility and Ranger Operations Center, and Company Operations Facilities/Readiness Bays. Supporting facilities encompass site development, utilities, lighting, parking, walks, curbs, gutters, storm drainage, information systems, landscaping and signage. The period of performance is 740 calendar days. The magnitude of construction is between $25 million and $100 million. The contract will be awarded using lowest price technically acceptable source selection procedures in accordance with FAR Part 15.
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TYPE 2
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TYPE 1
TYPE 2
TYPE 1
TYPE 2
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TYPE 1 AT CORNER
SOUTHWARD
TYPE 2 AT
CORNER
WESTWARD
TYPE 1
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TYPE 2
TRASH ENCLOSURE
TRANSITION CURB
P
E
14+60.41 Access Road
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$$SYSTIME$$
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CS101
MATCHLINE B1/CS103
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND
SYMBOLS.
3. HORIZONTAL CONTROL: GEORGIA WEST 1002, NAD
1983. COORDINATES LISTED ARE US SURVEY FEET.
4. VERTICAL CONTROL: NAVD 1988.
5. SEE SHEET V-101 FOR SURVEY CONTROL
INFORMATION.
6. SEE SHEET C-110 FOR CONSTRUCTION LIMITS
PLAN.
7. SEE SHEET CS100 TO CS104 FOR SITE PLANS.
8. SEE SHEETS CS120 TO CS124 FOR PAVEMENT
MARKING & SIGNAGE LAYOUT PLANS.
9. SEE SHEET CS202 FOR ACCESS ROAD PROFILE.
10. SEE SHEET CS201 FOR FRONTAGE ROAD PROFILE.
11. SEE SHEET CS211 FOR PEDESTRIAN BRIDGE
PROFILE.
12. SEE SHEET C-510 FOR TRASH ENCLOSURE DETAIL.
13. SEE SHEETS CG100 TO CG105 FOR SITE GRADING
AND DRAINAGE PLANS.
14. SEE SHEETS CE110 TO CE124 FOR SITE EROSION
AND SEDIMENT CONTROL PLANS.
15. SEE SHEETS CU100 TO CU105 FOR SITE UTILITY
PLANS.
16. SEE SHEETS ES101 TO ES104 FOR ELECTRICAL
SITE PLANS.
17. SEE SHEET V-101 FOR SITE HORIZONTAL CONTROL
TABLES.
18. SEE SHEET C-701 FOR ALIGNMENT TABLES AND
COORDINATE POINT TABLES.
19. RADIUS AND ROADWAY DIMENSIONS ARE
MEASURED TO THE BACK OF THE CURB.
1. TYPE 1 REFERS TO TYPE 1 CURB AND GUTTER.
TYPE 2 REFERS TO TYPE 2 CURB AND GUTTER.
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GRAVEL PATHWAY
SIG
N
POST
WOOD TRAINING
STRUCTURE
WOOD TRAINING
STRUCTURE
ASPHALT
TRANS.
ELEC.
PANEL
CO
NC.
STRUCTURE
CONC.
STRUCTURE
ROAD
MARKING
SW
ALE
PROBABLE DRAINAGE
STRUCTURE
W.M.
BL BL
BLBL
ELEC.
PANEL
F
B2
B1
GENERAL NOTES:
SHEET NOTES:
KEY PLAN
A1
F
A1
SITE LAYOUT PLAN - PANEL A1
SCALE: 1"=30'
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N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
PROFESSIONAL
4-20-2022
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CONSTRUCTION
LIMITS
SITE CROSS SECTION B
SITE CROSS SECTION C
SITE CROSS SECTION D
FFE = 291.25 FT
BIORETENTION AREA #2
BIORETENTION AREA #3
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RUNOFF TO BE DIRECTED TO BIORETENTION AREA
WITH CURB CUT AND STEEL-COVERED FLUME. SEE
SHEETS C-502 AND C-534 FOR DETAILS.
RUNOFF TO BE DIRECTED TO
BIORETENTION AREA WITH CURB CUT
SEE SHEETS C-502 AND C-534 FOR
DETAILS
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A1
GRADING AND DRAINAGE PLAN -
SCALE: 1"=30'
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CG101
MATCHLINE B1/CG103
GENERAL NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND
SYMBOLS.
3. HORIZONTAL CONTROL: GEORGIA WEST 1002, NAD
1983. COORDINATES LISTED ARE US SURVEY FEET.
4. VERTICAL CONTROL: NAVD 1988.
5. SEE SHEET V-010 FOR SURVEY CONTROL
INFORMATION.
6. SEE SHEET C-110 FOR CONSTRUCTION LIMITS
PLAN.
7. SEE SHEET CS100 FOR SITE KEY PLAN.
8. SEE SHEETS CG100 TO CG105 FOR SITE GRADING
AND DRAINAGE PLANS.
9. SEE SHEETS CG220 TO CG222 FOR STORM DRAIN
PROFILES.
10. SEE SHEETS CE110 TO CE124 FOR SITE EROSION
AND SEDIMENT CONTROL PLANS.
11. SEE SHEETS CU100 TO CU105 FOR SITE UTILITY
PLANS.
12. SEE SHEETS ES101 TO ES104 FOR ELECTRICAL
SITE PLANS.
13. SEE SHEET C-701 TO C-704 FOR SITE HORIZONTAL
CONTROL TABLES.
14. SEE SHEETS CS201 TO CS202 FOR ROAD PROFILES.
15. SEE SHEET CS210 FOR RETAINING WALL PROFILE.
16. SEE SHEETS CG301 TO CG306 FOR SITE CROSS
SECTIONS.
17. SEE SHEET C-310 FOR RETAINING WALL SECTIONS.
18. SEE SHEET C-321 FOR STORMWATER
MANAGEMENT CROSS SECTIONS.
19. SEE SHEET C-534 FOR RIP-RAP TABLE.
SHEET NOTES:
KEY PLAN
X
X
B2
B1
A1
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N C
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H
A
M E
N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
SIDEWALK SECTION EXPANSION JOINT
NOTE:
CENTERED IN SLAB
6"x6" W2.9xW2.9 WWF
FINISH
GRADE
1"
1/4"R
1/2" PREFORMED
JOINT FILLER
MATERIAL
1/4"
1/4"R
1. SEE TABLE ON THIS SHEET FOR JOINT SPACING.
CONTRACTION JOINT
1 1/2" MIN
CONTRACTION JOINT SPACING EXPANSION JOINT SPACING
SIDEWALK WIDTH
4 FT
5 FT
6 FT
8 FT
4 FT
5 FT
6 FT
4 FT
48 FT
50 FT
48 FT
48 FT
12" PREPARED
SUBGRADE
4"
A1
TYPICAL CONCRETE
SIDEWALK SECTION
SLOPE
" PER FT
IN DIRECTION OF
SURFACE DRAINAGE
6" GRADED CRUSHED
AGGREGATE
WIDTH - SEE PLAN
3/16"
1/8"
SURFACE OF
PAVEMENT
2% SLOPE
24"
9"
3" (TYP)
3-14 BARS
3" (TYP)
N.T.S.
RIBBON CURB
D1
FINISH
BROOM
SLOPE VARIES
6"x6" W2.9xW2.9 WWF
CENTERED IN SLAB
GUTTER
GRADE
TOP OF
AC PVM'T.
SLOPE
4"
PER FT
N.T.S.
RAMP SECTION
C5
6' LENGTH OF RAMP 4'
7"
6"
2% SLOPE
2'-0"
6"
BC HORIZONTAL
CONTROL
POINT
SURFACE OF
PAVEMENT
AS SHOWN ON
TYPICAL SECTIONS
3-#4 BARS
9"
3" (TYP)
3" (TYP)
TACK COAT
R 1
NOTE:
IN TRANSITIONS, WATER SHALL FLOW FROM THE GUTTER OF TYPE 1 CURB
AND GUTTER TO THE LIP OF TYPE 2 CURB AND GUTTER AT 0.5% MIN. SLOPE.
N.T.S.
TYPE 1 CURB AND GUTTER
D4
2'-0"
6"
BC HORIZONTAL
CONTROL
POINT
SURFACE OF
PAVEMENT
AS SHOWN ON
TYPICAL SECTIONS
S L O
P E
3-#4 BARS
3" (TYP)
9"
3" (TYP)
R 1
TACK COAT
NOTE:
IN TRANSITIONS, WATER SHALL FLOW FROM THE GUTTER OF TYPE 1 CURB
AND GUTTER TO THE LIP OF TYPE 2 CURB AND GUTTER AT 0.5% MIN. SLOPE.
N.T.S.
TYPE 2 CURB AND GUTTER
D7
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND SYMBOLS.
3. SEE SHEETS CS100 THROUGH CS104 FOR SITE PLANS
4. CONTRACTION JOINTS SHALL BE FORMED (OR
SAWCUT) TO A DEPTH EQUAL TO 1/4 OF THE
THICKNESS OF THE SIDEWALK AND EDGED WITH 1/8"
RADIUS.
5. 1/2" EXPANSION JOINT MATERIAL SHALL BE PROVIDED
AT INTERVALS NOT TO EXCEED 50' AND WHERE WALKS
ABUT OTHER CONCRETE STRUCTURES, EXCLUDING
WALKS LAID PARALLEL AND ABUTTING CURB AND
GUTTER.
6. A LAYER OF 15# BUILDING FELT IS REQUIRED BETWEEN
WALK AND ADJACENT PARALLELING CONCRETE CURB.
7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI.
GENERAL NOTES:
FLARED
SIDE
SLOPE TO
VARY
BACK OF
CURB
M A
X
TERMINATE CURB TERMINATE CURB
LIP OF CURB
PROVIDE TRUNCATED DOME
DETECTABLE WARNINGS IN
ACCORDANCE WITH ADAAG
REQUIREMENTS
NARROW BACK TO 6'-0"
SIDEWALK WIDTH IN 20'-0"
C
C
N.T.S.
RAMP DETAIL A
A4
1'-0" 5'-0"
RAMP
1'-0"
RIBBON
CURB
3'
2'
5'
6"
N.T.S.
BIORETENTION CURB CUT DETAIL
E1
FLARED
SIDE
(TYP.)
BACK OF
CURB
M A
X
0.5%
SLOPE
0.5%
SLOPE
TERMINATE CURB TERMINATE CURB
LIP OF CURB
PROVIDE TRUNCATED DOME
DETECTABLE WARNINGS IN
ACCORDANCE WITH ADAAG
REQUIREMENTS
NARROW BACK TO 6'-0"
SIDEWALK WIDTH IN 20'-0"
C
C
N.T.S.
RAMP DETAIL B
A6
5'-0" 5'-0"
RAMP
5'-0"
RIBBON
CURB
TYPE 1 CURB
TYPE 2 CURB
A
N
S
I T
I O
N
R
B
N.T.S.
CURB RUNOUT FOR ALL CURBS
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$$SYSTIME$$
$$DGNSPEC$$
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M E
N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
(TYP)8" BOLLARD, SEE
DETAIL D1 ON SHEET C-500
GATE KEEPER
MOUNTED TO
STEEL BOLLARD
6" x 6"
TUBULAR STEEL
(3) HINGES
4" x 6"
4" x 4" TUBULAR
WELDED FRAME
STEEL GATE WITH
13 VERTICAL BARS
4" O.C.
(TYP) 8" BOLLARD,
SEE DETAIL D1 ON
SHEET C-500
FINISHED
GRADE
FINISHED
GRADE
SIDE
BRICK SOLDIER COURSE
ACCENT BAND
FRONT
N.T.S.
DUMPSTER ENCLOSURE
A4
PER PLAN
PER PLAN
9' 9'
PER
PLAN
PLAN
2' 2'3'3'3'3'
PER PLAN
(TYP)8" BOLLARD, SEE
DETAIL D1 ON SHEET C-500
W
N.T.S.
STANDARD PIPE TRENCH WIDTH
A7
W
N.T.S.
MULTIPLE PIPES IN TRENCH
C7
5" TALL X 1'-2" WIDE CAST
STONE WALL CAP. SLOPE
1" EACH DIRECTION FROM
CENTER.
4" WOODEN GATE
SLATS
EDGE OF
FOUNDATION
EDGE OF WALL
C
M U
4" NOMINAL BRICK
VENEER WITH SOLID
GROUT TO 8" NOMINAL
CMU BACK UP WALL
(NO AIRSPACE). SEE
SECTION A1 ON SHEET
S-710 FOR CMU WALL
REINFORCEMENT
REQUIREMENTS.
12' NOMINAL
21' - 4" CMU4" 4"
22'
EDGE OF
WALL AND
FOUNDATION
1' TYP.
T
Y P
1. RUNNING BOND PATTERN TO MATCH THE
MAIN BUILDING FIELD BRICK. BRICK TYPE
TO BE BRK1 PER MATERIAL CODE ON
SHEET A-605 AND A-606.
2. ACCENT BAND PATTERN TO BE SINGLE
BAND OF SOLDIER COURSING. SOLDIER
COURSING TO BE INSET 1/2 INCH FROM
FIELD BRICK. SOLDIER COURSE BRICK
TYPE TO BE BRK1 PER MATERIAL CODE ON
SHEET A-605 AND A-606.
3. TOP OF WALL COPING TO BE SLOPED.
COPING IS CAST STONE UNIT TYPE CST1
PER MATERIAL CODE ON SHEET A-605 AND
A-606.
4. PAINTED STRUCTURAL STEEL AND GATE
COLORS TO MATCH PNT20 PER MATERIAL
CODE ON A-605 AND A-606.
5. DUMPSTER ENCLOSURE WIND SCHEDULE
PROVIDED ON SHEET S-610.
6. FOR CONCRETE DUMPSTER FOUNDATION,
SEE SHEET S-710 FOR FOUNDATION
DETAIL.
NOTES
SEE SHEET C-502 FOR
CURB TRANSITION DETAIL
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
I S
S U
E
F
N
S T
R U
C T
I O
N
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
B L
A C
K
A
A
T C
H
F
E D
E R
A L
R
E E
T
S
U I T
E
O V
E R
L A
R
K
K
A N
S A
S
F O
N
N I N
G
G
E O
R G
I A
S O
F
B
A T
T A
L I O
N
H
E A
D Q
U A
R T
E R
S
F
A C
I L
I T
Y
F
Y
J A
N U
A R
Y
SHEET ID
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
E S
T
O
G L
E T
H O
R P
E
A
V E
S A
V A
N N
A H
G
A
W H
N R
N N
C
D
W G
M
N
E P
P L
J
B
E L L
E
R
I G
B Y
M
N
E P
M
S
C E
L L A
N E
O U
S
D
E T
A I
C-510
E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
SITE FEATURES POINT TABLE
No.
BC-1
BC-2
BC-3
BC-4
BC-5
BC-6
BC-7
BC-8
BC-9
BC-10
BC-11
BC-12
BC-13
BC-14
BC-15
BC-16
BC-17
BC-18
BC-19
BC-20
ELEVATION
290.28
290.16
288.67
290.26
290.48
291.97
291.63
292.38
292.80
293.47
292.95
292.78
292.45
291.34
290.33
289.18
288.85
287.94
285.33
285.73
NORTHING
853,424.72
853,414.06
853,417.37
853,412.94
853,390.29
853,408.78
853,412.08
853,408.33
853,417.26
853,314.18
853,305.25
853,301.50
853,298.19
853,274.53
853,253.88
853,237.15
853,222.05
853,202.36
853,186.51
853,195.80
EASTING
2,045,010.67
2,045,020.06
2,045,023.81
2,045,026.14
2,045,045.81
2,045,069.51
2,045,073.26
2,045,076.56
2,045,086.69
2,045,177.54
2,045,167.41
2,045,170.71
2,045,166.96
2,045,176.00
2,045,165.73
2,045,146.46
2,045,159.57
2,045,163.12
2,045,107.68
2,045,103.99
DESCRIPTIONS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
SITE FEATURES POINT TABLE
No.
BC-21
BC-22
BC-23
BC-24
BC-25
BC-26
BC-27
BC-28
BC-29
BC-30
BC-31
BC-32
BC-33
BC-34
BC-35
BC-36
BC-37
BC-38
BC-39
BC-40
ELEVATION
285.66
285.69
285.86
284.83
285.77
286.03
284.97
284.58
286.23
286.37
286.13
286.46
286.59
287.36
287.51
287.66
287.66
287.40
287.38
286.04
NORTHING
853,192.13
853,193.97
853,198.95
853,184.00
853,196.17
853,224.56
853,201.42
853,307.20
853,330.34
853,351.01
853,353.96
853,357.27
853,368.52
853,349.88
853,351.12
853,349.44
853,348.84
853,346.86
853,344.60
853,326.75
EASTING
2,045,113.29
2,045,108.64
2,045,109.05
2,045,107.81
2,045,099.04
2,045,078.57
2,045,052.31
2,044,959.09
2,044,985.35
2,044,957.10
2,044,953.07
2,044,956.82
2,044,946.90
2,044,996.78
2,045,000.40
2,045,003.84
2,045,004.37
2,045,002.12
2,045,004.10
2,044,983.84
DESCRIPTIONS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
SITE FEATURES POINT TABLE
No.
BC-41
BC-42
BC-43
BC-44
BC-45
BC-46
BC-47
BC-48
BC-49
BC-50
BC-51
BC-52
BC-53
BC-54
BC-55
BC-56
BC-57
BC-58
BC-59
BC-60
ELEVATION
286.08
285.85
285.85
286.19
286.26
290.33
290.34
290.69
290.69
290.44
290.45
289.08
289.09
288.84
288.84
289.19
289.20
290.87
290.84
291.14
NORTHING
853,329.00
853,327.02
853,327.62
853,330.92
853,334.67
853,389.88
853,386.13
853,389.44
853,388.84
853,386.86
853,384.61
853,366.75
853,369.00
853,367.02
853,367.62
853,370.92
853,374.68
853,281.78
853,279.53
853,281.51
EASTING
2,044,981.86
2,044,979.61
2,044,979.08
2,044,982.83
2,044,979.53
2,045,042.17
2,045,045.48
2,045,049.23
2,045,049.75
2,045,047.50
2,045,049.49
2,045,029.23
2,045,027.25
2,045,025.00
2,045,024.47
2,045,028.22
2,045,024.92
2,045,140.77
2,045,142.76
2,045,145.01
DESCRIPTIONS
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
SITE FEATURES POINT TABLE
No.
BC-61
BC-62
BC-63
BC-64
BC-65
BC-66
BC-67
BC-68
BC-69
BC-70
BC-71
BC-72
BC-73
BC-74
BC-75
BC-76
BC-77
BC-78
BC-79
BC-80
ELEVATION
291.14
290.71
290.66
289.26
289.31
288.88
288.88
289.20
289.22
287.37
287.37
287.67
287.67
287.25
287.24
285.85
285.90
285.52
285.53
285.80
NORTHING
853,280.92
853,277.61
853,273.86
853,258.65
853,262.40
853,259.10
853,259.69
853,261.68
853,263.93
853,241.12
853,238.87
853,240.85
853,240.25
853,236.95
853,233.20
853,217.99
853,221.74
853,218.43
853,219.03
853,221.02
EASTING
2,045,145.54
2,045,141.78
2,045,145.09
2,045,127.83
2,045,124.53
2,045,120.78
2,045,120.25
2,045,122.50
2,045,120.52
2,045,094.64
2,045,096.62
2,045,098.87
2,045,099.40
2,045,095.64
2,045,098.95
2,045,081.70
2,045,078.39
2,045,074.64
2,045,074.11
2,045,076.36
DESCRIPTIONS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
SITE FEATURES POINT TABLE
No.
BC-101
BC-102
BC-103
BC-104
BC-105
BC-106
BC-107
BC-108
BC-109
BC-110
BC-111
BC-112
BC-150
BC-151
BC-152
BC-153
BC-154
BC-155
BC-156
BC-157
ELEVATION
291.01
291.04
291.07
291.13
289.79
289.74
291.12
289.68
289.62
287.65
289.50
289.18
276.96
278.60
278.65
272.00
278.82
279.08
280.35
279.98
NORTHING
853,126.69
853,129.85
853,125.98
853,134.52
853,108.98
853,143.19
853,162.16
853,155.20
853,167.14
853,163.67
853,178.61
853,178.05
852,917.96
853,040.10
853,030.50
853,045.72
853,013.09
853,043.60
852,998.29
853,019.42
EASTING
2,045,273.67
2,045,277.54
2,045,280.70
2,045,291.16
2,045,251.99
2,045,224.06
2,045,247.30
2,045,218.12
2,045,215.27
2,045,200.68
2,045,199.44
2,045,192.73
2,045,214.45
2,044,952.53
2,044,948.05
2,044,915.43
2,044,900.21
2,044,834.77
2,044,813.64
2,044,768.33
DESCRIPTIONS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
SITE FEATURES POINT TABLE
No.
BC-158
BC-159
BC-160
BC-161
BC-162
BC-163
BC-164
BC-165
BC-166
BC-167
BC-168
BC-169
BC-170
BC-171
BC-172
BC-173
BC-174
BC-175
BC-176
BC-177
ELEVATION
280.01
280.01
279.98
280.35
279.08
280.23
281.00
280.39
280.22
280.34
280.07
279.71
279.70
280.07
280.34
280.22
280.39
281.00
280.23
279.30
NORTHING
852,873.71
852,863.57
853,009.28
852,998.29
853,021.85
852,873.23
852,847.85
852,856.92
852,816.90
852,807.83
852,796.00
852,731.18
852,721.04
852,785.86
852,807.83
852,824.68
852,864.70
852,847.85
852,894.98
852,973.36
EASTING
2,044,700.38
2,044,722.13
2,044,790.08
2,044,813.64
2,044,824.63
2,045,143.35
2,045,131.52
2,045,158.01
2,045,171.71
2,045,145.22
2,045,170.59
2,045,140.37
2,045,162.12
2,045,192.35
2,045,145.22
2,045,194.41
2,045,180.71
2,045,131.52
2,045,153.49
2,044,985.41
DESCRIPTIONS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
SITE FEATURES POINT TABLE
No.
BC-178
BC-179
BC-180
BC-181
BC-182
BC-183
BC-184
BC-185
BC-186
BC-187
BC-188
BC-189
BC-190
BC-191
BC-192
BC-193
BC-194
BC-195
BC-196
BC-197
ELEVATION
278.68
278.70
278.86
278.87
279.06
279.14
279.22
279.37
279.37
279.25
279.30
279.25
279.36
279.24
279.19
279.08
279.06
278.85
278.31
278.56
NORTHING
853,000.55
853,008.74
853,007.38
853,011.91
853,006.40
853,001.87
852,999.76
852,988.53
852,961.48
852,973.72
852,971.60
852,976.13
852,970.80
852,996.17
853,000.67
853,005.20
853,007.31
853,019.55
853,047.44
853,034.20
EASTING
2,044,998.09
2,044,969.22
2,044,974.03
2,044,976.15
2,044,987.96
2,044,985.84
2,044,990.38
2,044,985.14
2,045,043.14
2,045,048.85
2,045,053.38
2,045,055.49
2,045,066.94
2,045,078.78
2,045,069.14
2,045,071.25
2,045,066.72
2,045,072.43
2,045,012.61
2,045,006.43
DESCRIPTIONS
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
SITE FEATURES POINT TABLE
No.
BC-81
BC-82
BC-83
BC-84
BC-85
BC-86
BC-87
BC-88
BC-89
BC-90
BC-91
BC-92
BC-93
BC-94
BC-95
BC-96
BC-97
BC-98
BC-99
BC-100
ELEVATION
285.82
276.96
289.18
290.24
290.62
290.95
291.25
291.25
291.55
291.73
291.66
292.57
294.19
295.81
293.32
291.44
292.75
292.27
292.17
290.92
NORTHING
853,223.27
852,917.96
853,205.96
853,207.82
853,212.80
853,213.22
853,221.11
853,222.94
853,214.88
853,215.30
853,210.31
853,211.90
853,246.78
853,240.89
853,163.53
853,149.44
853,184.32
853,183.47
853,168.53
853,159.04
EASTING
2,045,074.38
2,045,214.45
2,045,190.40
2,045,212.68
2,045,212.26
2,045,217.25
2,045,215.58
2,045,237.51
2,045,237.18
2,045,242.16
2,045,242.57
2,045,261.55
2,045,258.64
2,045,293.14
2,045,302.72
2,045,270.68
2,045,267.77
2,045,257.64
2,045,258.89
2,045,247.27
DESCRIPTIONS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND SYMBOLS.
3. SEE SHEETS CS100 THROUGH CS104 FOR SITE PLANS
GENERAL NOTES:
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
$$USERNAME$$
$$SYSTIME$$
$$DGNSPEC$$
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
B L
A C
K
A
A
T C
H
F
E D
E R
A L
R
E E
T
S
U I T
E
O V
E R
L A
R
K
K
A N
S A
S
F O
N
N I N
G
G
E O
R G
I A
S O
F
B
A T
T A
L I O
N
H
E A
D Q
U A
R T
E R
S
F
A C
I L
I T
Y
F
Y
J A
N U
A R
Y
SHEET ID
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
V A
N N
S
T R
I C
T
W
E S
T
O
G L
E T
H O
R P
E
A
V E
S A
V A
N N
A H
G
A
W H
N R
C
D
W G
M
N
E P
P L
M
R
E E
V E
S
E
R
I G
B Y
M
N
E P
P L
S H
E E
T
C O
O R
D I N
A T
E
P
O I N
T
A
I G
N M
E N
T
T
A B
L
C-702
4. SEE SHEET C-201 AND C-202 FOR ROAD PROFILES
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
SITE FEATURES POINT TABLE
No.
BC-198
BC-199
BC-200
BC-201
BC-202
BC-203
BC-204
BC-205
BC-206
BC-207
BC-208
BC-209
BC-210
BC-211
BC-212
BC-213
BC-214
BC-215
BC-216
BC-217
ELEVATION
278.69
278.78
278.64
278.60
278.50
276.96
289.72
289.68
289.49
287.01
287.41
287.36
287.60
287.56
287.32
287.28
286.94
288.81
288.42
288.48
NORTHING
853,036.31
853,031.78
853,037.17
853,041.70
853,044.12
852,917.96
853,105.81
853,101.94
853,093.40
852,943.93
852,952.47
852,948.60
852,951.76
852,948.67
852,945.50
852,941.63
852,933.09
852,974.21
852,965.67
852,969.54
EASTING
2,045,001.90
2,044,999.79
2,044,988.23
2,044,990.34
2,044,985.97
2,045,214.45
2,045,248.11
2,045,251.28
2,045,240.82
2,045,362.92
2,045,373.38
2,045,376.54
2,045,380.41
2,045,382.94
2,045,379.07
2,045,382.23
2,045,371.78
2,045,422.12
2,045,411.98
2,045,408.50
DESCRIPTIONS
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
SITE FEATURES POINT TABLE
No.
BC-218
BC-219
BC-220
BC-221
BC-222
BC-260
BC-261
BC-262
BC-263
BC-264
BC-265
BC-266
BC-267
BC-268
BC-269
BC-270
BC-271
BC-272
BC-273
BC-274
ELEVATION
288.28
288.33
288.53
288.60
289.03
286.69
287.27
287.54
287.82
288.24
288.31
289.18
289.85
288.12
290.86
286.31
286.61
286.96
287.03
288.12
NORTHING
852,966.38
852,969.48
852,972.64
852,976.51
852,985.05
852,824.74
852,816.20
852,812.33
852,809.17
852,802.57
852,808.89
852,801.15
852,809.63
852,821.24
852,830.70
852,783.62
852,792.16
852,788.29
852,791.45
852,773.41
EASTING
2,045,404.63
2,045,402.10
2,045,405.97
2,045,402.80
2,045,413.26
2,045,544.22
2,045,533.76
2,045,536.92
2,045,533.05
2,045,538.44
2,045,546.19
2,045,552.52
2,045,562.90
2,045,553.41
2,045,565.05
2,045,493.88
2,045,504.33
2,045,507.50
2,045,511.37
2,045,526.11
DESCRIPTIONS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BC-275
BC-276
BC-277
BC-278
BC-279
BC-280
SITE FEATURES POINT TABLE
No. ELEVATION
285.66
285.36
285.10
278.78
280.85
281.00
281.00
280.91
280.91
281.00
281.00
280.91
280.91
281.00
281.00
280.91
279.02
278.99
278.81
279.26
NORTHING
853,152.11
853,149.94
853,148.03
853,038.76
852,900.55
852,894.21
852,901.03
852,904.83
852,910.07
852,906.27
852,912.46
852,916.27
852,923.07
852,919.26
852,925.45
852,929.26
853,011.35
853,019.32
852,999.62
852,959.67
EASTING
2,045,124.04
2,045,118.60
2,045,113.98
2,044,999.01
2,044,774.79
2,044,788.38
2,044,791.55
2,044,783.40
2,044,785.84
2,044,794.00
2,044,796.89
2,044,788.72
2,044,791.88
2,044,800.06
2,044,802.94
2,044,794.77
2,044,832.97
2,044,830.06
2,044,858.11
2,044,943.79
DESCRIPTIONS
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SITE FEATURES POINT TABLE
No. ELEVATION
279.76
279.93
280.34
280.43
280.39
280.43
281.00
281.00
280.42
280.37
281.00
281.00
280.37
280.34
281.00
281.00
280.23
280.50
281.00
281.00
NORTHING
852,917.22
852,902.86
852,868.73
852,837.96
852,837.62
852,819.16
852,823.25
852,817.06
852,812.97
852,775.67
852,779.77
852,773.58
852,769.48
852,753.63
852,757.72
852,750.91
852,744.28
852,982.76
852,974.88
852,972.16
EASTING
2,045,034.81
2,045,065.61
2,045,138.80
2,045,149.34
2,045,155.80
2,045,140.57
2,045,131.79
2,045,128.90
2,045,137.68
2,045,120.29
2,045,111.52
2,045,108.63
2,045,117.40
2,045,110.01
2,045,101.24
2,045,098.06
2,045,112.27
2,044,829.67
2,044,846.58
2,044,845.31
DESCRIPTIONS
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
BUILDING
BUILDING
BUILDING
SITE FEATURES POINT TABLE
No.
BLDG-435
BLDG-436
BLDG-437
BLDG-438
BLDG-439
BLDG-440
BLDG-441
BLDG-442
BLDG-443
BLDG-444
BLDG-445
BLDG-446
BLDG-447
BLDG-448
ELEVATION
281.00
281.00
281.00
281.00
281.00
280.40
280.43
281.00
280.50
280.50
280.50
280.50
280.50
280.50
280.50
280.50
278.90
280.40
281.10
281.25
NORTHING
852,951.49
852,954.21
852,947.64
852,944.58
852,933.78
852,948.32
852,946.39
852,943.98
852,939.53
852,936.88
852,935.04
852,859.12
852,861.84
852,847.62
852,699.46
852,843.66
853,053.33
853,050.15
852,831.04
852,790.48
EASTING
2,044,889.64
2,044,890.91
2,044,905.00
2,044,903.57
2,044,926.73
2,044,933.51
2,044,937.64
2,044,936.52
2,044,945.87
2,044,944.63
2,044,948.59
2,045,111.38
2,045,112.65
2,045,143.15
2,045,074.07
2,044,764.81
2,044,837.49
2,044,779.35
2,044,677.17
2,044,691.93
DESCRIPTIONS
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
SITE FEATURES POINT TABLE
No.
TOW-506
TOW-507
TOW-508
ELEVATION
281.25
285.28
284.85
285.22
287.04
280.88
281.00
281.00
280.88
280.88
281.00
281.00
280.88
280.88
281.00
281.00
280.88
280.02
279.33
280.00
NORTHING
852,727.99
853,102.80
853,092.07
853,073.68
853,067.32
852,816.12
852,838.70
852,818.42
852,795.84
852,769.77
852,792.36
852,772.07
852,749.49
852,727.34
852,749.99
852,729.71
852,707.05
852,798.70
852,786.02
852,758.83
EASTING
2,044,825.95
2,045,225.73
2,045,227.70
2,045,242.69
2,045,250.55
2,044,764.92
2,044,775.45
2,044,818.95
2,044,808.42
2,044,864.31
2,044,874.84
2,044,918.34
2,044,907.81
2,044,955.32
2,044,965.88
2,045,009.38
2,044,998.82
2,045,207.16
2,045,234.35
2,045,221.67
DESCRIPTIONS
TOP OF WALL
TOP ON NATURAL GROUND
TOP ON NATURAL GROUND
TOP ON NATURAL GROUND
TOP ON NATURAL GROUND
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURES POINT TABLE
No.
BLDG-572
BLDG-573
ELEVATION
280.01
280.00
280.01
280.00
279.92
281.00
280.90
281.74
279.73
105.00
105.00
105.00
105.00
NORTHING
852,771.51
852,764.26
852,760.25
852,733.06
852,737.07
852,837.23
852,831.88
852,898.83
852,886.15
852,821.81
852,813.36
852,803.69
852,795.24
EASTING
2,045,194.48
2,045,191.10
2,045,199.71
2,045,187.03
2,045,178.42
2,044,779.50
2,044,790.96
2,045,026.24
2,045,053.42
2,045,151.74
2,045,169.86
2,045,143.29
2,045,161.41
DESCRIPTIONS
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
PEDESTRIAN DOOR
ROLL UP DOOR
BUILDING
BUILDING
SITE FEATURE
SITE FEATURE
SITE FEATURE
SITE FEATURE
SW-300
SW-301
SW-302
SW-303
SW-304
SW-307
SW-308
SW-309
SW-310
SW-311
SW-312
SW-313
SW-314
SW-315
SW-316
SW-317
SW-318
SW-319
SW-320
SW-321
SW-322
SW-323
SW-324
SW-325
SW-326
SW-327
SW-328
SW-329
SW-330
SW-331
SW-332
SW-333
SW-334
SW-335
SW-336
SW-337
SW-338
SW-339
SW-340
SW-341
SW-342
SW-343
SW-344
SW-345
SW-346
SW-347
SW-348
SW-349
SW-350
SW-351
SW-352
BLDG-430
BLDG-431
BLDG-432
BLDG-433
BLDG-434
TOW-500
TOW-501
TOW-502
TOW-503
TOW-504
TOW-505
SF-550
SF-551
SF-552
SF-553
SF-554
SF-555
SF-556
SF-557
SF-558
SF-559
SF-560
SF-561
SF-562
SF-563
SF-564
SF-565
SF-566
SF-567
SF-568
SF-569
SF-570
SF-571
SF-574
SF-575
SF-576
SF-577
SITE FEATURES POINT TABLE
No. ELEVATION
288.36
289.80
290.20
292.72
291.25
291.25
292.82
287.00
286.44
288.25
288.37
289.47
289.62
289.72
289.62
289.52
289.54
289.34
289.56
285.92
NORTHING
852,789.23
852,769.87
852,746.60
852,768.70
853,244.03
853,245.86
852,764.91
852,786.88
852,775.18
853,044.85
853,049.50
853,094.25
853,102.16
853,110.60
853,139.39
853,162.58
853,157.71
853,168.80
853,168.40
853,153.91
EASTING
2,045,545.47
2,045,561.28
2,045,588.13
2,045,615.27
2,045,213.67
2,045,235.59
2,045,610.62
2,045,507.35
2,045,493.03
2,045,272.73
2,045,268.93
2,045,232.38
2,045,242.06
2,045,242.91
2,045,219.41
2,045,210.20
2,045,211.35
2,045,202.10
2,045,197.34
2,045,128.71
DESCRIPTIONS
BACK OF CURB
BACK OF CURB
BACK OF CURB RADIUS
BACK OF CURB
BACK OF CURB
BACK OF CURB
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
1. SEE SHEET C-001 FOR GENERAL NOTES AND
ABBREVIATIONS.
2. SEE SHEET C-002 FOR CIVIL LEGEND AND SYMBOLS.
3. SEE SHEETS CS100 THROUGH CS104 FOR SITE PLANS
GENERAL NOTES:
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
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T
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A
D V
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T I S
E
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T A
F I L E
N A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
S O
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N
N
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S I G
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A
M A
R K
S I Z
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S U
B M
I T
T E
D
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D A
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C O
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R A
US Army Corps of Engineers
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U I T
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A N
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A R
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SHEET ID
U S
A
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C
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N G
I N
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R S
S A
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N N
S
T R
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W
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A
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D I N
A T
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C-703
4. SEE SHEET C-201 AND C-202 FOR ROAD PROFILES
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
A P
R I L
GEORGIA
MATTHEW S. NEPPL
REGISTERED
ENGINEER
No.
PE047783
NOTE 2
MIN EDGE CLEARANCE
PER MANUFACTURER
TYP
SPLICE LENGTH
TOC EL PER CIVIL PLAN
NOTE 1
SHORT PLAN DIMENSION
TOP BARS
SIDE BARS TYP
EQUIPMENT EDGE, ANCHOR
EQUIPMENT TO FOUNDATION
IN ACCORDANCE W/
MANUFACTURER'S WRITTEN
RECOMMENDATIONS
DETAIL NOTES:
1. SEE CIVIL SHEETS FOR FOUNDATION COORDINATES.
2. ALL FOUNDATION DIMENSIONS SHALL BE COORDINATED WITH
EQUIPMENT SELECTED.
3. ALL FOUNDATION DIMENSIONS SHALL BE COORDINATED WITH
EQUIPMENT SELECTED INCLUDING MINIMUM ANCHORAGE EDGE
DISTANCE REQUIREMENTS AS SHOWN.
BOT BARS
TYP
NOTE 3
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
TOC EL PER CIVIL PLAN
TOC EL PER CIVIL PLAN
M
IN
SLOPE PER CIVIL PLAN
TOP BAR
BOT BARS
TYP
SPLICE LENGTH
TOP BARS
BOT BARS
DETAIL NOTES:
1. SEE CIVIL SHEETS FOR FOUNDATION COORDINATES.
2. ALL FOUNDATION DIMENSIONS SHALL BE COORDINATED
TO MATCH EXISTING FOUNDATIONS & EQUIPMENT. SEE NOTE 4.
3. AFTER DETERMINING REQUIRED THICKNESS TO MATCH EXISTING
FOUNDATIONS, USE TABLE BELOW FOR APPROPRIATE REINFORCEMENT.
4. CONTRACTOR SHALL PROVIDE NEW FOUNDATION PLAN DIMENSIONS
EQUAL TO AT LEAST THE EXISTING PLAN FOUNDATION DIMENSIONS.
LARGER PLAN DIMENSIONS SHALL BE PROVIDED WHEN REQUIRED FOR
EQUIPMENT ANCHORAGE EDGE DISTANCE REQUIREMENTS PER ACI 318.
TOC EL PER CIVIL PLAN
24" TYP (NOTE 2)
TYP
NOMINAL
12"
#5 U BAR @12" OC
TYP
C L R
#5@12" T&B#5@12" T&B
#5@12"#5@12"
DOWELS TO MATCH WALL
VERT REINF (DEVELOP
HOOK INTO SLAB)
PROVIDE BOND BEAM AT TOP
COURSE AND @32" OC MAX
BETWEEN FOUNDATION AND TOP
COURSE PER A1/S-580
8" CMU BLOCK WALL
(FULLY GROUTED)
(1) #5@24" OC
VERT REINF
EDGE OF CMU PER
CIVIL DRAWING C-510
SOLID GROUT
ANCHORED BRICK
FACADE PER
SPECIFICATIONS
DETAIL NOTES:
1. SEE CIVIL SHEETS FOR FOUNDATION COORDINATES.
2. PROVIDE TURN DOWN ON ALL SIDES OF FOUNDATION.
C L R
C L R
OUTER BARS SHALL
RUN PLAN E/W ON C-510
D R
A W
N B
Y
D E
S
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US Army Corps of Engineers ®
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SHEET ID
NTSE1
SITE FOUNDATION SECTION
ANTENNA 10 PER CIVIL 5 12 5 12 NA NA
COOLING TOWER 24 PER CIVIL 8 8 8 8 5 12
GENERATOR 24 PER CIVIL 7 12 7 12 NA NA
INCH INCH # INCH # INCH # INCH
BAR SIZE BAR SPACING BAR SIZE BAR SPACING BAR SIZE BAR SPACINGTYPE
T TE
TOP BARS BOT BARS SIDE BARS
REMARKS
GEOMETRY REINFORCEMENT
SITE FOUNDATION SCHEDULE
NTSE5
TRAINING AID FOUNDATION SECTION
32 < T ≤ 48 PER CIVIL 8 8 8 8 5 12
20 < T ≤ 32 PER CIVIL 8 12 8 12 5 12
12 < T ≤ 20 PER CIVIL 6 12 6 12 NA NA
8 ≤ T ≤ 12 PER CIVIL 5 12 5 12 NA NA
# INCH # INCH # INCH
INCH INCH
BAR SIZE BAR SPACING BAR SIZE BAR SPACING BAR SIZE BAR SPACING
T TE TOP BARS BOT BARS SIDE BARS
GEOMETRY REINFORCEMENT
TRAINING AID FOUNDATION SCHEDULE
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NTSA1
DUMPSTER PAD FOUNDATION
J K L M N
1.3
4.5
L.7
M A
T C
H L
IN
E S
E E
-1
228.2
228.1
OTS
OTS
OTS
OTS
OTS
OTS
OTS
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-0"
OTS
9'-6"
J.3
0.6
4'-0"
CONC OVER STEEL DECK
1 HR RATED CEILING W1
SHEET NOTE 1
E Q
E Q
EQ EQ
E Q
E Q
/2
/4
SHEET
NOTE 2
S-2 SECURE AREA (SA)/ RF
SHIELDED BOUNDARY SHOWN
DASHED
OTS
SD
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
SMOKE DETECTOR (REFER TO FA DWGS)
EXIT SIGN LOCATION (REFER TO FA DWGS)
2' x 4' LIGHT
1' X 8' PENDANT
PROJECTION SCREEN
DIFFUSER - ROUND OR SQUARE
RETURN
00'-00" CEILING HEIGHT, ABOVE FINISH FLOOR
2'-0" x 4'-0" SUSPENDED ACOUSTICAL CEILING; ACT1
2' x 2' LIGHT
2'-0" x 4'-0" SUSPENDED ACOUSTICAL CEILING; ACT2
CEILING LEGEND:
5'-0" x 5'-9" SUSPENDED ACOUSTICAL CEILING CLOUD;
ACCL; 9'-6" AFF UON
SUSPENDED ACOUSTICAL CEILING BAFFLES; ACB; 9'-6" AFF
SUSPENDED ACOUSTICAL PARTITION; AP
SUSPENDED ACOUSTICAL CEILING CANOPY; ACC
OPEN TO STRUCTURE, OTSOTS
OR
INTERIOR FINISH LEGEND
CEILING TO RECEIVE CEILING PAINT PNT1.
CEILING TO RECEIVE CEILING PAINT PNT2. ALL MECHANICAL,
FIRE SUPPRESSION, AND OTHER VISIBLE PIPE AND DUCTWORK
ABOVE SUSPENDED CEILING ELEMENTS TO ALSO RECEIVE PNT2
WHERE CEILINGS ARE OTS.
SUSPENDED ACOUSTICAL CEILING CANOPY; ACC
WALL INDICATED TO RECEIVE METAL WALL PANEL; MWP.
CEILING INDICATED TO RECEIVE K-13 SOUND ABSORPTIVE
SPRAY; SAS. REFER TO SHEET A-600 AND A-601 FOR FINISH
SCHEDULE.
CEILING/FLOOR TYPE Z1 AT ALL LEVEL 1 AREAS BELOW LEVEL 2
S-2 SECURE AREA. FLOOR IS INCLUDED IN THE S-2 SECURE AREA
PERIMETER.
CEILING AND ALL EXPOSED ELEMENTS TO REMAIN
MANUFACTURER FINISH. TOUCH-UPS TO MANUFACTURER FINISH
IN FIELD ONLY.
1. FOR GENERAL NOTES, LEGENDS, ABBREVIATION, AND
THERMAL ENVELOPE REQUIREMENTS, SEE SHEET A-001.
2. BUILDING ELEVATION 100'-0" IS EQUAL TO 281'-0" ABOVE SEA
LEVEL.
3. SEE DRAWING A-020 SERIES FOR WALL AND SPECIALTY
CEILING TYPES.
4. SEE DRAWING A-600 AND A-601 FOR ROOM FINISH MATERIAL
LEGEND AND MATERIAL CODES. SEE DRAWING A-605 AND A-606
FOR ARCHITECTURAL MATERIAL LEGEND AND MATERIAL
CODES.
5. EXTERIOR MASONRY VENEER ANCHORS AND WALL SHEATHING
SHALL ALLOW FOR BUILDING STRUCTURAL DEFLECTION AND
MOVEMENT. REFER TO GENERAL NOTES ON SHEET A-001.
6. SIZE STUDS TO SUPPORT ALL CABINETRY AND FURNITURE /
FIXTURES AND PROVIDE ADEQUATE BLOCKING WHERE
NEEDED FOR CABINETRY, TOILET ACCESSORIES, ACOUSTICAL
WALL PANELS, AND VISUAL COMMUNICATIONS.
7. PLACE LIGHT FIXTURES IN RELATIONSHIP TO EXPOSED
STRUCTURE ABOVE; MAINTAIN SYMMETRY AND ALIGNMENT AS
SHOWN. LIGHT FIXTURE PLACEMENT TAKES PRECEDENCE
OVER CLOUD (ACCL) PLACEMENT; MAINTAIN CLOUD LAYOUT
AS CLOSE AS POSSIBLE.
8. CENTER ACOUSTICAL CEILING TILE AND GRIDS (ACT2 / GRID2)
IN EACH ROOM, NOT LEAVING CUT TILES LESS THAN 6" UON.
GENERAL NOTES:
SECURITY WALL LEGEND
S-2 SECURE AREA (SA) AND RF
SHIELDED BOUNDARY
COMPARTMENTED AREA (CA)
BOUNDARY AT HOC ROOM 224.1
D E F
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US Army Corps of Engineers ®
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SHEET ID
1/8" = 1'-0"A1
REFLECTED CEILING PLAN - LEVEL 2 - AREA C
8'4' 16'0
SHEET NOTES:
1. SUSPENDED ACOUSTICAL CEILING CLOUDS
(ACCL) IN ROC ROOM 230 TO BE 14' AFF.
2. ACCESS PANEL FOR ABOVE CEILING HVAC
EQUIPMENT. COORDINATE FINAL LOCATION
AND SIZE WITH FINAL EQUUIPMENT
REQUIREMENTS. COORDINATE WITH FIXED
LIGHTING LOCATIONS.
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GENERAL NOTES
1. REFER TO A-600 AND A-601 FOR ROOM FINISH MATERIAL
LEGEND.
2. REFER TO A-605 AND A-606 FOR ARCHITECTURAL FINISH
LEGEND.
3. REFER TO A-001 FOR GENERAL NOTES, SYMBOLS AND
ABBREVIATIONS.
4. FOR LIST OF INTERIOR MATERIALS USED FOR CASEWORK,
SEE SHEET A-600 AND A-601 ROOM FINISH MATERIAL LEGEND.
THE MANUFACTURER'S NAMES AND THEIR PRODUCTS
REFERENCED INDICATE THE COLOR, TEXTURE, AND PATTERN
REQUIRED FOR THE MATERIALS LISTED. THE PRODUCTS
FURNISHED SHALL MEET THE COLOR, TEXTURE AND
PATTERN INDICATED; AS WELL AS THE MATERIAL QUALITY
AND PERFORMANCE SPECIFIED IN THE APPLICABLE
TECHNICAL SECTION. THE USE OF MANUFACTURER'S NAMES
AND PRODUCTS DO NOT PRECLUDE THE USE OF OTHER
MANUFACTURER'S PRODUCTS OF APPROVED EQUAL COLOR,
TEXTURE, AND PATTERN AS LONG AS ALL REQUIREMENTS IN
THE TECHNICAL SECTIONS ARE MET.
5. FOR FLOOR DRAIN LOCATIONS SEE PLUMBING DRAWINGS,
COORDINATE DRAIN PLACEMENT WITH FINISH FLOOR
MATERIALS .
6. WALL FINISH TAG CENTERED IN ROOM WITHOUT LEADER
ARROWS INDICATES STANDARD FINISHES THAT ARE TO BE
USED IN THAT ENTIRE ROOM.
7. PROVIDE CORNER GUARDS IN ALL MAJOR CORRIDORS PER
SPECIFICATION 10 26 13 WALL AND DOOR PROTECTION;
AND IN LOCATIONS AS INDICATED.
8. PROVIDE SANITARY WALL GUARDS ON ALL OUTSIDE
CORNERS IN ALL BATHROOMS. REFER TO SPECIFICATION
09 30 10 CERAMIC, PORCELAIN AND GLASS TILING.
9. PROVIDE HORIZONTAL WINDOW BLINDS (OR SHADES) PER
SPECIFICATION 12 21 00 IN LOCATIONS AS INDICATED ON
FINISH PLANS.
10. REFER TO A-140 AND A-150 SERIES FOR REFLECTED CEILING
PLANS FOR LOCATIONS OF CEILING FINISHES.
11. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE BODIES,
DEVICE COVERS, SWITCH PLATES, AND ELECTRICAL PANELS
TO BE IN A WHITE FINISH UNLESS OTHERWISE NOTED.
12. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE BODIES,
DEVICE COVERS, AND SWITCH PLATES IN MECHANICAL,
FIRE PUMP, ELECTRICAL, AND COMM ROOMS TO BE IN A
STAINLESS STEEL FINISH.
13. ALL SWITCH HANDLES, RECEPTACLE BODIES, DEVICE
COVERS, SWITCH PLATES, AND ELECTRICAL PANELS
LOCATED ON A WALL FINISHED WITH METAL WALL PANELS
(MWP & MWP1) TO BE IN A BLACK OR SIMILAR FINISH.
14. ALL EXPOSED STEEL STRUCTURE INCLUDING BUT NOT
LIMITED TO FLOOR/ROOF DECKING, BEAMS, JOISTS,
COLUMNS, GIRTS, AND DIAGONAL BRACING (NOT INCLUDING
READINESS BAYS) TO RECEIVE OTS PAINT PNT2.
15. ALL EXPOSED STEEL STRUCTURE INCLUDING BUT NOT
LIMITED TO COLUMNS, GIRDERS, WIDE FLANGES AND
DIAGONAL BRACING (READINESS BAYS ONLY) TO RECEIVE
PAINT PNT12.
16. REFER TO ARCHITECTURAL ELEVATIONS A-400 SERIES FOR
ADDITIONAL FINISH INFORMATION FOR CASEWORK,
COUNTERTOPS, TILE AND BACKSPLASH FINISHES.
17. ALL WALLS ON LEVEL 1 THAT ARE IN ROOMS WHICH ARE
OTS (NOT INCLUDING READINESS BAYS) TO RECEIVE PNT2
STARTING AT 12' AFF, ENDING AT THE DECK ABOVE, UON ON
DRAWINGS.
18. ALL WALLS ON LEVEL 2 THAT ARE IN ROOMS WHICH ARE
OTS TO RECEIVE PNT2 STARTING AT 15' AFF, ENDING AT
THE DECK ABOVE, UON ON DRAWINGS.
19. ALL EXPOSED CAULKING, SEALANTS, AND CONTROL/
EXPANSION JOINTS TO MATCH ADJACENT MATERIAL.
REFER TO SPEC SECTION 07 92 00 JOINT SEALANTS FOR
REQUIRED SEALANT COLOR SUBMISSION REQUIREMENTS.
20. TRANSITIONS TO INCLUDE STAINLESS STEEL AT DOOR
THRESHOLDS, AND SOLID SURFACE AT RESTROOMS (AS
INDICATED IN DETAILS). RAF TERRAZZO TRANSITIONS TO
POURED TERRAZZO USE A POUR STOP STRIP. OTHER RAF
FINISHES SUCH AS CARPET AND VINYL TO EITHER USE A
MONOLITHIC OR RUBBER REDUCER TRANSITION AS
RECOMMENDED BY THE FLOORING MANUFACTURER. ALL
FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF
DOOR UON.
CORNER GUARD, CG
EPOXY TERRAZZO
FLOORING AND EPOXY
TERRAZZO TILE FLOORING,
ET & ETT
ENTRANCE FLOOR MAT,
EM
CARPET TILE, CPT1, CPT2,
CPT3, CPT4
PORCELAIN FLOOR TILE,
PFT
SEALED CLEAR POLISHED
CONCRETE, SC
CG
VINYL FLOOR TILE, VT1, VT2
FINISH LEGEND
HIGH PRESSURE LAMINATE
TILES OVER RAISED
ACCESS FLOOR, RAF2
TERRAZZO TILE OVER
RAISED ACCESS FLOOR,
RAF1
CERAMIC FLOOR TILE,
CFT
XX-99
XX-99 WALL AND WALL BASE
FINISH TAG (WALL/BASE)
XXX FLOOR FINISH TAG
DIRECTION OF PATTERN
WALL FINISH LEGEND
CODE
PNT
PWT
DESCRIPTION
PAINT
PORCELAIN WALL TILE
CWT CERAMIC WALL TILE
RB RUBBER WALL BASE
CB CERAMIC WALL BASE
AWP ACOUSTICAL WALL PANELS
AP ACOUSTICAL PARTITION
GWT GLASS WALL TILE
MWP METAL WALL PANEL
VWC VINYL WALL COVERING
WP WOOD PANEL
DC RECESSED DISPLAY CASE
ETB EPOXY TERRAZZO WALL BASE
SCB SANITARY COVE BASE
LK LOCKER
M A
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I-
CONFERENCE
ROOM 12 PN
SIGINT
OST
OST
228.2
OST
228.1
HALLWAY
CONFERENCE
ROOM 12 PN
S-2 SA TR
ROC
MECHANICAL
ROC RACK ROOM
HALLWAY
STAIR B
ELEC
CPT1
RB1
PNT3
CPT3
CPT3
RB1
PNT3
RB1
PNT3
RB1
PNT10
RB1
PNT10
RB1
PNT8RAF1
RAF1
RAF2
RB1
PNT3
RAF1
RB1
PNT4
RB1
PNT4
RB1
PNT4
CPT1
RB1
PNT3
RAF2 RB1
PNT3
RB1
PNT3
SC
SCSC
1RB3
PNT12
CPT1
CPT1
RB1
PNT3
RB1
PNT3
CPT1
RB1
PNT3
2'-4 7/8" 6"
/4
/4
4 4
6"
J J.3 K L L.7 M N
0.6
1.3
4.5
CPT1
RB1
PNT3
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US Army Corps of Engineers ®
D
C
B
A
C A
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G O
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SHEET ID
8'4' 16'0
1/8" = 1'-0"A1
FINISH PLAN - LEVEL 2 - AREA C
SHEET NOTES
ALL STAIRS AND RISERS TO RECEIVE RUBBER
STAIR TREADS/RISERS (STR1).
ITEM INDICATED TO BE 4'-0"x8'-0" ACOUSTICAL
PARTITION (AP).
WALL INDICATED TO RECEIVE ACOUSTICAL WALL
PANELS (AWP1).
WINDOWS ON NORTH WALL TO RECEIVE MINI BLINDS
(MB).
AREA INDICATED TO RECEIVE ACOUSTICAL WALL
PANELS (AWP2).
METAL STAIR STRUCTURE, GUARDRAILS,
HANDRAILS, AND UNDERSIDE OF LANDINGS IN
STAIR B TO RECEIVE PNT6.
SEE SHEET A-616 / D1 FOR FLOOR TRANSITION
DETAIL.
SEE SHEETS A-521 AND A-522 FOR CROSS
BRACE BASE DETAILS AND FINISHES.
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480V, 2000A, 3P, 4W, 60HZ, 65KAIC
SWGR-AD1-001
M A
T C
H L
IN
E E
-6
1600AF
1200AT
800AF
125AT
SPARE
800AF
225AT
SPARE
MCB
225A
208Y/120V
DP-AD2-006
IS-AD2-006 (RM. 216)
3 #2, 1 #6G, 1 1/2"C
480V
75kVA
208Y/120V
MLO
100A
208Y/120V
WORKSTATIONS
PP-AD2-016
MLO
100A
208Y/120V
WORKSTATIONS
PP-AD2-015
MLO
100A
208Y/120V
GENERAL HOUSE
PP-AD2-014
MCB
100A
480Y/277V
LP-AD2-004
480V
30kVA
480Y/277V
MCB
50A
480Y/277V
LIGHTING
LP-AD2-005
TR-AD2-007
LIGHTING
IS-AD2-007 (RM. 209)
3 #6, 1 #10G, 1"C
5#2,1#8G,1 1/2"C
MCB
225A 480V
DP-AD2-005
800AF
225AT
4 #300, 1 #4G, 3"C R-1007
IS-AD2-009 (RM. 240)
MCB
100A
208Y/120V
GENERAL HOUSE
PP-AD2-020
480V
30kVA
208Y/120V
TR-AD2-009
3 #4, 1 #6G, 1 1/2"C R-1008
800AF
50AT
RF SHIELD
MCB
50A
208Y/120V
GENERAL HOUSE
PP-AD2-021
MCB
150A
208Y/120V
DP-AD2-008
IS-AD2-008 (RM. 209)
3 #4, 1 #8G, 1 1/2"C
480V
45kVA
208Y/120V
MLO
100A
208Y/120V
WORKSTATIONS
PP-AD2-019
MLO
100A
208Y/120V
WORKSTATIONS
PP-AD2-018
MLO
100A
208Y/120V
GENERAL HOUSE
PP-AD2-017
TR-AD2-006 TR-AD2-008
MCB
225A 480V
MECH RM
DP-AD1-202
800AF
225AT
4 #300, 1 #4G, 3"C R-1009
MCB
150A 480V
COOL TOWERS
DP-SIT-206
800AF
150AT
4 #3/0, 1 #6G, 2 1/2"C R-0004
BIB
MIB
MBB
BCB
UPS-AD1-001, 800kVA, 480V, 3PH,3W,60Hz
4 SETS OF
3#350, 1 #4/0G, IN (4) 3" C
R-1006
4 SETS OF
3#350, 1#4/0G, IN (4) 3" C
R-1007
MDP-AD1-001
1200A, 480V, 3PH-3W,65ka
BYP
NORMAL
ISOL
ATS
ALT
G
1600AF
1200AT
100%
RATED
GEN-SIT-001
OUTDOOR NG GENSET
1000kW, 0.8PF STANDBY 480V, 3PH, 60Hz
4 SETS OF COPPER
3 #750, 1 #500G, IN (4) 5"C
PROVIDE (1) 5"C SPARE
(W/ PULLSTRING AND CAPPED)
R-0002
4 SETS OF
3#350, 1 #4/0G, IN (4) 3" C
R-1005
FROM UDP-AD1-001
SEE SHEET E-603
ATS-AD1-001
1200A 480V
3PH-3W
65 kA
LSIG LSIG LSIG LSIG LSIG LSIG LSIG
5#2,1#8G,1 1/2"C
4 SETS OF
3#350, 1 #4/0G, IN (4) 3" C
R-1012
3B 3C 4C 4D 1A 1B 1C
MODBUS RTU
MODBUS RTU
DL-DI: ON NORMAL SOURCE
DL-DI: ON EMERGENCY SOURCE
DL-DI: EMERGENCY VOLTAGE AVAIL
DL-DI: NORMAL VOLTAGE AVAIL
DL-DI: GENERAL ALARM
BAS
DL-DI: UPS ON BATTERY
DL-DI: UPS ON BYPASS
DL-DI: GENERAL ALARM
DL-AI: BATTERY CHARGE %
DL-AI: AVG VOLTAGE
DL-AI: AVG CURRENT
DL-AI: KVA
DL-AI: KW
DL-AI: PF
DL-DI: RUNNING
DL-DI: REMOTE CONTROL
DL-DI: GENERAL ALARM
DL-AI: AVG VOLTAGE
DL-AI: AVG CURRENT
DL-AI: KVA
DL-AI: KW
DL-AI: PF
MODBUS RTU
2 3
6 7 8
R-0005
2" PVC
480V
15kVA
208Y/120V
TR-AD1-017
MCB
50A
208Y/120V
FIRE PROTECTION
FPP-AD1-001
3#10, 1#10G, IN 3/4" C
4#6, 1#8G, IN 1" C
13 13 13
START/STOP COMMAND
UPON LOSS OF UTILITY
R-0010
2" PVC
14 14
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O F
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K E
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US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
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SHEET ID
NTSB1
ONE-LINE DIAGRAM - LOW VOLTAGE
SWITCHGEAR SHEET 2
GENERAL NOTES
1. REFERENCE M-800 FOR OVERALL CONTROLS NETWORK
HIERARCHY AND DETAILS. REFERENCE M-8XX SERIES, AND E-802
AND E-803 DRAWINGS FOR IO POINTS REQUIRED FOR EACH
SYSTEM.
2. ANY ADDITIONAL POINTS AND ASSOCIATED WIRING/CONDUITS
REQUIRED TO ACCOMPLISH THE SEQUENCE OF OPERATIONS
SHALL BE PROVIDED AND SHOWN ON THE SHOP DRAWING
SUBMITTAL.
3. TAG NUMBERS MATCHING THE TAGGING CONVENTION SHALL BE
PROVIDED FOR ALL MAJOR BAS COMPONENTS SUCH AS DDCS,
SWITCHES, GATEWAYS, AND FOPS.
4. COMPONENTS NECESSARY FOR EACH DDC MAY VARY DUE TO
EQUIPMENT REQUIREMENTS.
5. PROVIDE UPS POWER TO EACH DDC PANEL AS INDICATED ON THE
POWER PLAN DRAWINGS.
6. CONTRACTOR SHALL AFFIX PERMANENT TAGS/LABELS TO ALL
DEVICES AS SPECIFIED.
7. CONTRACTOR SHALL LABEL ALL DDC I/O SIGNAL LINES 4-20 mA, VDC, OR SNVT.
SHEET NOTES1
1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND
ABBREVIATIONS, SEE SHEETS E-001 THRU E-004
2. SEE SPECIFICATION 26 20 00 FOR SPD REQUIREMENTS.
3. CONTRACTOR SHALL COORDINATE MECHANICAL,
ELECTRICAL, TELECOM CONTRACTORS FOR
LOCATIONS AND PROVISION OF ALL THE DATA
OUTLETS NECESSARY FOR NETWORKING ALL
CONTROL EQUIPMENT.
4. FOR SWITCHGEAR ELEVATION SEE SHEET E-201, FOR
SWITCHBOARD ELEVATIONS SEE SHEET E-202.
8. CONTRACTOR SHALL SEQUENTIALLY NUMBER EACH DDC PANEL. DEVICE AND
SIGNAL IDENTIFIERS SHALL BE CONSISTENT BETWEEN DRAWINGS.
9. EMERGENCY SHUTDOWN SWITCH SHALL BE LOCATED IN THE LOC, AND SHALL
COMMAND ELECTRICAL SYSTEM SHUTDOWN THROUGH THE BAS AS COMMANDED.
10. INSTALL SET SCREW TYPE CIRCUIT BREAKER LOCK ON KIT, DUE TO FIRE ALARM
CIRCUITS. PAINT THE LOCK-ON BREAKERS RED. PROVIDE A LABEL, IN ADDITION TO
THE PANELBOARD NAMEPLATE, ON THE DISTRIBUTION EQUIPMENT, WITH THE
FOLLOWING INSCRIPTION: "FIRE PROTECTION/LIFE SAFETY EQUIPMENT".
CONSTRUCT AND FASTEN THE LABEL IDENTICAL TO THE PANELBOARD NAMEPLATE
EXCEPT THE LABEL MUST BE RED LAMINATED PLASTIC WITH WHITE CENTER CORE.
11. AUTOMATIC TRANSFER SWITCH CONSISTS OF A BYPASS ISOLATION SWITCH. ATS
CONFIGURATION IS OPEN TRANSITION.
12. UPS BATTERY CAPACITY DISCHARING TIME TO END VOLTAGE SHALL BE 15
MINUTES.
13. CONTRACTOR TO PROVIDE INTERNAL WIRING INFORMATION VIA SHOP DRAWING
SUBMITTAL FOR INTEGRATED SWITCHBOARD.
14. CONTACTOR SHALL IMPLEMENT K-RATED TRANSFORMERS (AND DETERMINE
REQUIRED RATING) SERVICING NON-LINEAR COMPUTER LOADS BASED ON
RESULTS OF THE CONTRACTOR PERFORMED HARMONICS STUDY.
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No. PE046864
04/21/22
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US Army Corps of Engineers ®
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SHEET ID
PHASE C 28.06 KVA DEMAND LOAD = 60.79 KVA
PHASE B 30.92 KVA
PHASE A 31.86 KVA TOTAL CONNECTED LOAD = 90.84 KVA
19,297 19,362 17,862 10,200 11,560 12,560
41 0 0 42
39 0 0 40
SPACE
0 0
SPACE
35 0 0 36
33 0 0 34
SPACE
0 0
SPACE
29 0 0 30
27 0 0 28
SPACE
0 0
SPACE
23 0 0 24
21 0 0 22
SPACE
0 0
SPACE
17 0 0 18
15 0 0 16
SPACE
0 0
3 100 SPARE
11 8812 400 12
9 11532 2500 10
PP-AD1-003 100 3
10808 2900
3 100 PP-AD1-004
5 9050 9800 6
3 7830 9060 4
PP-AD1-001 100 3
8489 9660
3 100 PP-AD1-002
NO AMP A B C C B A AMP NO
CKT LOAD SERVED BKR P VA VA P BKR LOAD SERVED CKT
BUS 225 AMP MCB 225 AMP 4 WIRE
VOLTAGE 208/120 VOLT NEMA 1
LOCATION RM 124 AIC: 22 KA
PANEL DP-AD1-001 SURFACE MOUNTED NEUTRAL SIZE: NA
PHASE C 8.68 KVA DEMAND LOAD = 15.99 KVA
PHASE B 4.22 KVA
PHASE A 3.09 KVA TOTAL CONNECTED LOAD = 15.99 KVA
1,857 3,297 5,351 3,324 921 1,235
41 0 0 42
39 0 0 40
SPACE
0 0
SPACE
35 0 0 36
33 0 0 34
SPACE
0 0
SPACE
29 0 0 30
27 0 0 28
SPACE
0 0
SPACE
23 0 0 24
21 0 0 22
SPACE
0 0
SPACE
17 0 0 18
15 0 0 16
SPACE
0 0
SPACE
11 2165 0 12
9 868 0 10
LP-AD1-001 50 3
967 0
1 50 SPARE
5 3186 3324 6
3 2429 921 4
LP-AD1-002 50 3
890 1235
3 50 LP-AD1-003
NO AMP A B C C B A AMP NO
CKT LOAD SERVED BKR P VA VA P BKR LOAD SERVED CKT
BUS 225 AMP MCB 100 AMP 4 WIRE
VOLTAGE 480/277 VOLT NEMA 1
LOCATION RM 140 AIC: 65 KA
PANEL DP-AD1-002 SURFACE MOUNTED NEUTRAL SIZE: NA
PHASE C 32.34 KVA DEMAND LOAD = 68.77 KVA
PHASE B KVA
PHASE A 31.67 KVA TOTAL CONNECTED LOAD = 102.32 KVA
18,405 20,601 17,290 15,050 17,700 13,270
41 0 0 42
39 0 0 40
SPACE
0 0
SPACE
35 0 0 36
33 0 0 34
SPACE
0 0
SPACE
29 0 0 30
27 0 0 28
SPACE
0 0
SPACE
23 0 0 24
21 0 0 22
SPACE
0 0
SPACE
17 0 0 18
15 0 0 16
SPACE
0 0
3 100 SPARE
11 10000 7530 12
9 10700 8640 10
PP-AD1-007 100 3
9700 6290
3 100 PP-AD1-008
5 7290 7520 6
3 9901 9060 4
PP-AD1-005 100 3
8705 6980
3 100 PP-AD1-006
NO AMP A B C C B A AMP NO
CKT LOAD SERVED BKR P VA VA P BKR LOAD SERVED CKT
BUS 225 AMP MCB 225 AMP 4 WIRE
VOLTAGE 208/120 VOLT NEMA 1
LOCATION RM 140 AIC: 22 KA
PANEL DP-AD1-003 SURFACE MOUNTED NEUTRAL SIZE: NA
PHASE C 37.15 KVA DEMAND LOAD = 91.75 KVA
PHASE B 41.92 KVA
PHASE A 43.05 KVA TOTAL CONNECTED LOAD = 122.12 KVA
31,135 30,858 28,665 8,490 11,060 11,910
41 6000 0 42
39 6000 0 40
GEN-SIT-001 LOAD CENTER 100 3
6000 0
SPACE
35 2400 0 36
33 2400 0 34
EVSE VEHICLE CHARGING STATION 40 3
2400 0
SPACE
29 2400 0 30
27 2400 0 28
EVSE VEHICLE CHARGING STATION 40 3
2400 0
SPACE
23 2400 0 SPACE 24
21 2400 0 SPACE 22
EVSE VEHICLE CHARGING STATION 40 3
2400 100 1 20 PEDESTRIAN BRIDGE LIGHTING 20
17 2400 0 18
15 2400 0 16
EVSE VEHICLE CHARGING STATION 40 3
2400 0
3 100 SPARE
11 9200 3050 12
9 10200 5520 10
PP-AD1-012 100 3
9900 5450
3 100 PP-AD1-013
5 3865 5440 6
3 5058 5540 4
PP-AD1-010 100 3
5635 6360
3 100 PP-AD1-011
NO AMP A B C C B A AMP NO
CKT LOAD SERVED BKR P VA VA P BKR LOAD SERVED CKT
BUS 400 AMP MCB 400 AMP 4 WIRE
VOLTAGE 208/120 VOLT NEMA 1
LOCATION RM 140 AIC: 22 KA
PANEL DP-AD1-004 SURFACE MOUNTED NEUTRAL SIZE: NA
1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND
ABBREVIATIONS, SEE SHEETS E-001 THRU E-004
GENERAL…
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