Am_0006-Drawings.pdf

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

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STRUCTURAL COLUMN SCHEDULE

COLUMN DESIGNATION SIZE

TOP OF

FOOTING

ELEVATION

GROUT

THICKNESS

BASE

PLATE

MARK Comments

A-1 W14X90 97' - 6" 2 BP1

A-31 W14X90 97' - 6" 2 BP1

B-1 W14X90 97' - 6" 2 BP11

B-9 W14X257 97' - 6" 2 BP6

B-18 W14X257 97' - 6" 2 BP6

B-31 W14X90 97' - 6" 2 BP11

C-1 W14X90 97' - 6" 2 BP10

C-31 W14X90 97' - 6" 2 BP10

D-1 W14X90 97' - 6" 2 BP1

D-31 W14X90 97' - 6" 2 BP1

E-1 W14X90 97' - 6" 2 BP10

E-31 W14X90 97' - 6" 2 BP10

F-1 W14X90 97' - 6" 2 BP1

F-2 W14X90 98' - 0" 2 BP1

F-3 W14X90 98' - 0" 2 BP1

F-4 W14X90 98' - 0" 2 BP1

F-7 W14X90 98' - 0" 2 BP1

F-9 W14X90 98' - 0" 2 BP5

F-11 W14X90 98' - 0" 2 BP2

F-13 W14X90 98' - 0" 2 BP5

F-15 W14X90 98' - 0" 2 BP5

F-17 W14X90 98' - 0" 2 BP1

F-18 W14X90 98' - 0" 2 BP5

F-20 W14X90 98' - 0" 2 BP1

F-23 W14X90 98' - 0" 2 BP1

F-26 W14X90 98' - 0" 2 BP1

F-29 W14X90 98' - 0" 2 BP1

F-31 W14X90 97' - 6" 2 BP1

G-6 HSS8X8X5/16 98' - 0" 2 BP3

G-8 HSS6X6X5/16 98' - 0" 2 BP2

G-14 HSS6X6X5/16 98' - 0" 2 BP2

G-15.1 HSS6X6X3/16 98' - 0" 2 BP2

G-16 HSS6X6X5/16 98' - 0" 2 BP2

G-19 HSS8X8X5/16 98' - 0" 2 BP4

G-21 HSS6X6X5/16 98' - 0" 2 BP2

G-22 HSS6X6X5/16 98' - 0" 2 BP2

G-24 HSS6X6X1/2 98' - 0" 2 BP2 SEE NOTE

G-28 HSS6X6X1/2 98' - 0" 2 BP2 SEE NOTE

G-30 HSS6X6X5/16 98' - 0" 2 BP3

G-33 HSS8X8X3/8 98' - 0" 2 BP3

H-6 HSS8X8X5/16 98' - 0" 2 BP3

H-8 HSS8X8X5/16 98' - 0" 2 BP3

H-10 HSS8X8X5/16 98' - 0" 2 BP3

H-12 HSS8X8X5/16 98' - 0" 2 BP3

H-14 HSS8X8X5/16 98' - 0" 2 BP3

H-15.1 HSS6X6X5/16 98' - 0" 2 BP2

H-16 HSS8X8X3/8 98' - 0" 2 BP3

H-19 HSS8X8X1/2 98' - 0" 2 BP4

H-21 HSS8X8X5/16 98' - 0" 2 BP3

H-22 HSS8X8X5/16 98' - 0" 2 BP3

H-25 HSS8X8X5/16 98' - 0" 2 BP8 SEE NOTE

H-27 HSS8X8X5/16 98' - 0" 2 BP8 SEE NOTE

H-30 HSS8X8X5/8 98' - 0" 2 BP7 SEE NOTE

H-33 HSS8X8X3/8 98' - 0" 2 BP7 SEE NOTE

J-34 HSS6X6X5/16 97' - 6" 2 BP2

K-5 HSS6X6X5/16 97' - 6" 2 BP2

K-5.5 HSS6X6X5/16 97' - 6" 2 BP2

L-19.1 HSS6X6X5/16 97' - 6" 2 BP2

L-19.8 HSS6X6X5/16 97' - 6" 2 BP2

WALL FOOTING SCHEDULE

MARK

DIMENSIONS

TOF ELEVATION

BOTTOM REINFORCING

NOTES

WIDTH

("W")

DEPTH

("D")

LONGITUDINAL TRANSVERSE

QUANTITY SIZE SIZE SPACING

WF3.0 3' - 0" 1' - 3" 97'-6" 4 5 4 0' - 6"

WF3.5 3' - 6" 1' - 3" do 4 5 4 0' - 6" WF3.25 3' - 4" 1' - 8" do 5 5 4 0' - 6" 4-#4 TOP REINF. E.W.

WF4.0 4' - 0" 1' - 3" do 5 5 4 0' - 6"

WF4.5 4' - 6" 1' - 3" 5 5 4 0' - 6"

WF5.5 5' - 6" 1' - 3" do 6 5 4 0' - 6"

FOOTING SCHEDULE

FOOTING WIDTH ("W") LENGTH ("L") THICKNESS ("T")

BOTTOM REINFORCEMENT

LONG DIRECTION

BOTTOM REINFORCEMENT

SHORT DIRECTION

TOP REINFORCEMENT

LONG DIRECTION

TOP REINFORCEMENT

SHORT DIRECTION

F1 3' - 6" 3' - 6" 1' - 3" 4-#5 4-#5 - - F2 5' - 6" 5' - 6" 1' - 3" 5-#6 5-#6 - - F3 6' - 0" 6' - 0" 1' - 3" 10-#4 10-#4 - - F4 7' - 0" 7' - 0" 1' - 3" 8-#5 8-#5 - - F5 8' - 0" 8' - 0" 1' - 3" 8-#6 8-#6 - - F6 8' - 6" 8' - 6" 1' - 3" 10-#5 10-#5 - - F7 5' - 0" 5' - 0" 1' - 3" 6-#5 6-#5 - - F9 9' - 0" 9' - 0" 1' - 9" 10-#6 10-#6 - - F11 10' - 0" 10' - 0" 2' - 6" 11-#8 11-#8 11-#8 11-#8 F12 11' - 3" 11' - 3" 2' - 0" 9-#8 9-#8 - - F14 13' - 0" 13' - 0" 2' - 6" 15-#7 15-#7 15-#7 15-#7 F15 19' - 9" 39' - 6" 3' - 9" 40-#6 20-#6 40-#6 20-#6 F16 10' - 0" 10' - 0" 1' - 9" 10-#6 10-#6 F17 20' - 0" 25' - 0" 3' - 0" 28-#8 22-#8 25-#8 20-#8 F18 22' - 0" 26' - 0" 3' - 0" 39-#8 39-#8 33-#8 33-#8 F19 24' - 0" 61' - 9" 3' - 0" 62-#8 24-#8 62-#8 24-#9 F20 5' - 0" 5' - 0" 1' - 3" 6-#5 6-#5 - - F21 10' - 0" 10' - 0" 2' - 0" 12-#6 12-#6 - - F22 5' - 6" 5' - 6" 2' - 6" 5-#6 5-#6 5-#6 5-#6 F23 6' - 6" 6' - 6" 2' - 6" 7-#6 7-#6 7-#6 7-#6 F25 8' - 0" 8' - 0" 1' - 9" 12-#5 12-#5 - - F26 7' - 0" 7' - 0" 2' - 6" 8-#5 8-#5 8-#5 8-#5 F27 15' - 0" 15' - 0" 3' - 0" 15-#8 15-#8 15-#8 15-#8

CONCRETE WALL SCHEDULE

MARK THICKNESS ("T")

REINFORCING

W1 8" 1 ROW #4 @ 18"

8"

VERTICAL HORIZONTAL

W2

10" #4 @ 12" EF, U.N.O. #4 @ 12" EF, U.N.O.W3

1 ROW #4 @ 18"

1 ROW #5 @ 18" 1 ROW #5 @ 18"

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NOTES:

1. TOP OF FOOTING ELEVATIONS LISTED FOR THESE COLUMNS ARE NOT ASSOCIATED WITH BOTTOM OF THE STEEL COLUMN.

FOOTINGS ARE LOCATED BENEATH CONCRETE COLUMNS AT THESE LOCATIONS. SEE ARMS VAULT, SECOND FLOOR, AND ADMIN

FOUNDATION SECTIONS FOR DETAILS.

2. SEE SHEET S-514 FOR BASE PLATES.

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DRAIN TO PLAN NORTH.

DRAINAGE WAY.

FIELD FIT IN EXISTING

70' x 12" CLASS III RCP

1+

.1

.2

29.97°

40' 138.11' 178.11' 138.11' 40'

200'200'200'200'200'200'200'200'

.1

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TAXI

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A4

MH-11

MH-10

MH-11

MH-10

8.

TYPI

CAL

20'20'

48.86 49.90

48.83

48.24

(MATCH) (MATCH)

(MATCH)

(MATCH)

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

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TYP.

5'

TYP.

5'

TYP.

5'

ELECTRICAL DUCT BANK

CONCRETE ENCASED

ELECTRICAL DUCT BANK

CONCRETE ENCASED

ELECTRICAL DUCT BANK

CONCRETE ENCASED

ELECTRICAL DUCT BANK

CONCRETE ENCASED

TYP.

5'

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KEY PLAN SCALE: 1" = 500'

2X CABLE, 1 CONDUIT 2X CABLE, 1 CONDUIT 2X CABLE, 1 CONDUIT

40' 127.49' 167.49' 167.49' 127.49' 40'

2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT2X CABLE, 1 CONDUIT

MH-11

MH-10

MH-11

MH-10

U .S

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80'20'0 40'

SCALE: 1" = 40'

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EXISTING

SEE ES100B FOR AIRFIELD/APRON LIGHTING INFORMATION.

SEE SHEET ES100A FOR KEYED NOTES, GENERAL NOTES, AND SUPPLEMENTAL LEGEND.

AIRFIELD LIGHTING NOTES:

SEE NOTE 12

A

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ES123.1

F C

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S .1 .d g n

NOTE 14

AIRFIELD LIGHTING CIRCUITS.

7. SEE SHEET ES100A SUPPLEMENTAL LEGEND FOR EXPLANATION OF SOLID VS. DASHED LINES FOR

APRON SHOULDER LINE.

6. TAXIWAY EDGE LIGHT OFFSET IF 11' FROM DASHED LINE DUE TO A 2' OFFSET OF THE DASHED CIVIL

5. FOR FURTHER INFORMATION OF GEOMETRY OF CURVES REFERENCE CS123 AND CS223.

EDGE UNLESS OTHERWISE SPECIFIED.

4. ALL TAXIWAY EDGE LIGHTS ARE LOCATED 9 FEET OFF THE FULL STRENGTH LINE OF THE TAXIWAY

DESIGN LOCATION PER UFC 5-535-01 PARAGRAPH 5-1.3.

3. INSTALL TAXIWAY EDGE LIGHTS WITHIN 6 INCHES LATERALLY AND LONGITUNDINALLY OF THE

2. SEE SHEET CD123 FOR REMOVAL OF EXISTING CIRCUITS.

1. SEE SHEET ES124 AND ES134 FOR CONTINUATION OF NEW CIRCUIT.

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