W912QR20R0011Plans-0003.pdf
PDF 7 MB Posted
- Solicitation number
- W912QR20R0011
About this file
This federal solicitation requests proposals for the construction of a General Purpose Maintenance Shop at Fort Campbell, Kentucky. The project includes vehicle maintenance facilities, open storage areas, organizational vehicle parking, building information systems, fire protection and alarm systems, intrusion detection system installation, energy monitoring control system connections, and self-contained heating and air conditioning. Supporting facilities incorporate site development, utilities, lighting, paving, parking, walks, curbs, gutters, storm drainage, landscaping, and signage. Measures will comply with minimum antiterrorism standards for buildings and incorporate sustainability, energy efficiency, and cyber security. The contract duration is seven hundred sixty calendar days with a contract type of firm-fixed-price. The North American Industry Classification System code is 236220. Proposals will be evaluated using best value tradeoff with technical, past performance, small business participation, and price factors. Discussions are not intended but may be conducted if in the government's interest. The construction magnitude is estimated between $25-100 million. Offerors must maintain active System for Award Management registration. The point of contact is provided.
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Text version
BOTTOM TANK
INV = 520.16
INV = 520.31
INV = 520.36
INV = 520.36
INV = 522.84
INV = 523.13
INV = 523.43
INV = 523.52
INV = 523.74
INV = 524.08
SIZE: 15"
TYPE: RCP
TYPE: ROUND
TYPE: ROUND527.89
528.00
528.30
528.50528.53
529.24
529.41
529.42
529.53
529.59
529.65
529.77
529.88
529.90
TYPE: WOOD
530.00
530.00
W
530.05
530.10
530.18
530.20
530.29
530.38
530.41
530.41
530.44
NUMBER: 5338
TYPE: GARAGE
530.55
530.57
530.58
530.68
NUMBER: 5338
530.71
530.73
530.74
530.76
DIRECTION ONLY
TYPE: RCP
530.87
530.94
530.95
530.95
531.03
PROVIDER: CONTACT INFO 798-3393
531.06
531.06
531.14
MOUNT: SURFACE
531.15
SIZE: 8'
TYPE: CHAIN LINK
531.25
531.27
SIZE: 8'
TYPE: CHAIN LINK
531.31
531.32
531.32
531.32
531.35
531.37
531.40
531.43
531.45
531.50
531.54
531.55
531.57
531.62
531.62
531.76
531.85
531.96 532.04
532.06
532.09
532.09
532.16
532.22
532.26
532.30
532.40
532.41
532.53
W
FOR DIRECTION ONLY
TYPE: RCP
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
W
CB
D
COCO
CP
G
S S
TOP OF PIPE
SIZE: 8"
TYPE: SQUARE
INV = 524.60
15" RCP
NORTH
CULVERT
18" RCP
STORMLINE 3
15" RCP
BASIN 1 DRAIN
15" RCP
BASIN 2 DRAIN
CO 2
JB 1 (POV UNDERDRAIN)
LIMIT
DISTURB
HW 2
HW 1
HW 3
HW 8
CB7
CB6
DISTURB LIMIT
DISTURB LIMIT
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
8 NEW SODDED V-DITCH, SEE DETAIL F5, SHEET CG401
7 NEW CATCH BASIN, KYTC STANDARD NO RDB-020-05, TYPE 14
6 NEW JUNCTION BOX, KYTC STANDARD NO RDX-005-03, TYPE B
SHEET CG502.
5 NEW TYPICAL CLEANOUT FOR BIORETENTION, SEE DETAIL F8,
4 NEW RCP STORM DRAINAGE PIPE, SEE PROFILES FOR SIZE.
NO RDB-020-05, TYPE 15
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
B A
S
IN
BASIN 2
BLDG 5338
D
CB
CO
CO
CO
CO
IT
IT
IT
6+00
JB8
JB7
+80
+00
+20
+40
+60
D D
CB
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:33 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG102xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG102
B S
A Y
L O
R
K
D O
R S
C H
A1 1"=20'
M A
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG105
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L T
N
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
F
E B
K E
D A
M D
T R
E V
IS
E D K
E Y
N O
T E
S M
A R
2 2
W
2Q R
R
-0
BOTTOM TANK
INV = 517.54
INV = 517.62
INV = 520.16
INV = 520.31
INV = 522.24
INV = 522.24
INV = 522.27
INV = 522.84
INV = 523.85
INV = 523.85
527.84527.88
527.89
528.00
528.18
528.30
528.60
528.60
528.71
528.90
528.93
528.94
528.97
528.98
528.99
529.03
529.05529.05
529.06
529.07
529.08
NUMBER: OVERHEAD POWER LNE FOR LIGHTS
529.16
529.17
529.19
529.19
529.20
W
529.21
529.22
529.24
529.26
529.26
529.27
529.27 529.31
529.31
529.32
529.36
529.38
529.39
529.44
TRANSFORMER COUNT: 0
529.53
529.56529.56
529.58
529.60
529.63
529.69
529.73
529.73
529.82
NUMBER: 5336
530.08
530.18
530.31
530.38
530.44
NUMBER: 5336
530.93
531.18
CBD
D
S
CO
C
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
BASIN 3
BLDG 5336
HW 6
CO
CO
CO
2+00
3+00
4+00
5+00
24" RCP
STORMLINE 1
24" RCP
STORMLINE 2
CB 4
HW 7
LIMIT
DISTURB
LIMIT
DISTURB
CB 2
REPLACE EXISTING CB
CO
CB 9
CB 10
STORM LINE 4
CO COCO
525525
525 525
CBCB
CB
CB
CB
CB
530530530530
1 53253
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:36 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG103xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG103
B S
A Y
L O
R
K
D O
R S
C H
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG106
M A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
M
A R
K
E D
F E
A T
U R
E A
D D
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S A
N D
2 2
W
2Q R
R
-0
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 517.65
INV = 517.65
INV = 518.14
INV = 518.15
INV = 518.15 INV = 518.22
INV = 518.30
INV = 521.57
INV = 521.66
INV = 522.45
INV = 522.61
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
INV = 523.45
INV = 524.00
INV = 524.66
INV = 526.15
527.85
528.12
528.32 528.39
528.40528.48
528.60
528.67
528.72 528.77
528.92
528.93
528.94
528.94
528.95
529.05
529.07
529.13
529.22
529.27
529.29
529.40
529.42
529.45 529.52
529.59
529.64
529.70
529.72
529.74
529.74
529.76
529.78
529.78
529.79
529.80
529.81
529.82
529.89
529.93
529.97
529.98
530.00
530.01
TYPE: STOP
530.06
530.10
530.10
530.11
530.13
530.15
530.17
C-19: 1-1675
PROVIDER: P-5
530.22
530.23
530.24
530.28
TYPE: HACKBERRY
SIZE: 42 IN
NUMBER: 5334
NUMBER: 5334
TYPE: GARAGE
NUMBER: 5334
TYPE: GARAGE
INV = 522.61
D CBD
CBD
CO
D
G
C
G
S
S
CP
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
BLDG 5334
CO
CO
CB
45 4
15" RCP
BASIN 3 DRAIN
18" RCP
STORMLINE 2
JB 5
JB9
CB8
D
DD
530530
DISTURB LIMIT
531531
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:39 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG104xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG104
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG107
A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
INV = 526.40
INV = 526.45
528.58
528.83
529.58
529.61
529.94
530.21
530.34
530.85
530.85
530.89
530.94
531.32
531.45
531.53
531.78
531.84
531.89
532.17
532.32
532.34
532.38
532.42
532.47
532.64
532.78
532.84 532.95
533.14
533.16
533.21
533.28
533.41
533.63
533.83
533.86
534.04
534.09
534.16
534.17
534.26
534.37
534.42
534.42
534.48
534.58
534.66
534.83
535.06
535.10
535.11
535.14
535.20
535.24
535.36
535.51
535.51
535.55
535.56
535.72
535.86
536.04
536.06
536.19
536.40
536.46 537.01
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
van
O N
L Y
V E
H
IC
L E
S
F U
E L E
F
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
F U
E L E
W -E
M
IT
R E
S E
R V
E D
BLDG 5339
PRODUCTION CONTROL
BLDG 5342
ENGINE AUTO SHOP
van
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
COCO
COCO
D
JB 3
UNDERDRAIN
POV
JB 2
CB 11
CB 12
FFE = 533.00
FFE = 533.00
D
IT
IT
IT
IT
IT
IT
RD
4+00
5+00
3+00
HW 5
HW 4
UNDERDRAIN
POV
RD
RD RD RD RD
CB
CB
2 - 12" RCP
ENTRANCE
CULVERT
+20
+40
+60
+80
+00
+20
+40
+60
+80
+00
+20
+40
+60
+80
+00
+20
+40
+60
.5
.5
.8
.8
.8
.9
535535 535535
.2
.7
.8
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:42 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG105xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG105
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG108
A
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG102
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
529.10
529.51
529.62
529.79
529.90
530.37
531.11
531.18
531.26
531.26
531.43
531.52
531.59
531.63
532.07
532.09
532.11
532.20
532.20
532.24
532.29
532.39
532.62
532.73
532.93
532.95
532.96
533.02
533.04
533.16
533.26
533.28
533.33
533.37
533.58
533.59
533.66
533.78
533.86
533.87
533.93
534.04
534.10
534.11
534.19
534.25
534.28
534.30
534.52
534.62
534.74
534.79
534.87
534.97
535.18
535.21
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
BLDG 5340
ALLIED SHOPS
BLDG 5341
BODY/PAINT SHOP
FFE = 533.50
CO
FFE = 533.50
CO
CO
RD RD
RD
1+00
2+00
18" RCP
STORMLINE 1
CB 3
CBCB
.7
.7
.8
.8
.0
.1
.3
.3
.3
CO
CO
535535535
.0
.5
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:44 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG106xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG106
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG109
A
T C
H L
IN
E S
E E S
H E
E T C
G
MATCH LINE SEE SHEET CG103
M A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
K E
D M
A R
K E
Y N
O T
E A
N N
O T
A T
IO
N
A M
D T R
E V
IS
E D K
E Y
N O
T E
S A
N D
2 22
2 2
W
2Q R
R
-0
SIZE: 18"
SIZE: 18"
527.45
527.74
527.82 527.82
527.85
527.86
528.07
528.12
528.16
528.40
528.64 528.84
SIZE: 36IN
529.36
529.81
529.88
529.94
529.95
529.98
530.10
530.14530.32
530.41
530.43
530.45
530.48
530.54
530.57
530.58
530.71
530.76
530.83 530.87
530.92
530.99
531.03
531.06
531.09
531.13
531.37
531.58
531.86 531.86
531.96
532.02
532.11
532.11
532.30
532.47
533.10
533.18
533.35
533.87
534.30
534.32
534.67
535.10
CP
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
FFE = 533.50
FFE = 536.0
FFE = 533.50
CO
528.32
D
18" RCP
STORMLINE 2
18" RCP
STORMLINE 2
JB 6
CB 1
R D
CB
56 5
.2
.3
DISTURB LIMIT
.4
.7
.8
.8
CO
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:46 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG107xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG107
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG110
MATCH LINE SEE SHEET CG104
M A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
INV = 526.40
532.34
532.48
532.51
532.58
532.83
532.84
532.96
533.00
533.02
533.04
533.10
533.14
533.28
533.29
533.33
533.46
533.48
533.49
533.74
533.75
533.82
533.90
533.95
533.96
533.98
533.98
534.02
534.11
534.24
534.32
534.35
534.51
534.52
534.79
534.81
534.83
534.90
535.10
535.20
535.34
535.34
535.49
535.52
535.63
535.64
535.83
535.88
535.92
535.95
536.04
536.06
536.09
536.17
536.30
536.35
536.36
536.40
536.45
536.51
536.56
536.61
536.70
536.75
536.75
536.75
536.76
536.78
536.80
536.87
536.87
537.05
537.05
537.08
537.10
537.33
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
BLDG 5342
ENGINE AUTO SHOP
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
O N
L Y
V E
H
IC
L E
S
E L E
C T
R
IC
R E
S E
R V
E D
FFE = 536.0
IT
IT
IT
IT IT IT
RD
1+00
2+00
CO 5
CO 1
POV UNDERDRAIN
UNDERDRAIN
SOUTH
EOP
CLEAR ZONE
SOUTH
+20
+40
+60
+80
+00
+20
+40
+60
+80
+00
CO
CO
CO
CO
DISTURB LIMIT
5 5
535 535
.2
.8
.8
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:48 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG108xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG108
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG105
A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
527.99
528.23 528.30
528.59
528.76
528.86528.97
529.11529.29
529.40
530.58 530.77
530.81 530.98
531.00
531.02
531.06
531.13
531.21
531.21
531.37
531.42
531.51
531.51
531.64
531.69
531.84
531.85
531.85
531.92
531.92
532.00
532.02
532.08
532.11
532.12
532.17
532.18
532.18
532.24
532.24
532.28
532.32
532.34
532.34
532.34
532.38
532.38
532.39
532.40
532.43
532.48
532.49
532.51
532.52
532.56
532.58
532.62
532.67
532.71
532.71
532.76
532.77
532.83
532.87
532.88 532.93
532.95 533.01
533.10
533.21
533.24
533.34
533.38
533.48
533.54
533.56
533.57
533.57 533.58
533.58
533.76
533.79
533.84
533.87
533.92
534.00
534.08
534.13
534.34
534.36
534.38
534.65
534.87
534.93
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
FFE = 536.0
CO
FFE = 536.0
CO
D
IT IT IT
RD RD
R D
R D
15 15
24" RCP
STORMLINE SOUTH
JB 4
CB 5
CO 4
UNDERDRAIN
SOUTH UNDERDRAIN
SOUTH
EOP
CLEAR ZONE
SOUTH
DISTURB LIMIT
CB
.8
535 535 535
.4
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:50 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG109xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG109
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG106
A
T C
H L
IN
E S
E E S
H E
E T C
G
M A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
530.51
530.71
531.02
531.07 531.12
531.13
531.84
532.62
532.85
533.10
533.21
533.61
533.62
533.69
533.77
533.83
533.87
533.94
534.00
534.02
534.10
534.10
534.11
534.13
534.16
534.23
534.32
534.42
534.51
534.59
534.63
534.70
534.73 534.90
534.96
534.97
535.00
TYPE: RAMP TO PAD
535.02
535.16
535.23
535.25
535.27
535.33
535.39
535.46
535.51
535.55
535.58
535.60
535.63
535.73
535.74
535.78
535.98
535.98
536.19
536.35
536.41
536.69
536.75
536.78
536.79
536.86
536.88
536.89
536.90
537.03
537.04
537.11
537.17
537.39
537.46
537.58
537.58
537.82
538.01
538.18
538.21
538.47
SIZE: 24IN
C
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
NEW ROOF DRAIN
NEW BASIN OR DITCH BOTTOM
CB 1-1
UNDERDRAIN
NEW PERFORATED PIPE
LEGEND
GENERAL SHEET NOTES
SHEET KEYNOTES
RD
CATCH BASIN
GRADE LINE
NEW CONCRETE FLARED END SECTIONFES 1-1
KEY MAP
DIRECTION OF FLOW
10. SEE SHEET CG401 AND CG407 FOR TYPICAL SECTIONS.
9. SEE SHEETS CG206 THROUGH CG207 FOR STORM LINE PROFILES.
8. SEE SHEETS CG201 THROUGH CG205 FOR VERTICAL ALIGNMENT PROFILES.
7. SEE SHEET CG601 FOR COORDINATE TABLE FOR THE DRAINAGE STRUCTURES.
6. OVERFLOW STRUCTURE GRATE ELEVATIONS ARE INDICATED AT TOP OF GRATE.
5. THE CONTOUR INTERVAL IS 1.0 FT.
SPECIFICATIONS.
4. UNLESS OTHERWISE NOTED, ALL DISTURBED AREAS TO BE SEEDED PER
OF WALL.
3. HEADWALL STRUCTURE COORDINATES ARE INDICATED AT INSIDE FRONT FACE
2. INLET STRUCTURE COORDINATES ARE INDICATED AT CENTER OF BOX.
STRAIGHT GRADE INTERPOLATION BETWEEN SPOT ELEVATIONS.
ELEVATIONS SUPPLEMENT THE PROFILES. CONTRACTOR SHALL NOT ASSUME
1. SPOT ELEVATION INDICATED AT PAVEMENT EDGE OR PAVEMENT SWALE. SPOT
AND USER EASEMENTS
CONTRACTOR WORK LIMITS
CO 1-1 CLEAN OUT
CP
IT INFILTRATION TRENCH
NEW STORM DRAINED
CULVERT PIPE
NEW JUNCTION BOX
G
G G
G
G
G
INV = 515.98
INV = 514.39
INV = 514.46
R C P
INV = 529.42
INV = 528.33
INV = 526.02
INV = 523.42
33 40 00 STORM DRAINAGE UTILITIES
16 NEW 18" PERFORATED PIPE UNDERDRAIN, SEE SPEC SECTION
15 NEW INFILTRATION TRENCH, SEE DETAIL F5, SHEET CG502
14 NEW RCP STORM CULVERT, SEE PROFILES FOR SIZE.
13 NOT USED
12 NEW STORM UNDERDRAIN CLEANOUT.
11 NEW GRAVEL 3` FLAT BOTTOM DITCH DETAIL, SEE DETAIL E5, SHEET CG401.
FOR 12" TO 27" PIPES KYTC STANDARD DRAWING NO. RDH-020-03.
10 NEW HEADWALL, SEE DETAIL SLOPED AND FLARED HEADWALLS
9 NOT USED.
3 NEW CATCH BASIN FOR BIORETENTION, KYTC STANDARD
2 NEW 6" PERFORATED PIPE UNDERDRAIN, SEE DETAIL F1, SHEET CG502
1 NEW BIORETENTION AREA, SEE DETAIL A1, SHEET CG501.
CB
CO
D
L
CB
CB
CB
CB
CB
W W
W W
W
W
W
W
W
W
W
G
WW
G
CO
CO
CO
CO
CB
CO
CO
CO
IT IT
15 16
R D
R D
R D
R D
UNDERDRAIN
SOUTH
EOP
CLEAR ZONE
SOUTH
CB 13
DISTURB LIMIT
.8
LRL_Screen.dscriptLRL_pdf.pltcfg3:14:52 PM 3/5/2020
...\470068\05\530\CAD_BIM\_Sheets\470068_CG110xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
U
IS
V
IL
L E
K Y
L O
U
IS
IV
IL
L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG110
B S
A Y
L O
R
K
D O
R S
C H
MATCH LINE SEE SHEET CG107
A
T C
H L
IN
E S
E E S
H E
E T C
G
G R
A D
IN
G P
L A
N O
F
GRADING PLAN
F O
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
P N
F
Y P
G E
N E
R A
L P
U R
P O
S E M
A
IN
T E
N A
N C
E S
H O
P
J S
IN
K H
O R
N
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L
PLAN NORTH
20' 40'0
SITE
A N
S I
D
C -2
-8
-0
(G P
M S
J A
N U
A R
Y
W
Q R
R
READY TO ADVERTISE
A M
D T R
E V
IS
E D K
E Y
N O
T E
S F
E B
K
E D
A M
D T R
E V
IS
E D K
E Y
N O
T E
S K
E D
M
A R
W
2Q R
R
-0
ROOF DRAIN PIPE
6" DIA. PVC
6" 45° PVC BEND
8" X 6" 45° PVC WYE
STORM DRAIN PIPE
8" DIA. PVC
4" X 6" DOWNSPOUT
BUILDING WALL
FOOTING
(NEENAH R-4929-O9 OR APPROVED EQUAL)
CAST IRON DOWNSPOUT SHOE
FINISHED GRADE
TRANSITIONAL COUPLING
MANUFACTURER'S STANDARD
4" DIA. PVC PIPE
4" X 6" PVC ENLARGER
2 EACH 6" 45° PVC ELBOWS
ROOF DRAIN PIPE
6" DIA. PVC 6" 45° PVC BEND
STORM DRAIN PIPE
8" DIA. PVC
PVC WYE
8" X 6" 45°
ROOF DRAIN PIPE
6" DIA. PVC
6" 45° PVC BEND PIPE
STORM DRAIN
8" DIA. PVC
PVC WYE
8" X 6" 45°
CLEANOUT
FINISHED GRADE
OR APPROVED EQUAL)
FRAME (NEENAH R-1974-A
CAST IRON COVER AND
CONCRETE BASE
6" THICK (MIN.)
AS PIPE SERVED
TO BE SAME SIZE
DIA. PVC PIPE
(2) 45° PVC BENDS
VARIES
1'
6'
GEOTEXTILE FABRIC
NON-WOVEN
KYTC NO. 57 STONE
18" PERFORATED PIPE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
G
2 3 4 5 6 7 8 9 10
SHEET ID
A P
P R
PLAN
PLAN
F L
O W
SECTION 1
A6
ROOF DRAIN CLEANOUT
NTS
A1
ROOF DRAIN LEADER
NTS
0.6% MIN.
DRAIN LINES AS INDICATED.
STORM DRAIN LINES AND AT EACH 90 DEGREE TURN IN STORM
1. STORM DRAIN CLEANOUTS SHALL BE INSTALLED AT THE END OF
NOTES:
BLDG
FROM
F1
PERFORATED PIPE UNDERDRAIN
NTS
NON - WOVEN FILTER FABRIC
PERMEABLE AGGREGATE
6" PERFORATED SCH 40 PVC OR TYPE SP HDPE PIPE
6" No. 2 STONE
4" AGGREGATE DRAINAGE COURSE
9" CONCRETE1
F5
NTS
INFILTRATION TRENCH
F8
NTS
TYPICAL CLEANOUT FOR BIORETENTION
FINISH GRADE
THREADED CAP
45° BEND
PVC UNDERDRAIN
6" PERFORATED
INTERMEDIATE LOCATIONS
USE WYE FITTING AT
45° BEND AT TERMINAL END.
SHOWN ON PLANS
IN BIORETENTION AREAS AS
NOTE: LOCATE CLEANOUTS
6" NONPERFORATED PVC
LRL_Screen.dscriptLRL_pdf.pltcfg7:25:45 AM 3/6/2020
...\470068\05\530\CAD_BIM\05_Civil\470068_CG502xxx.dgn
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
SITE
N
S I
D
C -2
-8
-0
L O
U
IS
V
IL
L E
K Y
D
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M A
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IN
L
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R K
IN
G J
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IV
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L E D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
CG502
B S
A Y
L O
R
K
D O
R S
H
R T C
A M
P B
E L L
D D C
H A
N D
L E
R P .E
D R
A
IN
A G
E D
E T
A
IL
S
S H
E E
T O
F
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IN
K H
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N
P N
F
Y P
(G P
M S
G E
N E
R A
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P O
S E M
A
IN
T E
N A
N C
E S
H O
P J
A N
U A
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W
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READY TO ADVERTISE
D E
T A
IL
A
N D A
D D
E D N
E W D
E T
A
IL
A M
D T S
H
IF
T E
D M
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H A
N
IC
A L
K E
D F
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A M
D T R
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IE
S E
D D
IM
E N
S
IO
N K
E D
M
A R
W
2Q R
R
-0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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2000 GAL. OIL WATER SEPARATOR
NTS
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600 GAL. OIL WATER SEPARATOR
NTS
3. SEE SPEC SECTION 33 30 00 FOR BASIS OF DESIGN.
SEPARATOR FOR A 600 AND 2000 GALLON TANK.
2. CONTRACTOR SHALL PROVIDE A PACKAGE OIL WATER
TO BE DRAINED INTO THE SEPARATOR AND.
1. TANK SIZE BASED ON MINIMUM CAPACITY PER FLOOR AREA
NOTES:
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DESIGN CRITERIA
1. IN ACCORDANCE WITH IBC 2015 AND ASCE 7-10 AS MODIFIED BY
UFC 1-200-01, UFC 3-301-01, AND UFC 3-310-04.
2. DEAD LOADS: ACTUAL MATERIAL WEIGHTS PLUS ALLOWANCES.
3. LIVE LOADS
6" FLOOR SLAB 100 PSF
10" FLOOR SLAB
ROOF LIVE LOAD 20 PSF
NOTE: LIVE LOAD REDUCTION WAS NOT USED FOR THE DESIGN OF THIS STRUCTURE
4. SNOW LOADS
GROUND SNOW LOAD Pg = 15 PSF IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 1.0 THERMAL FACTOR Ct = 1.1 PSF FLAT-ROOF SNOW LOAD Pf = 15 PSF SLOPED-ROOF SNOW LOAD* (Ps = CsPf) Ps = 15 PSF
5. WIND LOADS
ULTIMATE WIND SPEED Vult = 115 MPH NOMINAL DESIGN WIND SPEED Vall = 90 MPH
RISK CATEGORY CATEGORY = II
WIND EXPOSURE CATEGORY CATEGORY = C
GUST EFFECT FACTOR FACTOR = 0.85
INTERNAL PRESSURE COEFFICIENTS GCpi = ± 0.18
WIND COMPONENTS AND CLADDING SEE SHEET [S-003]
6. SEISMIC LOADS
COUNTY/STATE
RISK CATEGORY CATEGORY= II
IMPORTANCE FACOR Is = 1.0
RESPONSE MODIFICATION COEFFICIENT R = 3.25
SEISMIC RESPONSE COEFFICIENT Cs = 0.13 MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 0.049g
S1 = 0.197g
SITE CLASS CLASS = D
SPECTRAL RESPONSE COEFFICIENTS Sds = 0.460
Sd1 = 0.264
SEISMIC DESIGN CATEGORY CATEGORY = D
BASIC SEISMIC-FORCE-RESISTING-SYSTEM:
ORDINARY CONCENTRICALLY BRACED FRAMES
DESIGN BASE SHEAR V = 92.0 kips
ANALYSIS PROCEDURE EQUIVALENT LATERAL
FORCE METHOD
GENERAL NOTES
1. GENERAL NOTES SHALL APPLY UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS,
INCLUDING PLANS, DETAILS, OR SPECIFICATIONS. USE TYPICAL DETAILS WHERE APPLICABLE.
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2. USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS.
COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED, WITH THE
REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.
3. DO NOT SCALE THE DRAWINGS.
4. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT DISCREPANCIES IN
DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO
BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.
5. DURING THE BIDDING PHASE, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR
INTERPRETATIONS OF CONFLICTS OR DISCREPANCIES. IF NO REQUEST IS MADE, ALL
PROVISIONS WILL BE ASSUMED TO BE INCLUDED IN THE BID. THE CONTRACTING OFFICER
SHALL DETERMINE WHICH PROVISION GOVERNS AND THE CONTRACTOR SHALL PERFORM THE
WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.
6. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES ON THE STRUCTURAL
DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS
(ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, ETC.) PRIOR TO PROCEEDING
WITH CONSTRUCTION.
7. DETAILS NOT SPECIFICALLY INDICATED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR
CONDITIONS.
8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY DURING CONSTRUCTION.
9. THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS AND METHODS TO
CONSTRUCT THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, VERIFICATION OF LOAD
CAPACITY OF THE STRUCTURE, NEW OR EXISTING, TO SUPPORT CONSTRUCTION ACTIVITIES,
EQUIPMENT, ETC. AND LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED ON THE
STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF
THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. DAMAGE TO THE STRUCTURE CAUSED
BY CONSTRUCTION ACTIVITIES SHALL BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT. TEMPORARY CONSTRUCTION MATERIAL SHALL
REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT
10. THE STRUCTURE IS DESIGNED ONLY TO FUNCTION AS A UNIT UPON COMPLETION OF
CONSTRUCTION. THE STRUCTURE IS DEPENDENT UPON DIAPHRAGM ACTION OF THE ROOF
DECK AND FLOOR SLAB AND THE DIAPHRAGM ATTACHMENT TO THE SHEAR WALLS AND/OR
FRAMES FOR STABILITY AND RESISTANCE TO WIND AND SEISMIC FORCES. PROVIDE ALL
BRACING REQUIRED TO PROPERLY CONSTRUCT THE BUILDING UNTIL THE STRUCTURE IS
COMPLETE AND CAPABLE OF PROVIDING LATERAL STABILITY.
11. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS. SHOP
DRAWINGS SHALL BE CHECKED, APPROVED, AND STAMPED BY THE CONTRACTOR PRIOR TO
SUBMISSION.
12. NON-STRUCTURAL ELEMENTS OF THE BUILDING (ARCHITECTURAL FINISHES, MASONRY
VENEER AND ASSOCIATED TIES, INSULATION, SHEATHING, DUCTWORK, PIPING, ETC.) ARE
TYPICALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. WHERE NON-STRUCTURAL
ELEMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS, THEY ARE SHOWN FOR REFERENCE
AND DESIGN INTENT ONLY. NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED AS SHOWN
ON THE OTHER DISCIPLINE DRAWINGS
13. ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS ARE IDEALIZED. ELEVATIONS ARE BASED ON
DECK THICKNESS AND SLOPES SHOWN ON DRAWINGS AND DO NOT ACCOUNT FOR BEAM OR
JOIST CAMBER. THE CONTRACTOR SHALL COORDINATE BEAM AND JOIST CAMBER WITH
OTHER TRADES AND ADJUST ELEVATIONS AS NECESSARY TO ACCOUNT FOR DEAD LOAD
DEFLECTION AND CAMBER
14. WALL OPENINGS AND TERMINATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE FOR
REFERENCE ONLY. WALL TERMINATIONS AND OPENING JAMBS, HEADS, AND SILLS SHALL BE
CONSTRUCTED PER THE ARCHITECTURAL DRAWINGS. WHERE VENEERS WRAP JAMBS, DETAIL
AND FABRICATE LINTELS TO BEAR ON THE STRUCTURE. DO NOT BEAR LINTELS ON VENEER.
15. DO NOT PENETRATE STRUCTURAL MEMBERS WITH PIPES, CONDUIT, OR OTHER NON-
STRUCTURAL COMPONENTS UNLESS APPROVED BY THE DESIGNER OF RECORD.
16. USE MOST RECENT VERSION OF REFERENCED AMERICAN SOCIETY FOR TESTING AND
MATERIALS (ASTM) STANDARD UNLESS SPECIFIED OTHERWISE IN THE REFERENCED UFC, IBC,
OR OTHER REFERENCED REQUIREMENT/SPECIFICATIONS.
FOUNDATION NOTES
1. THE FOUNDATIONS ARE DESIGNED BASED ON RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY THE US ARMY CORPS OF ENGINEERS, LOUISVILLE DISTRICT, DATED JULY 2019.
2. SPREAD FOOTINGS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 3 KSF FOR SINGLE-COLUMN
FOOTINGS AND CONTINUOUS WALL FOOTINGS.
3. THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF TN TO
PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND
FOUNDATION PHASE OF CONSTRUCTION PER THE EARTHWORK SPECIFICATIONS.
INSPECTING AND TESTING REPORTS SHALL BE SUBMITTED TO THE GOVERNMENT FOR REVIEW.
4. ALL FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED SOIL CAPABLE OF SUPPORTING THE DESIGN LOADS WITHOUT APPRECIABLE SETTLEMENT AS INDICATED IN THE EARTHWORK SPECIFICATIONS. SEE THE
EARTHWORK SPECIFICATIONS FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS.
5. INTERIOR SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL VAPOR BARRIER OVER A 6" MINIMUM THICKNESS
CAPILLARY BREAK AGGREGATE BLANKET.
6. DO NOT ALLOW AGGREGATE BLANKET BELOW FLOOR SLAB TO BECOME SATURATED DURING CONSTRUCTION.
PREVENT WATER INFILTRATION INTO SUBGRADE.
7. SURFACE RUNOFF SHALL BE DIRECTED AWAY FROM FOUNDATION EXCAVATIONS AND IS NOT PERMITTED TO
POND WITHIN THE BUILDING FOOTPRINT.
8. LOWER THE PERCHED GROUNDWATER BY AN ACCEPTABLE DEWATERING SYSTEM. THE GROUNDWATER LEVEL SHALL BE MAINTAINED CONTINUOUSLY A MINIMUM OF 2'-0" BELOW THE EXCAVATION WHEN EXCAVATIONS
APPROACH THE GROUND WATER LEVEL.
9. PREPARE SUBGRADE FOR SLABS ON GRADE PER THE EARTHWORK SPECIFICATIONS.
10. CONDUIT SHALL BE LOCATED BELOW THE BOTTOM OF SLABS ON GRADE UNO. ENCASE UNDERSLAB CONDUIT
WITH FLOWABLE FILL (LEAN CONCRETE) UP TO THE BOTTOM OF SLAB ELEVATION.
11. COORDINATE UNDERGROUND UTILITIES PRIOR TO THE START OF FOUNDATION EXCAVATIONS. COORDINATE
WITH UTILITY COMPANIES FOR ANY SHUT-OFF REQUIREMENTS OF ACTIVE LINES.
12. OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE LICENSED GEOTECHNICAL
ENGINEER RETAINED BY THE CONTRACTOR PRIOR TO PLACING CONCRETE.
13. EARTH-FORMED FOOTINGS ARE NOT ALLOWED.
14. IF EXCAVATION MUST REMAIN OPEN DURING INCLEMENT WEATHER OR OVERNIGHT, PROTECT FOUNDATION
EXCAVATIONS FROM STANDING WATER AND COLLAPSE.
15. THE MINIMUM DEPTH TO THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE 30 INCHES BELOW FINAL EXTERIOR
GRADE.
16. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADE.
17. ELEVATIONS GIVEN REFER TO THE TOP OF FOOTINGS.
18. PROVIDE MINIMUM (3) #5 CONTINUOUS CENTERED IN ALL FOOTINGS SUPPPORTING MASONRY WALLS UNO.
19. SEE ARCHITECTURAL AND CIVIL/SITE DRAWINGS FOR CONTOUR AND LAYOUT OF SIDEWALKS AND PAVEMENT.
SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING PER THE CIVIL/SITE DRAWINGS.
STRUCTURAL STEEL
1. STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION (AISC) 2010 "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS" (AISC 360) AND 2010 "CODE OF STANDARD PRACTICEFOR STEEL BUILDINGS AND
BRIDGES" (AISC 303).
2. MATERIALS AND SHAPES
a. WIDE FLANGE SHAPES SHALL BE ASTM A992, GRADE 50.
b. MISCELLANEOUS SHAPES, CHANNELS, ANGLES, AND PLATES SHALL BE ASTM A36.
c. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B.
d. WELDING ELECTRODES SHALL BE E70XX EXCEPT WHERE OTHER ELECTRODES ARE REQURIED
FOR COMPATIBILITY WITH MATERIAL BEING WELDED.
e. ANCHOR RODS SHALL BE ASTM A1554 GR. 36.
f. HEADED STUD ANCHORS (HSA) SHALL BE ASTM A108.
3. STEEL CONNECTIONS SHALL BE BOLTED OR WELDED AS INDICATED.
a. BOLTED CONNECTIONS SHALL CONFORM WITH THE STRUCTURAL CONNECTIONS (RCSC)
"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS."
b. USE FULLY PRE-TENSIONED ASTM A325-N BOLTED CONNECTIONS WITH HARDENED WASHERS
FOR CONNECTIONS.
c. USE HARDENED WASHERS FOR OVERSIZED AND SHORT-SLOTTED HOLES. USE 5/16" THICK A36
PLATE WASHERS FOR LONG-SLOTTED HOLES.
d. USE 3/4" DIAMETER (ø) BOLTS.
e. USE STANDARD SIZE BOLT HOLES. SHORT SLOTS PERPENDICULAR TO LOAD MAY BE USED FOR
BEAM END SHEAR CONNECTIONS.
f. PROVIDE MINIMUM EDGE DISTANCE AND BOLT SPACING PER AISC 360.
g. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
h. STRUCTURAL STEEL WELDING SHALL CONFORM WITH THE AMERICAN WELDING SOCIETY
(AWS) 2010 STRUCTURAL WELDING CODE - STEEL (AWS D1.1) [AWS D1.8].
i. WHERE WELD SIZE IS NOT SHOWN, USE MINIMUM WELD SIZE PER AISC 360 AND AWS D1.1 [AND
AWS D1.4]. WHERE WELD LENGTH IS NOT SHOWN, USE CONTINUOUS WELDS.
j. WELDING SHALL BE PERFORMED BY OPERATORS CERTIFIED BY AWS IN PERFORMING THE
TYPE OF WORK INDICATED.
k. COLUMN BASES & SPLICED ENDS SHALL BE MILLED OR SAW CUT TO PROVIDE FULL BEARING.
l. WELDS INDICATED AS DEMAND CRITICAL SHALL BE IN ACCORDANCE WITH AISC
341 AND AWS D1.8 FOR MEMBERS PART OF A SEISMIC FORCE RESISTING
SYSTEM. DEMAND CRITICAL WELDS ARE TO BE MADE WITH FILLER MATERIALS RECEIVING
HEAT INPUT ENVELOPE TESTING AND ACHIEVE MECHANICAL PROPERTIES IN THE WELD METAL
OF MINIMUM YIELD STRENGTH OF 70 KSI AND CVN TOUGHNESS OF 40ft-lb MIN @ 70F.
m. USE CONNECTIONS PER TYPICAL DETAILS WHERE APPLICABLE.
n. CONTRACTOR SHALL DESIGN CONNECTIONS NOT DETAILED. DEVELOP ONE-HALF OF THE
TOTAL UNIFORM LOAD CAPACITY OF THE BEAM. WHERE TYPICAL DETAILS ARE NOT PROVIDED.
USE STANDARD SHEAR CONNECTIONS IN THE AISC STEEL CONSTRUCTION MANUAL WHERE
POSSIBLE. ANGLE OR PLATE CONNECTOR LENGTH FOR BEAM END CONNECTIONS SHALL BE
LARGER THAN 1/2 OF THE T DISTANCE OF THE BEAM WEB.
o. PROVIDE MEANS OF PREVENTING NUTS UNTHREADING FROM SLIP CONNECTIONS.
4. DO NOT FIELD CUT OR MODIFY STRUCTURAL STEEL FOR WORK OF OTHER TRADES WITHOUT
PRIOR WRITTEN APPROVAL OF THE DESIGNER OF RECORD.
5. CAMBER: CAMBER STRUCTURAL STEEL AS INDICATED. WHERE CAMBER IS NOT INDICATED FOR
BEAMS, ORIENT BEAMS SO RESIDUAL MILL CAMBER IS UPWARDS.
6. GALVANIZING: HOT DIP GALVANIZE STEEL EXPOSED TO WEATHER. GALVANIZE PER ASTM A-123
FOR ROLLED, PRESSED, OR FORGED SHAPES AND PLATES, ASTM A-153 FOR HARDWARE ITEMS,
AND ASTM A-386 FOR ASSEMBLED STEEL PRODUCTS. RELIEF ANGLES AND SHELF ANGLES FOR
MASONRY SHALL BE GALVANIZED. BOLTS EXPOSED TO WEATHER OR BOLTS FOR STEEL EXPOSED
TO WEATHER SHALL BE HOT DIP GALVANIZED. TOUCH UP SURFACES MISSING GALVANIZATION
COATING WITH APPROVED COLD GALVANIZING.
7. SURFACE PREPARATION: SEE SPECIFICATIONS
8. PRIME PAINTING: AFTER MATERIAL HAS BEEN PROPERLY CLEANED AND TREATED, APPLY SHOP
PRIME COAT, EXCEPT SURFACES EMBEDDED INTO CONCRETE, RECEIVING FIELD WELDING,
RECEIVING SPRAY-APPLIED FIREPROOFING, OR FAYING SURFACES OF PLIES WITH SLIP CRITICAL
BOLTS. TOUCH-UP PRIMER AT SITE.MINIMUM DRY FILM THICKNESS SHALL BE 1.5 MIL.
9. LOCATE REINFORCING IN CONCRETE AND MASONRY PRIOR TO CONNECTING STEEL. DO NOT CUT
OR DAMAGE REINFORCING.
10. PROVIDE (4) 3/4" DIAMETER x 1'-0" EMBED ANCHOR RODS AND 2" THICK GROUT UNDER COLUMN
BASE PLATES.
11. DETAIL COLUMN SPLICES PER AISC DETAILING MANUAL WITH ADDITION OF 3/8" THICKWEB PLATE
EACH SIDE.
HANGING LOADS BY OTHER TRADES, SUCH AS STAIRS, PIPES, DUCT, ETC., SHALL APPLY VERTICAL ONLY LOADS AND NOT APPLY TORQUE OR HORIZONTAL LOADS TO THE STRUCTURAL STEEL. HANGING
LOADS SHALL BE CENTERED ON THE MEMBER SO THAT THE LOAD PASSES THROUGH THE SHEAR
CENTER OF THE STEEL.
#3
1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE BARS
SPLICED & SPLICES STAGGERED BY THE DISTANCE OF SPLICE LENGTH), USE SAME
AS ' Ld' = TENSION DEVELOPMENT LENGTH TABLE.
2. TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR WITH MORE THAN 12" OF FRESH
CONCRETE CAST BELOW THE SPLICED BARS.
3. INCREASE LAP LENGTHS AS FOLLOWS (INCREASES ARE ACCUMULATIVE):
A. BAR SPACING LESS THAN 2 BAR DIAMETERS +50%
B. LIGHTWEIGHT CONCRETE +35%
C. EPOXY-COATED TOP BARS +20%
D. EPOXY-COATED OTHER BARS +50%
(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)
TENSION LAP SPLICES - CLASS B FOR TOP & BOTTOM BARS
BAR
SIZE
#4
#5
#6
#7
#8
#9
#10
#11
TOP BOT. TOP BOT. TOP BOT. TOP BOT. TOP BOT.
f'c= 3000 psi f'c= 4000 psi f'c= 5000 psi f'c= 6000 psi f'c= 8000 psi
2'-4" 1'-9" 2'-0" 1'-6" 1'-10" 1'-5" 1'-8" 1'-4" 1'-5" 1'-4"
3'-1" 2'-4" 2'-8" 2'-1" 2'-5" 1'-10" 2'-2" 1'-8" 1'-11" 1'-5"
3'-10" 3'-0" 3'-4" 2'-7" 3'-0" 2'-4" 2'-9" 2'-1" 2'-4" 1'-10"
4'-8" 3'-7" 4'-0" 3'-1" 3'-7" 2'-9" 3'-3" 2'-6" 2'-10" 2'-2"
6'-9" 5'-2" 5'-10" 4'-6" 5'-3" 4'-0" 4'-9" 3'-8" 4'-2" 3'-2"
7'-9" 5'-11" 6'-8" 5'-2" 6'-0" 4'-7" 5'-5" 4'-2" 4'-9" 3'-8"
8'-8" 6'-8" 7'-6" 5'-10" 6'-9" 5'-2" 6'-2" 4'-9" 5'-4" 4'-1"
9'-10" 7'-6" 8'-6" 6'-6" 7'-7" 5'-10" 6'-11" 5'-4" 6'-0" 4'-7"
10'-11" 8'-4" 9'-5" 7'-3" 8'-5" 6'-6" 7'-8" 5'-11" 6'-8" 5'-1"
US Army Corps of Engineers ®
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S-001
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7. DEFLECTION CRITERIA
ROOF
LIVE LOAD L/240
DEAD + LIVE LOAD L/180
BUILDING DRIFT
WIND H/120, 50 YEAR
SEISMIC PER ASCE 7
FRAMING SUPPORTING EXTERIOR WALL FINISHES
BRICK VENEER L/600
INSULATED METAL PANELS L/240
8. FLOOD LOADS
FLOOD LOADS ARE NOT INCLUDED IN THE STRUCTURAL DESIGN.
9. FUTURE EXPANSION
PROVISIONS FOR FUTURE EXPANSION ARE NOT INCLUDED IN THE STRUCTURAL DESIGN.
10. ENVIRONMENTAL SEVERITY CLASSIFICATION C3
STRUCTURAL CONCRETE:
1. STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 2014 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), 2014 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 303), AND 2004 "ACI DETAILING MANUAL" (ACI SP-66).
2. CAST-IN-PLACE CONCRETE SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI.
3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT FOR FOUNDATIONS AND SLAB ON GRADE.
4. CONCRETE REINFORCEMENT SHALL BE STEEL DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.
5. DO NOT WELD CONCRETE REINFORCEMENT.
6. SHOP FABRICATE BENDS AND HOOKS. DO NOT FIELD BEND.
7. WELDED WIRE REINFORCEMENT SHALL BE DEFORMED WIRES CONFORMING TO ASTM A1064. PROVIDE SHEET- TYPE WELDED WIRE REINFORCEMENT. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING OR
6" MINIMUM.
8. PROVIDE SUPPORTS FOR REINFORCEMENT AS NEEDED. WELDED WIRE REINFORCEMENT SHALL BE SUPPORTED AT 2'-0" ON CENTER, EACH DIRECTION MAXIMUM. PROVIDE PLASTIC, PLASTIC-COATED (NOT
PLASTIC TIPPED), OR STAINLESS STEEL CHAIRS FOR CONCRETE EXPOSED TO VIEW.
9. CONCRETE REINFORCEMENT FOR SLABS ON GRADE SHALL BE LOCATED IN THE
MIDDLE THIRD OF THE SLAB AND BE POSITIVELY AND CONTINUOUSLY SUPPORTED. SUPPORT SHALL BE
MAINTAINED PRIOR TO AND DURING CONCRETE PLACEMENT.
10. CONCRETE REINFORCEMENT SHALL BE CONTINUOUS. SPLICES SHALL BE MADE BY LAPPING WITH CLASS B
LAPS PER ACI 318.
11. BEND HORIZONTAL WALL AND FOOTING REINFORCEMENT 1'-0" AROUND CORNERS OR PROVIDE…
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