W912QR20B0002Plans-0003.pdf
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- Solicitation number
- W912QR20B0002
About this file
This solicitation is for the design and construction of an Automated Infantry Platoon Battle Course at Fort Campbell, Kentucky. The estimated construction cost is between $5 million and $10 million. The project involves the design and construction of various training structures and features, including targets, bunkers, and other automated and stationary training assets. The solicitation will be available electronically only through the SAM.gov website. As this opportunity exceeds $15 million, contractors must meet the size standard under NAICS code 236220 to be considered other than small. In accordance with FAR 19.1307, this project requires a 10% price evaluation preference for HUBZone small businesses. Responses are due in accordance with the solicitation schedule.
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GENERAL SHEET NOTES
LEGEND
AREAS TO BE REMOVED
CLEARING AND GRUBBING
CONTRACTOR WORK LIMITS
UXO BOUNDARY - MEDIUM RISK
TREE REMOVAL
OBJECTIVE A
OBJECTIVE B
OBJECTIVE DOBJECTIVE E
OBJECTIVE E
OBJECTIVE F
ROCA
CD102
CD103
CD104
CD105 CD106 CD107
CD109
CD110
CD111
CD112
CD113
CD114
CD115
CD116
CD117
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CD119
CD120
CD121
CD122
CD123 CD124
CD125 CD126
CD129
CD127
CD130
CD133
CD128
CD132
CD131
CD134
CD135
MEDIUM RISK
UXO-BOUNDARY
CD108
CD136
CD137
CD138
CD139
CD140
CD141
CD142
OBJECTIVE F / C
LAYDOWN AREA
CONTRACTOR
CD114A
CD114B
LRL_Screen.dscriptLRL_pdf.pltcfg8:43:27 AM 3/31/2020
...\CAD\Civil\ \CAD_BIM\03_Sheets\456975_CD101xxx.DGN
CD101
B S
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A1 1"=300'
N
600'0 300'
OVERALL DEMOLITION PLAN
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E X . G
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E M
A
IN
12' 12'
R
35'
R
R
R
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.5
R20'R
15' R
60'
R
10'
S O
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A T
T L E C
O U
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H A
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IS
D E
C
RTA
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
UXO BOUNDARY- MEDIUM RISK
SPOT COORDINATE
NEW REINFORCED CONCRETE PIPE
STANDARD DRAWING NO. RDH-020-03
KENTUCKY DEPT. OF HIGHWAYS
HEADWALL FOR 12" TO 27" PIPE
(SEE DETAIL SLOPED AND FLARED
NEW HEADWALL
DETAIL E1, SHEET CS512
EXISTING SERVICE ROAD, SEE
NEW GRAVEL OVERLAY OF
OPTION A
NEW SECURITY FENCE
+ SPOT ELEVATION
P1 TARGET LABEL
6" SUBDRAIN PIPE
GRADING LIMITS
6. CONTOUR INTERVAL IS 1'
SEEDED PER SPECIFICATIONS.
5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE
PROFILES.
4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE
PROFILES.
3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE
FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.
2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES
1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.
(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.
24. NEW 18' WIDE SECURITY SLIDING GATE
STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.
23 CONCRETE PORTABLE LATRINE PAD, SEE
SHEET CS512.
22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,
(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.
21 NEW 12' WIDE SECURITY SLIDING GATE
20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.
19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.
DETAILS.
18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR
CS511.
17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET
A1, SHEET CS514.
16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL
CS513 AND CS514.
15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS
14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.
SHEET CS 512.
13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,
REQUIRED.
12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS
11 NOT USED
10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.
OTHERWISE), SEE DETAIL A6, SHEET CS511.
9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED
8 NOT USED.
7 TRENCH, SEE DETAIL A1, SHEET CS509.
EMPLACEMENT, SEE DETAIL A1, SHEET CS510.
6 STATIONARY ARMOR TARGET WITH POWER CENTER
5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.
THRU CS506. LABELED MX ON PLANS.
4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504
CS503. LABELED VX ON PLANS.
3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET
LABELED IMX ON PLANS.
2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.
CS501. LABELED PX ON PLANS.
1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET
S ta . 1
.3
P
C
S ta .4
P T
ROCA CL
T = 43.22'
L = 85.13'
R = 200.00'
E = 1445187.35
N = 863292.19
PI Sta. = 1+60.53
1+00
Sta. 1+64.40
POE
MAIN ENTRY CL
STA. 2+52.59 ROCA
Sta. 0+00.00 =
POB AMMO DRIVE
STA. 2+74.27 ROCA
Sta. 0+00.00 =
POB MAIN ENTRY
S ta . 1
.0
P
O B R
O C
A
A10
STA. 2+52.59 ROCA
Sta. 0+00.00 =
POB AMMO DRIVE
AMMO DRIVE CL
BUILDING
BREAKDOWN
AMMUNITION
Sta. 0+95.25
POE
50' STANDOFF DISTANCE
LRL_Screen.dscriptLRL_pdf.pltcfg3:05:25 PM 3/25/2020
...\CAD\Civil\ \CAD_BIM\03_Sheets\456975_CS103Axx.dgn
1"=20'
N
20' 40'0
M A
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H L
IN
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E E S
H E
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S
B
S
A Y
L O
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K
D O
R S
C H
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IT
E P
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A
SITE PLAN - ROCA
R
H A
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CS103A
O P
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N A
M D
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N O
T E
S E
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IT
E D
M A
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B0
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13'
12' 12'
T Y
P
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30'
15'
R
R
35'
R
R 3
R
R
R
87'
25'R
R
S O
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N N
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C O
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R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
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U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
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-B -0
L O
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IL
L E D
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T R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A W
IN
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O D
E
L O
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L E
K E
N T
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A M
P B
E L L
F O
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A M
P B
E L L
K E
N T
U C
K Y
F Y
P
A P
P R
F -1
-9
-0
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N B
A T
T L E C
O U
R S
E
R
H A
R R
IS
D E
C
RTA
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
UXO BOUNDARY- MEDIUM RISK
SPOT COORDINATE
NEW REINFORCED CONCRETE PIPE
STANDARD DRAWING NO. RDH-020-03
KENTUCKY DEPT. OF HIGHWAYS
HEADWALL FOR 12" TO 27" PIPE
(SEE DETAIL SLOPED AND FLARED
NEW HEADWALL
DETAIL E1, SHEET CS512
EXISTING SERVICE ROAD, SEE
NEW GRAVEL OVERLAY OF
OPTION A
NEW SECURITY FENCE
+ SPOT ELEVATION
P1 TARGET LABEL
6" SUBDRAIN PIPE
GRADING LIMITS
6. CONTOUR INTERVAL IS 1'
SEEDED PER SPECIFICATIONS.
5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE
PROFILES.
4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE
PROFILES.
3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE
FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.
2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES
1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.
(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.
24. NEW 18' WIDE SECURITY SLIDING GATE
STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.
23 CONCRETE PORTABLE LATRINE PAD, SEE
SHEET CS512.
22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,
(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.
21 NEW 12' WIDE SECURITY SLIDING GATE
20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.
19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.
DETAILS.
18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR
CS511.
17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET
A1, SHEET CS514.
16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL
CS513 AND CS514.
15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS
14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.
SHEET CS 512.
13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,
REQUIRED.
12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS
11 NOT USED
10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.
OTHERWISE), SEE DETAIL A6, SHEET CS511.
9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED
8 NOT USED.
7 TRENCH, SEE DETAIL A1, SHEET CS509.
EMPLACEMENT, SEE DETAIL A1, SHEET CS510.
6 STATIONARY ARMOR TARGET WITH POWER CENTER
5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.
THRU CS506. LABELED MX ON PLANS.
4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504
CS503. LABELED VX ON PLANS.
3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET
LABELED IMX ON PLANS.
2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.
CS501. LABELED PX ON PLANS.
1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET
ROC - SMALL
(TYP.)
(T Y
P
12 (TYP.)
(TYP.)
ROCA CL
7+00
8+00
S ta .0
P C
Sta. 6+87.74
PT
Sta. 8+11.82
POE
T = 45.00'
L = 70.69'
R = 45.00'
E = 1445104.89
N = 862796.17
PI Sta. = 6+62.05
11+00
S ta . 1
0+ .0
P C
Sta. 10+66.57
PT
Sta. 11+03.10
POE
E = 5.51'
T = 26.30'
L = 49.57'
R = 60.00'
E = 1445086.97
N = 862778.95
PI Sta. = 10+43.30
ROCA CL
STA. 6+54.22 ROCA
POB Sta. 10+00.00 =
DRIVE CL
OPS / STORAGE
LATRINE PAD
PORTABLE
65 66
93 94
A9
A11
A21 A22
A23
A24
LRL_Screen.dscriptLRL_pdf.pltcfg3:07:56 PM 3/25/2020
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CS104
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20' 40'0
M A
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C H
SITE PLAN - ROCA
S
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12' 12'
T Y
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R
30'
15'
R
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35'
R
R 3
R
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25'R
R
T Y
P
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15'
50'
R
R
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IG
N E
D B
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D E
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N
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
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L O
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A R
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P S O
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L O
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A M
P B
E L L
F O
R T C
A M
P B
E L L
K E
N T
U C
K Y
F Y
P
A P
P R
F -1
-9
-0
A U
T O
M A
T E
D I
N F
A N
T R
Y P
L A
T O
O N B
A T
T L E C
O U
R S
E
R
H A
R R
IS
D E
C
RTA
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
UXO BOUNDARY- MEDIUM RISK
SPOT COORDINATE
NEW REINFORCED CONCRETE PIPE
STANDARD DRAWING NO. RDH-020-03
KENTUCKY DEPT. OF HIGHWAYS
HEADWALL FOR 12" TO 27" PIPE
(SEE DETAIL SLOPED AND FLARED
NEW HEADWALL
DETAIL E1, SHEET CS512
EXISTING SERVICE ROAD, SEE
NEW GRAVEL OVERLAY OF
OPTION A
NEW SECURITY FENCE
+ SPOT ELEVATION
P1 TARGET LABEL
6" SUBDRAIN PIPE
GRADING LIMITS
6. CONTOUR INTERVAL IS 1'
SEEDED PER SPECIFICATIONS.
5 UNLESS OTHERWISE NOTED ALL DISTURBED AREAS TO BE
PROFILES.
4 SEE SHEETS CG301 THROUGH CG303 FOR STORM LINE
PROFILES.
3 SEE SHEETS CG201 THROUGH CG217 FOR CENTERLINE
FOR THE TARGET, SPOT, AND ALIGNMENT COORDINATES.
2 SEE SHEETS CS601 AND CS602 FOR COORDINATE TABLES
1 DIMENSIONS ARE PROVIDED IN SURVEY FEET.
(FE6-72-AP-124-18), SEE DETAIL A1 SHEET CS514.
24. NEW 18' WIDE SECURITY SLIDING GATE
STRUCTURAL DRAWINGS LAT S-002 FOR DETAILS.
23 CONCRETE PORTABLE LATRINE PAD, SEE
SHEET CS512.
22 NEW SINGLE SWING METAL GATE, SEE DETAIL A5,
(FE6-72-DO-RA-12), SEE DETAIL A1, SHEET CS514.
21 NEW 12' WIDE SECURITY SLIDING GATE
20 NEW GRAVEL PAVEMENT, SEE DETAIL F1, SHEET CS512.
19 NEW CONCRETE PAD, REFER TO ARCHITECTURAL SHEETS.
DETAILS.
18 3' GRAVEL MOW STRIP, SEE ARCHITECTURAL SHEETS FOR
CS511.
17 NEW DOUBLE SWING METAL GATE, SEE DETAIL B5, SHEET
A1, SHEET CS514.
16 NEW 6' WIDE PERSONNEL GATE FE6-72-SO-RA-6, SEE DETAIL
CS513 AND CS514.
15 NEW SECURITY FENCE FE6-TR-72, SEE DETAIL A1, SHEETS
14 NEW LIGHTED FLAGPOLE, SEE DETAIL C1, SHEET CS511.
SHEET CS 512.
13 NEW OPS/STORAGE ROAD, SEE TYPICAL SECTION C1,
REQUIRED.
12 PARKING SPACE DELINEATION, NO PAVEMENT MARKINGS
11 NOT USED
10 NEW SERVICE ROAD, SEE TYPICAL SECTION A1, SHEET CS512.
OTHERWISE), SEE DETAIL A6, SHEET CS511.
9 NEW AGGREGATE SIDEWALK (4' WIDTH UNLESS INDICATED
8 NOT USED.
7 TRENCH, SEE DETAIL A1, SHEET CS509.
EMPLACEMENT, SEE DETAIL A1, SHEET CS510.
6 STATIONARY ARMOR TARGET WITH POWER CENTER
5 MACHINE GUN BUNKER (MGB), SEE DETAIL A1, SHEET CS507.
THRU CS506. LABELED MX ON PLANS.
4 MOVING ARMOR TARGET (MAT), SEE DETAIL A1, SHEETS CS504
CS503. LABELED VX ON PLANS.
3 STATIONARY ARMOR TARGET (SAT), SEE DETAIL A1, SHEET
LABELED IMX ON PLANS.
2 MOVING INFANTRY TARGET (MIT), SEE DETAIL A1, SHEET CS502.
CS501. LABELED PX ON PLANS.
1 STATIONARY INFANTRY TARGET (SIT), SEE DETAIL A1, SHEET
ROC - SMALL
(TYP.)
(T Y
P
12 (TYP.)
(TYP.)
ROCA CL
7+00
8+00
S ta .0
P C
Sta. 6+87.74
PT
Sta. 8+11.82
POE
T = 45.00'
L = 70.69'
R = 45.00'
E = 1445104.89
N = 862796.17
PI Sta. = 6+62.05
11+00
S ta . 1
0+ .0
P C
Sta. 10+66.57
PT
Sta. 11+03.10
POE
E = 5.51'
T = 26.30'
L = 49.57'
R = 60.00'
E = 1445086.97
N = 862778.95
PI Sta. = 10+43.30
ROCA CL
STA. 6+54.22 ROCA
POB Sta. 10+00.00 =
DRIVE CL
OPS / STORAGE
A2
A4
A7 A6
A5
A3
A1
A8
(OPTION B)
ENCLOSURE
BLEACHER
(OPTION C)
MESS
COVERED
OPERATIONS /STORAGE BUILDING(OPTION E)
(OPTION D)
LATRINE
CLASSROOM
(TYP.)
BUS PARKING
(T Y
P
ADDITIONAL FENCING -
OPTION E
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CS511 CS511
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LRL_Screen.dscriptLRL_pdf.pltcfg3:08:41 PM 3/25/2020
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TO BE SEEDED PER SPECIFICATIONS.
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NO. RDH-020-03.
HIGHWAYS STANDARD DRAWING
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AND FLARED HEADWALL FOR 12" TO
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OF HIGHWAYS STANDARD DRAWING NO. RDH-1010-02.
SKEW (BOX RISES LESS THAN 6'-0"). KENTUCKY DEPARTMENT
DETAIL PRECAST BOX CULVERT H-WALLS - 15°, 30°, AND 45°
5. NEW PRECAST 3'X2' BOX CULVERT HEADWALL, SEE
4. NEW OUTLET STRUCTURE. SEE DETAIL A6, SHEET CG501.
3. NEW INFILTRATION BASIN
2. NEW FLAT BOTTOM DITCH, SEE DETAIL A1, SHEET CG501
1. NEW "V" DITCH, SEE DETAIL B1, SHEET CG501
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683.47 682.45
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681.14
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685.64 685.68
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685.68
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682.23
680.41
680.96
680.81 HW 1-1
HW 1-2
HW 2-1
BLDG. FFE 686.20
BREAKDOWN
AMMUNITION
LRL_Screen.dscriptLRL_pdf.pltcfg8:44:09 AM 3/26/2020
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AND FLARED HEADWALL FOR 12" TO
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DRAWING NO. RDX-005-03 WITH FRAME AND LID TYPE 1.
TYPE B KENTUCKY DEPARTMENT OF HIGHWAYS STANDARD
6. NEW JUCTION BOX TYPE B, SEE DETAIL JUNCTION BOX
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SKEW (BOX RISES LESS THAN 6'-0"). KENTUCKY DEPARTMENT
DETAIL PRECAST BOX CULVERT H-WALLS - 15°, 30°, AND 45°
5. NEW PRECAST 3'X2' BOX CULVERT HEADWALL, SEE
4. NEW OUTLET STRUCTURE. SEE DETAIL A6, SHEET CG501.
3. NEW INFILTRATION BASIN
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1. NEW "V" DITCH, SEE DETAIL B1, SHEET CG501
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673.57
672.37
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678.26
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676.35
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675.39
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676.08
676.50
676.73
677.03
677.16
676.61
677.07
679.08 678.98
679.22 679.32
679.68
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LRL_Screen.dscriptLRL_pdf.pltcfg8:46:20 AM 3/26/2020
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C.J. C.J. C.J. C.J.
A A
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ALUMINUM WINDOW,
DOUBLE HUNG (X5)
ALUMINUM WINDOW,
DOUBLE HUNG (X5)
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8)
BUILDING SIGN,
SEE SIGNAGE NOTES
ROC / A-4018" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
7'
0"
EXTERIOR LED LIGHTING, SEE
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EXTERIOR LED LIGHTING, SEE
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HVAC UNIT, SEE MECHANICAL
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FINISH FLOOR
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PREFINISHED METAL RIDGE TRIM
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8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
EXTERIOR LED LIGHTING, SEE
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EXTERIOR LED LIGHTING, SEE
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ALUMINUM WINDOW, FIXED (X5)
4" / 1'-0" 4" / 1'-0"
PREFINISHED METAL RIDGE TRIM
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PREFINISHED METAL RIDGE TRIM
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C:\Users\H2EDDIOC\Documents\456975_v2018_A_ROC_H2EDDIOC.rvt
A-201
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1/4" = 1'-0"4 EAST ELEVATION
1/4" = 1'-0"3 NORTH ELEVATION
1/4" = 1'-0"1 SOUTH ELEVATION
1/4" = 1'-0"5 WEST ELEVATION
1/4" = 1'-0"2 ROOF PLAN
GENERAL NOTES - ELEVATIONS
1 SEE SHEET G-002 FOR STANDARD INFORMATION,
INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND
DETAILS.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP DRAWINGS AND SHALL FIELD VERIFY EXACT
LOCATION & SIZE OF PENETRATIONS.
GENERAL NOTES - ROOF PLAN
3 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP FOR EXACT LOCATION & SIZE OF ROOF
PENETRATIONS.
4 CURBS, FLASHING & MOUNTING SHALL BE PER THE
ROOF MANUFACTURER.
EXTERIOR FINISH SCHEDULE
MARK COMPONENT MANUF. COLOR
X1 SPLIT FACE CMU LEE BUFF
X2 SMOOTH FACES CMU LEE BUFF
X3 STANDING SEAM
METAL ROOF, RIDGE
CAP, AND RIDGE VENT
MBCI FACTORY
FINISH, COLOR:
MEDIUM
BRONZE
X4 MISC TRIM, SNOW
GUARDS
VARIES FACTORY
FINISH, COLOR:
MATCH (X3)
X5 ALUMINUM WINDOWS KAWNEER COLOR: DARK
BRONZE 40
X6 PAINTED DOORS AND
FRAMES
KAWNEER COLOR: DARK
BRONZE 40
X7 FASCIA MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
X8 SOFFIT MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
NOTE: MANUFACTURES REFERANCED ARE INTENDED
TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT
INTENDED TO LIMIT SELECTIONS FROM OTHER
MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE
SUBMITTED, SUBMITALSHALL INCLUDE COLOR
SAMPLES OF MATERIALS LISTED FOR COMPARISON.
ALL ALTERNATIVES FINISH SELECTIONS SHOULD BE
APPROVED BY THE CONTRACTING OFFICER.
M
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A R C
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0 2
AIR BARRIER TESTING IS NOT REQUIRED
W
2Q R
B0
2P la ns
-0
T.O. MASONRY
8' - 8"
A-301
A-301
A-301
2'
6"
A-301
A-301
5/8" GYPSUM BOARD OVER 1 5/8"
METAL STUDS @ 24" O.C.
W/ 1 1/2" RIGID INSULATION TYPICAL
ON INTERIOR OVER FLUID APPLIED
AIR/VAPOR BARRIER OVER
8" SPLIT-FACE CMU
REINFORCED CONCRETE SLAB OVER
10 MIL VAPOR BARRIER (TAPED EDGES
& WRAPPING UP SLAB ENDS) OVER
CAPILLARY WATER BARRIER
8" SPLIT-FACED CMU
TYP.(X1)
8" SMOOTH FACE CMU TYP.
(X2)
8" SMOOTH FACE CMU TYP.
(X2)
8" SPLIT-FACED CMU
TYP.(X1)
8" SMOOTH FACE CMU TYP.
(X2)
STANDING SEAM METAL ROOF 1/2"
EXTERIOR GLASS MAT GYPSUM
SHEATHING COVERBOARD, OVER 5"
RIGID INSULATION (R-30 MIN), OVER
SELF-ADHEARING RUBBERIZED
ASPHALT SHEET MEMBRANE, OVER
1/2" EXTERIOR GLASS MAT GYPSUM
UNDERLAYMENT, OVER METAL
DECK
ACOUSTIC CEILING TILE,
2X2 (C1)
STRUCTURAL MEMBERS, SEE
STRUCTURAL DRAWINGS
6" 4"
A-301
7 FOUNDATION STEM WALL,
SEE STRUCTURAL
DRAWINGS.
CORRUGATED METAL DECK,
SEE STRUCTURAL
5" RIGID INSULATION (R-30
MIN.)
PREFINISHED METAL
RIDGE TRIM PER
SSMR MFR. (X3)
PERFORATED CLOSURE STRIP
PER SSMR MFR. SET IN SEALANT
STANDING SEAM METAL
ROOFING (X3)
1/2" EXTERIOR GLASS MAT
GYPSUM UNDERLAYMENT
SPRAY FOAM
INSULATION
SELF-ADHERING
RUBBERIZED ASPHALT
SHEET MEMBRANE
ADHERED DIRECTLY TO
UNDERLAYMENT
GLASS MAT GYPSUM SHEATHING
COVERBOARD, 1/2"
5" RIGID INSULATION (R-30
MIN.)
1-1/2" RIGID INSULATION
(R-9 MIN.)
STANDING SEAM METAL
ROOF PANELS (X3)
A-301
CORRUGATED METAL DECK,
SEE STRUCTURAL
SPRAY POLYURETHANE
INSULATION FOR AIR
BARRIER
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
1'
2" M
AX
2' - 1 1/2"
SOFFIT CLIP ANGLE
SELF-ADHERING RUBBERIZED
ASPHALT SHEET MEMBRANE
ADHERED DIRECTLY TO
UNDERLAYMENT
1/2" EXTERIOR GLASS MAT
GYPSUM UNDERLAYMENT
16 GA. BRAKE METAL
5/8" GYPSUM BOARD, TYPE-X
METAL CLIP ANGLE ENTIRE
ROOM PERIMETER
ACOUSTIC CEILING TILE, 2X2 (C1)
CONT. P.T. 2"X6" WOOD
BLOCKING W/ CONT. P.T.
1/2" PLYWOOD SHIM
PREFINISH METAL FASCIA
(X7), COVER ON 3/4" P.T.
PLYWOOD FASCIA BOARD
CONT. BENT METAL
PLATE
GLASS MAT GYPSUM
SHEATHING COVERBOARD,
1/2"
1-1/2" RIGID INSULATION
(R-9 MIN.)
5/8" GYPSUM BOARD,
TYPE-X
1-5/8" METAL RUNNER
CHANNEL
2" RIGID INSULATION
EXTEND FROM SLAB TO
FOOTING
REINFORCED CONCRETE
SLAB OVER 10 MIL VAPOR
BARRIER (TAPED EDGES
& WRAPPING UP SLAB ENDS)
OVER CAPILLARY WATER
BARRIER
BACKER ROD SEALANT
4" RUBBER BASE MOULDING,
ENTIRE ROOM PERIMETER
FOUNDATION STEM WALL,
SEE STRUCTURAL
DRAWINGS.
1-1/2" RIGID INSULATION
(R-9 MIN.)
5" RIGID INSULATION (R-30
MIN.)
6"x1/2"Ø ANCHOR J-BOLT AT
2'-0" O.C. EMBEDDED INTO
BOND BEAM
16 GA. BRAKE METAL
CONTINUOS ACT TRIM
ANGLE
GROUTED SOLID, COORDINATE
W/ STRUCTURAL
CORRUGATED METAL DECK,
SEE STRUCTURAL
5/8" GYPSUM BOARD, TYPE-X
ACOUSTIC CEILING TILE, 2X2 (C1)
SPRAY POLYURETHANE
INSULATION FOR AIR
BARRIER
FLUID APPLIED AIR/VAPOR
BARRIER
3 SPIKES PER
SECTION
4" GRAVEL BED,
SEE CIVIL
DRAWINGS
1/4"W x 6"D
CONTINUOUS
STEEL EDGING
3' - 0"
4"
GEOTEXTILE FABRIC
TURNED UP ONTO
EDGING
1'
0"
1"
PAINTED PRESSURE
TREATED 2"x4", PAINT TO MATCH (W1)
PAINTED 1/8"
STEEL BARSTOCK
@ 30" O.C.
PAINT TO MATCH (W1)
CONCRETE TAP
OR EQUAL
(2x) 5/8" BC GRADE
PLYWOOD WITH
22GA. STAINLESS
SHEETING
2' - 1"
2'
6"
US Army Corps of Engineers ®
SHEET ID
U S
AR
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O R
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IN
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N
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B
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SU
BM
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SI
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C H
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D B
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AN
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'D
IS
SU
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C O
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TR
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D R
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IN
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E:
G
2 3 4 5 6 7 8 9 10
F
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AP
PR
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FO
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AM
PB
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AU
TO
M
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IN
FA
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PL
AT
O
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B
AT
TL
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C O
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SE
FO
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AM
PB
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FY
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B-
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F-
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3/31/2020 11:43:05 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_ROC_H2EDDIOC.rvt
A-301
ROC
BU
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AL
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C
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N
D
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AI
LS
R
AN
G E
O
PE
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N
S C
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TR
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L
BL
D G
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VI
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A
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O O
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H
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1/4" = 1'-0"A-101
5 BUILDING SECTION
3/4" = 1'-0"A-301
6 WALL SECTION
1 1/2" = 1'-0"2 ROOF RIDGE DETAIL
1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL
1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL
3" = 1'-0"3 BOND BEAM CONNECTION DETAIL
1 1/2" = 1'-0"7 MOW STRIP DETAIL
1 1/2" = 1'-0"8 DESK/COUNTER TOP @ WALL
M
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-0
GF
I
W P
GF
I
W P
A-201
A-201
A-201
A-201
33' - 0"
A-301
GALV. STEEL 10
ROW BLEACHERS,
TYP.
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
4" GRAVEL BED, SEE
CIVIL DRAWINGS
ROOF LINE ABOVEA C
B
6' - 0" 6' - 0"
01 01
BLEACHER
ENCLOSURE
4" GRAVEL BED, SEE
CIVIL DRAWINGS
ELECTRICAL EQUIPMENT
SEE ELECTRICAL DRAWINGS
ROOF LINE ABOVE
15' - 0" 26
3'
0"
3'
5" 9' - 0"
ALUMINUM PIPE
GUARDRAIL
2"
1' -0
STANDING SEAM
METAL ROOFING
(X3)
CONTINUOUS
METAL BAR-TYPE
SNOW GUARD
SYSTEM (X4)
METAL RAKE TRIM,
(X3)
XX
X
ROOM NUMBER
DOOR SYMBOL AND TAG
ARCHITECTURAL LEGEND - SYMBOLS
Room Rm_Occupancy
LOUVER SYMBOL01
CEILING LEGEND - SYMBOLS
LIGHT FIXTURE
EMERGENCY LIGHT
FIXTURE
STANDING SEAM METAL ROOF
LINEAR METAL SOFFIT PANEL
A C
B
2"
1' -0
ELECTRICAL EQUIPMENT
SEE ELECTRICAL DRAWINGS
PRE-FINISHED LINEAR
METAL SOFFIT TIGHT TO
STRUCTURE, (X5)
STRUCTURAL MEMBERS AND
FRAMING, SEE STRUCTURAL
DRAWINGS
LIGHTING (TYP),SEE
ELECTRICAL DRAWINGS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
O
F
EN
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IN
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R
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D R
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N
B Y:
D
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IG
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B
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SU
BM
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D B
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SI
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C H
EC
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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
T
N O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
RTA
FO
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AM
PB
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L, K
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TU
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KY
AU
TO
M
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IN
FA
N
TR
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PL
AT
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B
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TL
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C O
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FO
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PB
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PLAN NORTH
D
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3/31/2020 11:07:18 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_BE_H2EDDIOC.rvt
A-101
BE
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1/4" = 1'-0"1 FLOOR PLAN
1/4" = 1'-0"2 ROOF PLAN
GENERAL NOTES - FLOOR PLANS
1 REFERENCE ELEVATION 0'-0" = 680.60' ABOVE MEAN SEA
LEVEL, COORDINATE WITH CIVIL DRAWINGS.
2 SEE SHEET G-002 FOR STANDARD INFORMATION,
INCLUDING ABBREVIATIONS, LEGENDS, SYMBOLS AND
DETAILS.
3 DIMENSIONS ARE FACE OF CONCRETE, METAL PANEL OR
CENTER LINE OF COLUMN GRIDS. REFER TO ENLARGED
OR PARTIAL PLANS FOR ADDITIONAL INFORMATION,
INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 FOR BUILDING LOCATION, COORDINATE W/ CIVIL SHEET
CS101.
6 BLEACHER ENCLOSURE BUILDING STRUCTURE:
- STEEL STRUCTURE CONSTRUCTION COVERED WITH
METAL WALL PANEL
- PREMANUFACTURED ROOF TRUSS (2:12 SLOPE)
- STANDING SEAM METAL ROOF
GENERAL NOTES - CEILING
1 SOFFIT MOUNTED TO STRUCTURE UNLESS OTHERWISE
NOTED.
2 FOR SOFFIT FINISHES, SEE EXTERIOR COLOR SCHEDULE.
GENERAL NOTES - ROOF PLAN
1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF
MANUFACTURER.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP FOR EXACT LOCATION & SIZE OF ROOF
PENETRATIONS.
3 REFER TO SHEET A-301 FOR TYPICAL EXTERIOR WALLS
AND ROOF SYSTEMS
4 SEE SHEET G-002 FOR STANDARD INFORMATION,
INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS AND
DETAILS.
1/4" = 1'-0"3 CEILING PLAN
M
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AM
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W
2Q R
B0
2P la ns
-0
4" GRAVEL BED, SEE
CIVIL DRAWINGS
ALUMINUM PIPE
GUARDRAIL
PRE-FINISHED METAL
RAKE TRIM
A-301
A-301
PRE-FINISHED LINEAR
METAL SOFFIT TIGHT TO
STRUCTURE (X5)
STRUCTURAL
MEMBERS,
SEE STRUCTURAL
DRAWINGS
A-301
LIGHTING (TYP), SEE
ELECTRICAL DRAWINGS
GALV. STEEL 10 ROW
BLEACHERS, TYP.
SEE SPEC 05 50 10
A-301
A-301
STEEL COLUMN,
SEE STRUCTURAL
DRAWINGS
PRE-FINISHED
METAL FACIA
TRIM, (X4)
SSMR, OVER 1/2"
EXTERIOR GLASS
GYPSUM
COVERBOARD, OVER
2" RIGID INSULATION,
OVER CORRUGATED
METAL DECK.
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
PRE-FINISHED
LINEAR METAL
SOFFIT, TIGHT TO
STRUCTURE (X5)
PRE-FINISHED
LINEAR METAL
SOFFIT, TIGHT TO
STRUCTURE (X5)
A-301
A-301
PRE-FINISHED
LINEAR METAL
SOFFIT, TIGHT TO
STRUCTURE (X5)
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
PRE-FINISHED
LINEAR METAL
SOFFIT, TIGHT TO
STRUCTURE (X5)
4" GRAVEL BED, SEE
CIVIL DRAWINGS
STRUCTURAL COLUMNS,
SEE STRUCTURAL DAWINGS
CONCRETE FOUNDATION
AND FOOTING, SEE
STRUCTURAL DRAWINGS
PRE-ENGINEERED
STEEL FRAMING,
SEE STRUCTURAL
DRAWINGS, TYP
PRE-FINISHED
METAL SOFFIT ON
2X FRAMING, (X4)
PRE-FINISHED
METAL FACIA
TRIM, (X4)
PRE-FINISHED
METAL TRIM, (X4)
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
HEAD/JAMB COVER
2" RIGID INSULATION
(R-12 MIN.)
CORRUGATED
METAL DECK, SEE
STRUCTURAL
CONCRETE FOUNDATION AND
FOOTING, SEE
STRUCTURAL DRAWINGS
STRUCTURAL MEMBERS,
SEE STRUCTURAL
DAWINGS
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
3 SPIKES PER
SECTION
4" GRAVEL BED,
SEE CIVIL
DRAWINGS
1/4"W x 6"D
CONTINUOS
STEEL EDGING
3' - 0"
4"
GEOTEXTILE FABRIC
TURNED UP ONTO EDGING
STANDING SEAM
METAL ROOFING
(X3)
CONTINUOUS
METAL BAR-TYPE
SNOW GUARD
SYSTEM (X4)
STRUCTURAL
COLUMN,
SEE STRUCTURAL
DAWINGS
PRE-FINISHED
METAL WALL PANEL,
STEEL, (X1)
2" RIGID INSULATION
(R-12 MIN.)
CORRUGATED
METAL DECK, SEE
STRUCTURAL
EAVE TRIM (X7)
PRE-FINISHED LINEAR
METAL SOFFIT TIGHT
TO STRUCTURE (X5)
3 SPIKES PER
SECTION
4" GRAVEL BED,
SEE CIVIL
DRAWINGS
1/4"W x 6"D
CONTINUOS
STEEL EDGING
3' - 0"
4"
1'
0"
GEOTEXTILE FABRIC
TURNED UP ONTO
EDGING
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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R
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D R
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B Y:
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B
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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
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'D
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SU
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C O
N
TR
AC
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N O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
RTA
FO
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AM
PB
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L, K
EN
TU
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KY
AU
TO
M
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IN
FA
N
TR
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PL
AT
O
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B
AT
TL
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C O
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SE
FO
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AM
PB
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3/31/2020 11:08:33 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_BE_H2EDDIOC.rvt
A-301
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1/4" = 1'-0"A-101
1 BUILDING SECTION
1/2" = 1'-0"A-301
2 FRONT WALL SECTION
1/2" = 1'-0"A-301
3 BACK WALL SECTION
1" = 1'-0"A-301
4 B.O. COLUMN/SLAB DETAIL - FRONT
1" = 1'-0"A-301
5 EAVE DETAIL
1" = 1'-0"A-301
6 B.O. COLUMN/SLAB DETAIL - BACK
1" = 1'-0"A-301
7 FASCIA/GUTTER DETAIL
1 1/2" = 1'-0"A-301
9 MOW STRIP DETAIL
SSMR, OVER 1/2" EXTERIOR
GLASS GYPSUM
COVERBOARD, OVER 2"
RIGID INSULATION, OVER
CORRUGATED METAL DECK.
STEEL COLUMN,
SEE STRUCTURAL
DRAWINGS
M
AR
K D
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C
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AT
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AM
E N D
M
EN
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0 2
AM
E N D
M
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A R C
H
0 2
W
2Q R
B0
2P la ns
-0
T.O. MASONRY
8' - 8"
A-301
STANDING SEAM METAL
ROOF PANELS (X3)
PREFINISHED METAL RIDGE
TRIM (X3)
4" 12"
C.J. C.J.
PREFINISHED METAL
FASCIA (X7)
PREFINISHED METAL RIDGE VENT
(X3)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
AA A A A A
C.J.
ALUMINUM WINDOW, FIXED (X5)
8" SMOOTH FACE CMU TYP. (X2)
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
7'
4"
ROOF CAP, SEE
MECHANICAL DRAWINGS
LOUVER, SEE MECHANICAL (X4)
B
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
4" 12"
PREFINISHED METAL RIDGE
TRIM (X3)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
C.J.
PREFINISHED METAL RIDGE VENT
(X3)
STANDING SEAM METAL ROOF
PANELS (X3)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
7'
4"
PREFINISHED METAL FASCIA (X7)
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8)
ROOF CAP, SEE
MECHANICAL DRAWINGS
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
C
6'
8"
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
PREFINISHED METAL RIDGE
TRIM (X3)
4" 12"
PREFINISHED METAL RIDGE VENT
(X3)
PREFINISHED METAL FASCIA (X7)
8" SPLIT-FACED CMU TYP.(X1)
PR
IV
AC
Y
PA
R
TI
TI
O N
6'
8"
STANDING SEAM METAL ROOF
PANELS (X3)
CONTINUOUS METAL BAR-TYPE
SNOW GUARD SYSTEM (X4)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
C.J.
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8)
8" SMOOTH FACE CMU TYP. (X2)
ROOF CAP, SEE
MECHANICAL DRAWINGS
8" SMOOTH FACE CMU TYP. (X2)
FACTORY PRIMED INSULATED
METAL DOOR (X6)
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
A-301
4" 12"
PREFINISHED METAL RIDGE
TRIM (X3)
PREFINISHED METAL
FASCIA (X7)
PREFINISHED METAL RIDGE VENT
(X3)
C.J.
C.J.
C.J.
(BEYOND) LOUVER, SEE MECHANICAL (X4)
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
PR
IV
AC
Y
W
AL
L 6'
8"
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
ROOF CAP, SEE
MECHANICAL DRAWINGS
BUILDING SIGN,
SEE SIGNAGE NOTES
LAT / A-401
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
F
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
FACTORY PRIMED INSULATED
METAL DOOR (X6)
FACTORY PRIMED INSULATED
METAL DOOR (X6)
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
4" / 1'-0"
PREFINISHED METAL RIDGE
TRIM (X3)
PREFINISHED METAL RIDGE
TRIM (X3)
STANDING SEAM METAL
ROOF PANELS (X3)
4"
1' -0
4"
1'
-0
4" / 1'-0"
PREFINISHED METAL RIDGE VENT
(X3)
CONTINUOUS METAL BAR-TYPE
SNOW GUARD SYSTEM (X4)
ROOF CAP, SEE
MECHANICAL DRAWINGS
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
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EN
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IN
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D R
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D
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SI
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D B
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AN
SI
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IS
SU
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AT
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C O
N
TR
AC
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D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
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D
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B
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AP
PR
RTA
FO
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AM
PB
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L, K
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AU
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PL
AT
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SE
FO
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AM
PB
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-2 0-
B-
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F-
8-
-0
3/31/2020 11:39:32 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_LAT_H2EDDIOC.rvt
A-201
LAT
BU
IL
D
IN
G E
LE
VA
TI
O
N S
LA
TR
IN
E
BL
D
G . O
PT
IO
N D
LO
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IS
VI
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E
D
IS
TR
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T
LO
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IS
VI
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E, K
EN
TU
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KY
I.
C
AB
R
ER
A
I.
C
AB
R
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A
J.
H
EN
R
Y
1/4" = 1'-0"A-101
1 EAST ELEVATION
1/4" = 1'-0"A-101
2 NORTH ELEVATION
1/4" = 1'-0"A-101
3 SOUTH ELEVATION
1/4" = 1'-0"A-101
4 WEST ELEVATION
1/4" = 1'-0"A-201
5 ROOF PLAN
GENERAL NOTES - ELEVATIONS
1 SEE SHEET G-002 FOR STANDARD INFORMATION,
INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS
AND DETAILS.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP DRAWINGS AND SHALL FIELD VERIFY EXACT
LOCATION & SIZE OF PENETRATIONS.
3 FOR BUILDING LOCATION, COORDINATE W/ CIVIL
DRAWINGS.
4 REFER TO SHEET LAT/A-501 & LAT/A-601 FOR DOOR
AND WINDOW SCHEDULES, ELEVATIONS AND DETAILS.
5 CURBS AND FLASHINGS SHALL BE PER THE ROOF
MANUFACTURER.
6 METAL BAR-TYPE SNOW GUARDS SHALL BE PROVIDED
AT ALL ROOF EAVES AND INSTALLED IN ACCORDANCE
WITH THE SNOW GUARD MANUFACTURER'S DESIGN,
SEE SPECIFICATION 07 61 14.
7 PROVIDE SMOOTH FACE BLOCK AT LIGHT FIXTURES
TO MOUNT FIXTURE TO SURFACE.
GENERAL NOTES - ROOF PLAN
1 CURBS, FLASHING & MOUNTING SHALL BE PER THE ROOF
MANUFACTURER.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP FOR EXACT LOCATION & SIZE OF ROOF
PENETRATIONS.
EXTERIOR FINISH SCHEDULE
MARK COMPONENT MANUF. COLOR
X1 SPLIT FACE CMU LEE BUFF
X2 SMOOTH FACES CMU LEE BUFF
X3 STANDING SEAM
METAL ROOF, RIDGE
CAP, AND RIDGE VENT
MBCI FACTORY
FINISH, COLOR:
MEDIUM BRONZE
X4 MISC TRIM, SNOW
GUARDS, LOUVER
VARIES FACTORY
FINISH, COLOR:
MATCH (X3)
X5 ALUMINUM WINDOWS KAWNEER COLOR: DARK
BRONZE 40
X6 FACTORY FINISH
PAINTED DOORS AND
FRAMES
KAWNEER COLOR: DARK
BRONZE 40
X7 FASCIA MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
X8 SOFFIT MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
NOTE: MANUFACTURES REFERANCED ARE INTENDED
TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT
INTENDED TO LIMIT SELECTIONS FROM OTHER
MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE
SUBMITTED, SUBMITALSHALL INCLUDE COLOR SAMPLES
OF MATERIALS LISTED FOR COMPARISON. ALL
ALTERNATIVES FINISH SELECTIONS SHOULD BE
APPROVED BY THE CONTRACTING OFFICER.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
M
EN
T
M
A R C
H
0 2
AIR BARRIER TESTING IS NOT REQUIRED
W
2Q R
B0
2P la ns
-0
T.O. MASONRY
8' - 8"
A-301 6 A-301
VAULTED CONCRETE
TANK, SEE STRUCTURAL
DRAWINGS.
A-301
A-301
PAINTED 8" CMU WALL
CORRUGATED METAL DECK, SEE
STRUCTURAL
5" RIGID INSULATION (R-30 MIN.)
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8)
GLASS MAT GYPSUM SHEATHING
COVERBOARD, 1/2"
STANDING SEAM METAL ROOF
PANELS (X3)
CONTINUOUS METAL BAR-TYPE
SNOW GUARD SYSTEM (X4)
WR GYPSUM BACKING BOARD,
TYPE-X, 5/8"
CONST. GALV. GYPSUM BD.
L-BEAD
SOFFIT CLIP ANGLE
SELF-ADHERING RUBBERIZED ASPHALT
SHEET MEMBRANE ADHERED DIRECTLY
TO UNDERLAYMENT
1/2" EXTERIOR GLASS MAT
GYPSUM UNDERLAYMENT
SPRAY POLYURETHANE
INSULATION FOR AIR
BARRIER
16 GA. BREAK METAL
FASTEN GYPSUM BD.
CONT. ANGLE1'
AX
CONT. P.T. 2"X6" WOOD
BLOCKING W/ CONT. P.T. 1/2"
PLYWOOD SHIM
PREFINISH METAL FASCIA
(X7), COVER ON 3/4" P.T.
PLYWOOD FASCIA BOARD
CONT. BENT METAL PLATE
SPRAY FOAM INSULATION
1/2" EXTERIOR GLASS MAT
GYPSUM SHEATHING UNDERLAYMENT
CORRUGATED METAL DECK, SEE
STRUCTURAL
5" RIGID INSULATION (R-30 MIN.)
STANDING SEAM METAL ROOF
PANELS (X3)
SELF-ADHERING RUBBERIZED
ASPHALT SHEET MEMBRANE
ADHERED DIRECTLY TO
UNDERLAYMENT
PREFINISHED METAL RIDGE
TRIM PER SSMR MFR. (X3)
PERFORATED CLOSURE STRIP
PER SSMR MFR. SET IN SEALANT
GLASS MAT GYPSUM SHEATHING
COVERBOARD, 1/2"
GROUTED SOLID,
COORDINATE W/ STRUCTURAL
PAINTED 8" CMU WALL
WR GYPSUM BACKING BOARD,
TYPE-X, 5/8"
CORRUGATED METAL DECK, SEE
STRUCTURAL
5" RIGID INSULATION (R-30 MIN.)
SPRAY POLYURETHANE
INSULATION FOR AIR BARRIER
6"x1/2"Ø ANCHOR J-BOLT
AT 2'-0" O.C. EMBEDDED
INTO BOND BEAM
16 GA. BREAK METAL
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
A-301
A-301
PAINTED 8" CMU WALL
REINFORCED CONCRETE
SLAB OVER 10 MIL VAPOR
BARRIER (TAPED EDGES
& WRAPPING UP SLAB ENDS)
OVERCAPILLARY WATER
BARRIER
PREFINISHED METAL FASCIA (X7)
PRE-FINISHED LINEAR METAL
SOFFIT PANEL (X8) WR GYPSUM BACKING BOARD,
TYPE-X, 5/8"
STANDING SEAM METAL ROOF 1/2"
EXTERIOR GLASS MAT GYPSUM
SHEATHING COVERBOARD, OVER 5"
RIGID INSULATION (R-30 MIN), OVER
SELF-ADHEARING RUBBERIZED
ASPHALT SHEET MEMBRANE, OVER
1/2" EXTERIOR GLASS MAT GYPSUM
UNDERLAYMENT, OVER METAL
DECK
8" SMOOTH FACE CMU TYP. (X2)
8" SMOOTH FACE CMU TYP. (X2)
FOUNDATION STEM
WALL, SEE STRUCTURAL
DRAWINGS
8" SPLIT-FACED CMU TYP.(X1)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
6" CONCRETE SLAB, SEE
STRUCTURAL DRAWINGS
FOUNDATION STEM
WALL, SEE STRUCTURAL
DRAWINGS
2" RIGID INSULATION
EXTEND FROM SLAB TO
FOOTING
REINFORCED CONCRETE
SLAB OVER 10 MIL VAPOR
BARRIER (TAPED EDGES
& WRAPPING UP SLAB
ENDS) OVER CAPILLARY
WATER BARRIER
PAINTED 8" CMU WALL
BACKER ROD AND SEALANT
3 SPIKES PER
SECTION
4" GRAVEL BED,
SEE CIVIL
DRAWINGS
1/4"W x 6"D
CONTINUOUS
STEEL EDGING
3' - 0"
4"
GEOTEXTILE FABRIC
TURNED UP ONTO
EDGING
1'
0"
1"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
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R
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D R
AW
N
B Y:
D
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B
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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
E:
C O
N
TR
AC
T
N O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
RTA
FO
R
T C
AM
PB
EL
L, K
EN
TU
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KY
AU
TO
M
AT
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IN
FA
N
TR
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PL
AT
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B
AT
TL
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C O
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SE
FO
R T
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AM
PB
EL
L
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P
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W
2Q R
-2 0-
B-
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AR
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F-
8-
-0
3/31/2020 11:37:46 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_LAT_H2EDDIOC.rvt
A-301
LAT
BU
IL
D
IN
G C
R O
SS
S
EC
TI
O N
W
AL
L
SE
C
TI
O
N
D
ET
AI
LS
LA
TR
IN
E
BL
D
G . O
PT
IO
N D
LO
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IS
VI
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E
D
IS
TR
IC
T
LO
U
IS
VI
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E, K
EN
TU
C
KY
I.
C
AB
R
ER
A
I.
C
AB
R
ER
A
J.
H
EN
R
Y
1/4" = 1'-0"A-101
5 BUILDING SECTION
1 1/2" = 1'-0"A-301
1 EAVE/OVERHANG DETAIL
1 1/2" = 1'-0"A-301
2 ROOF RIDGE DETAIL
3" = 1'-0"A-301
3 BOND BEAM CONNECTION DETAIL
3/4" = 1'-0"A-301
6 WALL SECTION
1 1/2" = 1'-0"A-301
7 B.O. WALL/SLAB DETAIL
1 1/2" = 1'-0"A-301
8 MOW STRIP DETAIL
M
AR
K D
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AM
E N D
M
EN
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M
A R C
H
0 2
AM
E N D
M
EN
T
M
A R C
H
0 2
2 2
W
2Q R
B0
2P la ns
-0
T.O. MASONRY
8' - 8"
A-301
STANDING SEAM METAL
ROOF PANELS (X3)
PREFINISHED METAL RIDGE
TRIM (X3)
4" 12"
C.J. C.J.
PREFINISHED METAL
FASCIA (X7)
FACTORY PRIMED
INSULATED METAL DOOR
(X6)
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
8" SMOOTH FACE CMU TYP. (X2)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2) PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
8" SPLIT-FACED CMU TYP.(X1)
C.J.
ALUMINUM WINDOW, DOUBLE HUNG
(X5)
BUILDING SIGN,
SEE SIGNAGE NOTES
ABB / A-401
7'
0"
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
A
6" BOLLARD
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
4" 12"
PREFINISHED METAL RIDGE
TRIM (X3)
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
20' - 0"
PREFINISHED METAL FASCIA (X7)
STANDING SEAM METAL
ROOF PANELS (X3)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
PREFINISHED METAL FASCIA (X7)
8" SMOOTH FACE CMU TYP. (X2)
C.J. C.J.
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
PREFINISHED METAL RIDGE
TRIM (X3)
4" 12"
20' - 0"
PREFINISHED METAL
FASCIA (X7)
STANDING SEAM METAL
ROOF PANELS (X3)
4" CONCRETE SLAB, SEE
CIVIL DRAWINGS
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
CONTINUOUS METAL BAR-TYPE
SNOW GUARD SYSTEM (X4)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
FACTORY PRIMED OVERHEAD
COILING DOOR, ALUMINUM (X11)
CONTINUOUS METAL BAR-TYPE
SNOW GUARD SYSTEM (X4)
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
C.J. C.J.
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
A-301
4" 12"
PREFINISHED METAL RIDGE
TRIM (X3)
STANDING SEAM METAL
ROOF PANELS (X3)
PREFINISHED METAL
FASCIA (X7)
C.J.C.J.C.J.
ALUMINUM WINDOW,
DOUBLE HUNG (X5)
A
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
8" SMOOTH FACE CMU TYP. (X2)
8" SPLIT-FACED CMU TYP.(X1)
8" SMOOTH FACE CMU TYP. (X2)
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
4" CONCRETE SLAB, SEE
CIVIL DRAWINGS
EXTERIOR LED LIGHTING, SEE
ELECTRICAL
6" BOLLARD
PTAC, SEE
MECHANICAL
DRAWINGS
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
AIR EXHAUST,
SEE
MECHANICAL
DRAWINGS
4" / 1'-0" 4" / 1'-0"
PREFINISHED METAL RIDGE
TRIM (X3)
PREFINISHED METAL RIDGE
TRIM (X3)
STANDING SEAM METAL
ROOF PANELS (X3)
4"
1' -0
4"
1' -0
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
RTA
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
AU
TO
M
AT
ED
IN
FA
N
TR
Y
PL
AT
O
O N
B
AT
TL
E
C O
U R
SE
FO
R T
C
AM
PB
EL
L
FY
P
D
EC
W
2Q R
-2 0-
B-
SO
LI
C
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AT
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N
N O
R . H
AR
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IS
F-
8-
-0
3/31/2020 11:30:03 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_OPS_H2EDDIOC.rvt
A-201
OPS
BU
IL
D
IN
G E
LE
VA
TI
O
N S
O
PE
R
AT
IO
N
S
ST
O R
AG
E
BL
D
G O
PT
IO
N E
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
I.
C
AB
R
ER
A
R .H
O O
E/ I.
C
AB
R
ER
A
J.
H
EN
R
Y
1/4" = 1'-0"4 EAST ELEVATION
1/4" = 1'-0"3 NORTH ELEVATION
1/4" = 1'-0"1 SOUTH ELEVATION
1/4" = 1'-0"5 WEST ELEVATION
1/4" = 1'-0"2 ROOF PLAN
GENERAL NOTES - ELEVATIONS
1 SEE SHEET G-002 FOR STANDARD INFORMATION,
INCLUDING ABBREAVIATIONS, LEGENDS, SYMBOLS
AND DETAILS.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP DRAWINGS AND SHALL FIELD VERIFY EXACT
LOCATION & SIZE OF PENETRATIONS.
3 FOR BUILDING LOCATION, COORDINATE W/ CIVIL
DRAWINGS.
4 REFER TO SHEET OPS/A-501 & OPS/A-601 FOR DOOR
AND WINDOW SCHEDULES, ELEVATIONS AND DETAILS.
5 CURBS AND FLASHINGS SHALL BE PER THE ROOF
MANUFACTURER.
6 METAL BAR-TYPE SNOW GUARDS SHALL BE PROVIDED
AT ALL ROOF EAVES AND INSTALLED IN ACCORDANCE
WITH THE SNOW GUARD MANUFACTURER'S DESIGN,
SEE SPECIFICATION 07 61 14.
7 PROVIDE SMOOTH FACE BLOCK AT LIGHT FIXTURES
TO MOUNT FIXTURE TO SURFACE.
GENERAL NOTES - ROOF PLAN
1 CURBS, FLASHING & MOUNTING SHALL BE PER THE
ROOF MANUFACTURER.
2 CONTRACTOR TO COORDINATE PENETRATIONS WITH
MEP FOR EXACT LOCATION & SIZE OF ROOF
PENETRATIONS.
EXTERIOR FINISH SCHEDULE
MARK COMPONENT MANUF. COLOR
X1 SPLIT FACE CMU LEE BUFF
X2 SMOOTH FACES
CMU
LEE BUFF
X3 STANDING SEAM
METAL ROOF,
RIDGE CAP, AND
RIDGE VENT
MBCI FACTORY
FINISH, COLOR:
MEDIUM
BRONZE
X4 MISC TRIM, SNOW
GUARDS, LOUVER
VARIES FACTORY
FINISH, COLOR:
MATCH (X3)
X5 ALUMINUM
WINDOWS
KAWNEER COLOR: DARK
BRONZE 40
X6 PAINTED DOORS
AND FRAMES
KAWNEER COLOR: DARK
BRONZE 40
X7 FASCIA MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
X8 SOFFIT MBCI FACTORY
FINISH, COLOR:
MATCH (X3)
X9 OVERHEAD
COILING DOORS
WAYNE FACTORY
FINISH, COLOR:
DARK BRONZE
NOTE: MANUFACTURES REFERANCED ARE INTENDED
TO ESTABLISH DESIGN INTENT ONLY, AND ARE NOT
INTENDED TO LIMIT SELECTIONS FROM OTHER
MANUFACTURES. WHEN ALTERNATE SELECTIONS ARE
SUBMITTED, SUBMITALSHALL INCLUDE COLOR
SAMPLES OF MATERIALS LISTED FOR COMPARISON.
ALL ALTERNATIVES FINISH SELECTIONS SHOULD BE
APPROVED BY THE CONTRACTING OFFICER.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
M
EN
T
M
A R C
H
0 2
AIR BARRIER TESTING IS NOT REQUIRED
W
2Q R
B0
2P la ns
-0
T.O. MASONRY
8' - 8"
A-301
A-301
FINISH FLOOR
0"
T.O. MASONRY
8' - 8"
A-301
A-301
5/8" GYPSUM BOARD OVER 1 5/8" METAL
STUDS @ 24" O.C. W/ 1 1/2"RIGID
INSULATION, OVER 8" SPLIT-FACE CMU
REINFORCED CONCRETE SLAB OVER
10 MIL VAPOR BARRIER (TAPED EDGES
& WRAPPING UP SLAB ENDS) OVER
CAPILLARY WATER BARRIER
8" SPLIT-FACED CMU
TYP.(X1)
8" SMOOTH FACE CMU TYP.
(X2)
8" SMOOTH FACE CMU TYP.
(X2)
8" SPLIT-FACED CMU
TYP.(X1)
8" SMOOTH FACE CMU TYP.
(X2)
STANDING SEAM METAL ROOF 1/2"
EXTERIOR GLASS MAT GYPSUM
SHEATHING COVERBOARD, OVER 5"
RIGID INSULATION (R-30 MIN), OVER
SELF-ADHEARING RUBBERIZED
ASPHALT SHEET MEMBRANE, OVER
1/2" EXTERIOR GLASS MAT GYPSUM
UNDERLAYMENT, OVER METAL
DECK
ACOUSTIC CEILING TILE,
2X2 (ACT-2)
STRUCTURAL MEMBERS, SEE
STRUCTURAL DRAWINGS
A-301
FOUNDATION STEM WALL,
SEE STRUCTURAL
DRAWINGS.
CORRUGATED METAL DECK,
SEE STRUCTURAL
5" RIGID INSULATION (R-30
MIN.)
PREFINISHED METAL
RIDGE TRIM PER
SSMR MFR. (X-)
PERFORATED CLOSURE STRIP
PER SSMR MFR. SET IN SEALANT
SPRAY FOAM INSULATION
1/2" EXTERIOR GLASS MAT GYPSUM
UNDERLAYMENT
SELF-ADHERING RUBBERIZED
ASPHALT SHEET MEMBRANE
ADHERED DIRECTLY TO
UNDERLAYMENT
STANDING SEAM METAL
ROOF PANELS (X3)
GLASS MAT GYPSUM
SHEATHING COVERBOARD,
1/2"
5" RIGID INSULATION (R-30
MIN.)
1-1/2" RIGID INSULATION
(R-9 MIN.)
STANDING SEAM METAL
ROOF PANELS (X3)
A-301
CORRUGATED METAL DECK,
SEE STRUCTURAL
SPRAY POLYURETHANE
INSULATION FOR AIR
BARRIER
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
SELF-ADHERING RUBBERIZED
ASPHALT SHEET MEMBRANE
ADHERED DIRECTLY TO
UNDERLAYMENT
1/2" EXTERIOR GLASS MATT
GYPSUM COVERBOARD
SOFFIT CLIP ANGLE
16 GA. BRAKE METAL
5/8" GYPSUM BOARD,
TYPE-X
METAL CLIP ANGLE
ENTIRE ROOM PERIMETER
CONTINUOS P.T. 2"X6" WOOD
BLOCKING W/ CONTINUOS P.T.
1/2" PLYWOOD SHIM
PREFINISH METAL FASCIA (X7),
COVER ON 3/4" P.T. PLYWOOD
FASCIA BOARD
1'
AX
CONT. BENT METAL PLATE
1-1/2" RIGID INSULATION
(R-9 MIN.)
5/8" GYPSUM BOARD,
TYPE-X
1-5/8" METAL RUNNER
CHANNEL
2" RIGID INSULATION
EXTEND FROM SLAB
TO FOOTING
REINFORCED
CONCRETE SLAB OVER
10 MIL VAPOR BARRIER
(TAPED EDGES
& WRAPPING UP SLAB
ENDS) OVER
CAPILLARY WATER
BARRIER
FOUNDATION STEM WALL,
SEE STRUCTURAL
DRAWINGS.
BACKER ROD AND
SEALANT
4" RUBBER BASE
MOULDING, ENTIRE
ROOM PERIMETER
8" CMU, GROUT SOLID
BELOW GRADE
4"
5/8" GYPSUM BOARD,
TYPE-X
CORRUGATED METAL DECK,
SEE STRUCTURAL
5" RIGID INSULATION (R-30
MIN.)
6"x1/2"Ø ANCHOR J-BOLT AT
2'-0" O.C. EMBEDDED INTO
BOND BEAM
16 GA. BRAKE METAL
CONTINUOS ACT TRIM ANGLE
GROUTED SOLID, COORDINATE W/
STRUCTURAL
SPRAY POLYURETHANE
INSULATION FOR AIR
BARRIER
FLUID APPLIED AIR/VAPOR
BARRIER
ACOUSTIC CEILING TILE, 2X2 (C1)
1-1/2" RIGID INSULATION (R-9 MIN.)
3 SPIKES PER
SECTION
4" GRAVEL BED,
SEE CIVIL
DRAWINGS
1/4"W x 6"D
CONTINUOUS
STEEL EDGING
3' - 0"
4"
GEOTEXTILE FABRIC
TURNED UP ONTO
EDGING
1'
0"
1"
3'
6"
3'
6"
6"6"
3'
6"
6"6"
1' - 6"1' - 6"
3'
6"
US Army Corps of Engineers ®
SHEET ID
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3/31/2020 11:33:27 AM
C:\Users\H2EDDIOC\Documents\456975_v2018_A_OPS_H2EDDIOC.rvt
A-301
OPS
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1/4" = 1'-0"5 BUILDING SECTION
3/4" = 1'-0"6 WALL SECTION
1 1/2" = 1'-0"2 ROOF RIDGE DETAIL
1 1/2" = 1'-0"1 EAVE/OVERHANG DETAIL
1 1/2" = 1'-0"4 B.O. WALL/SLAB DETAIL
3" = 1'-0"3 BOND BEAM CONNECTION DETAIL
1 1/2" = 1'-0"8 MOW STRIP DETAIL
NOT TO SCALE7 TYPICAL BOLLARD DETAIL
ROUNDED CONCRETE
CAP
6" SCHEDULE 80 STEEL
PIPE, CONCRETE
FILLED. PRIME & PAINT
OSHA SAFETY YELLOW
CONCRETE FOOTING,
SEE CIVIL DRAWINGS
1/2" EXPANSION JOINT
CONCRETE SLAB,
SEE CIVIL DRAWINGS
ROUNDED CONCRETE
CAP
6" SCHEDULE 80 STEEL
PIPE, CONCRETE
FILLED. PRIME & PAINT
OSHA SAFETY YELLOW
CONCRETE FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
1/2" EXPANSION
JOINT, TYP.
CONCRETE SLAB,
SEE STRUCTURAL
DRAWINGS
EXTERIOR BOLLARD INTERIOR BOLLARD
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
E N D
M
EN
T
M
A R C
H
0 2
AM
E N D
M
EN
T
M
A R C
H
0 2
W
2Q R
B0
2P la ns
-0
C.J.
STANDING SEAM METAL
ROOFING (X3)
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
PREFINISHED METAL
FASCIA (X7)
PREFINISHED METAL RIDGE
VENT (X3)
PREFINISHED METAL RIDGE
TRIM (X3)
4"
12"
C.J.
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
8" SMOOTH FACE
CMU TYP. (X2)
8" SMOOTH FACE
CMU TYP. (X2)
8" SPLIT-FACED CMU
TYP.(X1)
8" SPLIT-FACED CMU
TYP.(X1)
W1
METAL ROLLUP COUNTER
6" CONCRETE SLAB,
SEE STRUCTURAL
DRAWINGS
ELEC EQUIPMENT, SEE
ELECTRICAL DRAWINGS
LED LIGHTING, SEE
ELECTRICAL DRAWINGS
8" SMOOTH FACE
CMU TYP. (X2)
FACTORY PRIMED METAL
ROLL UP COUNTER
DOOR/WINDOW (X9)
PREFINISHED METAL RIDGE
VENT (X3)
STANDING SEAM METAL
ROOFING (X3)
CONTINUOUS METAL
BAR-TYPE SNOW GUARD
SYSTEM (X4)
PREFINISHED METAL
FASCIA (X7)
6" CONCRETE SLAB, SEE
STRUCTURAL DRAWINGS
POST, SEE STRUCTURAL
DRAWINGS, (X6)
8" SMOOTH FACE CMU TYP.
(X2)
4"
12"
PRE-FINISHED LINEAR
METAL SOFFIT PANEL (X8)
8"…
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