Am_0007-Drawings.pdf
PDF 13 MB Posted
- Attached to
- Maintenance Hangar -Fort Carson, CO Federal contract opportunity
- Solicitation number
- W9128F-16-R-0067
About this file
Amendment 7 Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F-16-R-0067_Amend_0009.pdf | ||
| Am_0008.pdf | ||
| Am_0007.pdf | ||
| Am_0006-Drawings.pdf | ||
| Am_0006.pdf | ||
| Am_0005.pdf | ||
| Am_0005-Drawings.pdf | ||
| Am_0004.pdf | ||
| Am_0004-Drawings.pdf | ||
| FCX7_CADD_Files.zip | ZIP file | |
| Am_0003.pdf | ||
| Am_0003-Drawings.pdf | ||
| Am_0002-Drawings.pdf | ||
| Am_0002.pdf | ||
| FY15_Attack_Pre-award_Site_Visit_Sign-In_Sheet_(07JUN16).pdf | ||
| Am_0001-Vol3_Drawings.pdf | ||
| Am_0001.pdf | ||
| Am_0001-Vol1_Drawings.pdf | ||
| FCX7_Advertisement_Vol._1.PDF | ||
| FCX7_Advertisement_Vol._2.pdf | ||
| FCX7_Advertisement_Vol._3.pdf | ||
| FCX7_Advertisement_Vol._1.PDF.7z | 7Z file | |
| Specs_W9128F-16-R-0067.pdf |
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US Army Corps
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US Army Corps
U .S
A R
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P S O
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SCALE: 1" = 400'-0"
0 400'400' 200'
GATE INFORMATION:
GATE 1- MAIN GATE PERMANENTLY OPEN
GATE 2- DRIVE THRU BLDG 9601 ELECTRONIC
GATE 2a- WALK THRU BLDG 9601 CIPHOR LOCK
GATE 3- DRIVE THRU BLDG 9604
GATE 4- DRIVE THRU BLDG 9620
GATE 4a- WALK THRU BLDG 9620
GATE 5- DRIVE THRU ENGINE TEST SITE KEY #80 & FIRE LOCK
GATE 6- DRIVE THRU FIRE LOCK
GATE 7- DRIVE THRU PERMANENTLY CLOSED
GATE 8- DRIVE THRU PERMANENTLY CLOSED
GATE 9- DRIVE THRU PERMANENTLY CLOSED
GATE 10- WILDERNESS ROAD ACCESS FIRE LOCK
GATE 11- WILDERNESS ROAD ACCESS FIRE LOCK
GATE 12- WALK THRU FIRE LOCK
GATE 13- DRIVE THRU FIRE LOCK
GATE 14- DRIVE THRU POL BLDG KEY #33
GATE14a- WALK THRU POL BLDG CIPHER LOCK
GATE 15- DRIVE THRU FIRE LOCK
GATE 16- DRIVE THRU KEY #35 & FIRE LOCK
GATE 17- DRIVE THRU BLDG 9633 WEST FIRE LOCK
GATE 18- DRIVE THRU BLDG 9633 EAST FIRE LOCK
GATE 19- DRIVE THRU FIRE DEPARMENT
GATE 20- DRIVE THRU PERMANENTLY CLOSED BRAVO WEST
AIRFIELD ACCESS ROAD
PROJECT SITE
GATE 5
GATES 4 & 4a
GATE 16
GATE 1
GATE 15
BUTTS ROAD
GATE 14a
GATE 14 GATE 17
GATE 18
GATE 13
GATE 12
GATE 11
GATE 9
GATE 10
GATE 20
GATE 19
GATES 2 & 2a
GATE 3
GATE 8
GATE 7
GATE 6
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G S
A B H
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G A
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F O
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A R
S O
N
C O
ACCESS WITH AIRFIELD MANAGER
1. CONTRACTOR TO COORDINATE ALL NECESSARY GATE
GENERAL NOTES:
A GATE GUARD WHEN THE GATE IS LEFT OPEN.
THIS SHALL BE DONE BY EITHER LOCKING THE PROJECT GATES AFTER ENTRY OR PROVIDING
2. ENTRY WITHIN THE AIRFIELD PERIMETER FENCING MUST BE CONTROLLED AT ALL TIMES.
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SHEET
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®of Engineers
US Army Corps of Engineers
US Army Corps
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KEY PLAN SCALE: 1" = 500'
629.45'
50'
.9
79.98'19.97'120.25'20.06'59.6'
.9
X
.5
TO BE REMOVED (TYP.)
TAXIWAY EDGE MARKING
LIGHT (TYP.)
SALVAGE EDGE
FENCE (TYP.)
REMOVE EX.
BY CAB PERSONNEL
PERSONNEL, RELOCATED
BY BUTTS AAF
COORDINATED
STRUCTURE RELOCATION
TO BE REMOVED (TYP.)
TAXIWAY CENTERLINE MARKING
TO BE REMOVED (TYP.)
TAXIWAY EDGE MARKING
REMOVED (TYP.)
MARKING TO BE
TAXIWAY EDGE
248.2'
AND CABLES (TYP.)
REMOVE CONDUIT
275' 275'
CULVERT TO BE REMOVED
70' x 12" CLASS III RCP
C O
N C R E
TE
FUEL SPILL
PROTECTION
STRUCTURE
8' CHAIN LINK
F C
F C
D
GUARDRAIL
E
E
S A N
REMOVE GUARDRAIL
REMOVE ELEC. POWER BOX
REMOVE ELEC. UTILITY LINES
REMOVE ELEC. UTILITY LINES
HARDSTAND
CONCRETE
AND REMOVE
DOUBLE SAWCUT
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40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOT TO SCALE
DOUBLE SAWCUT DETAIL
FULL-DEPTH (TYP.)
SECOND VERTICAL SAWCUT,
FULL-DEPTH (TYP.)
SAWCUT ALONG JOINT
FIRST VERTICAL
T O R
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A
IN
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IS
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IN
G S
L A
B S
T O R
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G S
L A
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JOINT (TYP.)
EXISTING
FULL-DEPTH (TYP.)
SAWCUT ALONG JOINT
FIRST VERTICAL24"
TYP.
INNER
AREA
FULL-DEPTH (TYP.)
SECOND VERTICAL SAWCUT,
DOUBLE SAWCUT NOTES:
PAVEMENT. SEE SPECIFICATION SECTION 32 13 11.
2. DEMOLITION PLAN REQUIRED PRIOR TO DEMOLITION OF AIRFIELD
OF 1-1 / 2" (MIN.).
ACCOMPLISHED WITH A WHEEL SAW WITH A CUTTING WIDTH
A MINIMUM OF 24" FROM THE EXISTING JOINT AND SHALL BE
FULL-DEPTH SAWCUT SHALL BE ON THE INSIDE OF THE JOINT AND
DIAMOND BLADED SAW 1 / 8" (MIN. WIDTH). THE SECOND AND FINAL
JOINT AND SHALL BE ACCOMPLISHED ONLY WITH A MOTOR DRIVEN
1. THE FIRST FULL-DEPTH SAWCUT SHALL BE MADE ON THE
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
EDGE LIGHT TO BE REMOVED
TO BE REMOVED
EXISTING SLABS
AND RE-USED
EDGE LIGHT TO BE SALVAGED
BE REMOVED
PAVEMENT MARKINGS TO
FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS PRIOR TO REMOVAL.
STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE COMPLETELY
9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.
SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR
EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
BEYOND FIVE FEET.
WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON DEMOLITION SHEETS.
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
SEE DETAIL ON THIS SHEET.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.
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7 BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
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XX XX
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XXXXXX
X X
X X
A
B
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A
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B
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A B
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KEY PLAN SCALE: 1" = 500'
79.98'19.97'120.25'20.06'59.6'
.3
.7
.8
124.73'
.2
.5
.3
.0
.4
LIGHT (TYP.)
REMOVE EDGE
INLET TO REMAIN
STORM DRAIN AREA
LINE TO REMAIN
24" PVC STORM
TO BE REMOVED (TYP.)
24" PVC STORM LINE
X
XX
X
X
X
X X X
BY BUTTS AAF PERSONNEL
PROPANE TANKS TO BE RELOCATED
FENCE (TYP.)
REMOVE EX.
FENCE (TYP.)
REMOVE EX.
BY CAB PERSONNEL
PERSONNEL, RELOCATED
BY BUTTS AAF
COORDINATED
STRUCTURE RELOCATION
STORM DRAIN MANHOLE
LOCATION OF NEW
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
(1,000 GAL.)
DEMO EXISTING DIESEL TANK
275'
S-4 STA 2+72
OUT = 5840.00
IN = 5840.25
INV. ELEV.
RIM EL. = 5851.86
SSMH 24
WATERLINE
EXISTING
CONNECT TO
C
C
C
C
C
C
C
C2
829.38'225.44'62.79'
7.95'
829.46'288.1'
12.62'
C O
C O
C O
C O
X J
A S P
H A L T
FUEL SPILL
PROTECTION
STRUCTURE
C P
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S T
C A
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IN
K L E R
C O
N
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B O
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S P R
IN
K L E R
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TR
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E L E C
TR
IC
A L
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TL
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TR
A N S
E L E C
B O
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IN
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IN
V
IN
S
W
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A Y
P
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TO
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IN
V
IN
.2
IN
V
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S W
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8' CHAIN LINK
(1
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GUARDRAIL GUARDRAIL
B L
D G
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A D
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S P
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T R
S W
T R
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.0 S
F T
T O P .0 S
F T
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F T
T O P .3 S
F T
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.0 S
F T
T O P .0 S
F T
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.1 S
F T
T O P .1 S
F T
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F T
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F T
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M O
E L
ENCLOSURE
DUMPSTER
CONC.
REMOVE
STEAM LINE
REMOVE EX.
REMOVE CONC. SIDEWALK
PLANTINGS (TYP.)
REMOVE SITE
REMOVE EX. WOOD BUILDING
THIS SHEET
GENERAL NOTES; 1 & 2
APPERATUS BAY, SEE
FIRE STATION TEMP.
SIDEWALK
CONC.
REMOVE
SIDEWALK
REMOVE
TREE
REMOVE
REMOVE GUARDRAIL
LINE IN PLACE
ABND WATER
AND VALVE BOX
DEMO VALVE
STORMDRAIN
REMOVE EX.
LINE IN PLACE
ABND WATER
REMOVE ELEC. YARD LIGHT
DUCTBANK IN PLACE.
DUCTBANK. ABANDON
REMOVE CUT CABLE FROM
IN NEXT MANHOLE AND
CUT AND CAP COMM. CABLES
REMOVAL
LONGER IN USE PRIOR TO
TO ENSURE CABLES ARE NO
MANAGER THROUGH THE C.O.R.
COORDINATE WITH AIRFIELD
DUCTBANK. CONTRACTOR SHALL
AIRFIELD LIGHTING CONTROL
REMOVE ELEC. UTILITY LINES
REMOVE ELEC. UTILITY LINES
GUTTER
CURB &
CONC.
REMOVE
PAVING
ASPHALT
REMOVE
AND
SAWCUT
SEE AS-BUILT SHEETS FOR DETAILS
9611 AND ASSOCIATED EQUIPMENT,
DEMOLISH AND REMOVE BUILDING
DEMOLISH AND REMOVE
BUILDING 9600, SEE AS-BUILT
SHEETS FOR DETAILS
SIDEWALK
REMOVE CONC.
IN PLACE.
FROM DUCTBANK. ABANDON DUCTBANK
MANHOLE AND REMOVE CUT CABLE
CUT AND CAP ELEC. CABLES IN NEXT
DUCTBANK IN PLACE.
FROM DUCTBANK. ABANDON
MANHOLE AND REMOVE CUT CABLE
CUT AND CAP COMM. CABLES IN NEXT
SEE AS-BUILT SHEETS FOR DETAILS
DEMOLISH AND REMOVE BUILDING 9610,
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
AND RE-USED
EDGE LIGHT TO BE SALVAGED
BE REMOVED
PAVEMENT MARKINGS TO
F C
X
C D
B -1 .d
/2
/2
T J
D
T J
D
W C
D
CD112B.1
A R
E A
B .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
LIMIT.
CONSTRUCTION LIMIT SHALL BE DEMOLISHED AND CAPPED AT THE CONSTRUCTION
NEAREST MANHOLE, HANDHOLE, OR SWITCH AND ALL DUCTBANK INSIDE THE
POWER AND COMMUNICATIONS SERVING BUILDING 9610 SHALL BE REMOVED TO THEIR
DESIGNED, THEN THE EXSITING AIRFIELD LIGHTING VAULT CAN BE DEMOLISHED. ALL
AFTER IT IS DETERMINED THAT THE NEW ANB IS FULLY FUNCTIONAL AND OPERATES AS 2.
NAVIGATION BUILDING (ANB) IS CONSTRUCTED AND FULLY FUNCTIONAL.
COMMUNICATIONS TO BUILDING 9610, SHALL REMAIN ACTIVE UNTIL THE NEW AIR
FULLY FUNCTIONAL. BUILDING 9601, WHICH HOUSES COMM NODE 6, AND PROVIDES
BE REMOVED UNTIL THE NEW AIR NAVIGATION BUILDING (ANB) IS CONSTRUCTED AND
BUILDING 9610 NOR ANY OF THE AVIATION AND POWER CIRCUITS TO THE BUILDING CAN 1.
ELECTRICAL GENERAL NOTES:
FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS PRIOR TO REMOVAL.
STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE COMPLETELY
9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.
SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR
EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
BEYOND FIVE FEET.
WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON DEMOLITION SHEETS.
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
SEE DETAIL ON THIS SHEET.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.
T J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
XX
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
XX
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
XX
XX
XXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
24" RCP
24"F
"F
20"F
SW9
EMH40
HH2
10"W
C
C
1C C2
EC
X W
C B
C O
B L
D G
O w
B A S
E M
E N
T
B
R
IC
K
C O
N C R E
TE
S P R
IN
K L E R
C O
N
TR
O L
B O
X
CONCRETE
E L E C
TR
A N S
N O
P A R
K
IN
G
.4
D
IA
A R E A
IN
L E T
TO
P
IN
L E T
.0
IN
V
.9
IN
V
O U T
S W
.8
R C P
A .C
U N
IT
D E C
ID
B O L L A R
D S
C O
N C
W A L L
H A N
D R
A
IL
P
VC
F C
O
B A S
E M
E N
T
B
R
IC
K
B L
D G
.3
.6
.5
.6
T O
.3
.1
S A N
.0
C
.2
R
IM
.6 S
F T
T O P .6 S
W
R
IM
.3 S
F T
T O P .3 S
F T
R
IM
.4 S
F T
T O P .4 S
F T
R
IM
.4 S
F T
T O P .4 S
F T
R
IM
.0 S
F T
T O P .0 S
F T
P U
M P
P U
M P
P U
M P
P U
M P
10"W
5843584458455847
1 STORY (BRICK)
'x
A R E A
IN
L E T
TO
P
IN
L E T
.5
IN
V
O U T
N E
.5
REMOVE CONC. SIDEWALK
SIDEWALK
CONC.
REMOVE
N.I.C.
CONCURRENT CONSTRUCTION.
HOT / CHILLED WATERLINES,
IN PLACE.
FROM DUCTBANK. ABANDON DUCTBANK
MANHOLE AND REMOVE CUT CABLE
CUT AND CAP ELEC. CABLES IN NEXT
DUCTBANK IN PLACE.
FROM DUCTBANK. ABANDON
MANHOLE AND REMOVE CUT CABLE
CUT AND CAP COMM. CABLES IN NEXT
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS PRIOR TO REMOVAL.
STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE COMPLETELY
9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.
SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR
EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
BEYOND FIVE FEET.
WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON DEMOLITION SHEETS.
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
SEE DETAIL ON THIS SHEET.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.
F C
X
C D
D -1 .d
4" CONC. TO BE REMOVED
J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
/2
/2
T J
D
T J
D
W C
D
CD112D.1
A R
E A
D .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
XX
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
XX
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
XX
XX
XXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
(SW0211)
SW12
7.98'
250.28'867.31'
829.38'
160.81'
.3
.0
.4
.8
CAZ #3CAZ #2
CAZ #3CAZ #2FENCE (TYP.)
REMOVE EX.
RELOCATED - SEE NOTE 6
COMM MANHOLE TO BE
DEMO EXISTING DIESEL TANK (1,000 GAL.)
S
TE
EMH41
SW11
HH3
(V0009)
EMH65
(SW0214)
SW23
(V0008)
EMH42
(V0031)
EMH43
"S
"W
S-5 STA 1+57
OUT=5828.39
# 9603 INV. EL.
EXIST. SSMH
S-5 STA 0+00
S-4 STA 9+60
OUT = 5827.25
IN (SW) = 5827.50
IN (NE) = 5827.50
INV. ELEV.
RIM EL.= 5837.08
SSMH 11
S-4 STA 9+00
OUT = 5828.81
IN (SW) = 5829.06
IN (NW) = 5829.06
INV. ELEV.
RIM EL. = 5838.63
SSMH 21
WATERLINE
CAP EXISTING
WATERLINE
CAP EXISTING
WATERLINE
EXISTING
CONNECT TO
XX XX
X X
X
CO
CO
CO
W
" IW
F M
" W
8" IW
6" W
W
W
10" W S S
8" FW
S
" IW
2" IW FM
IW
F
M
IW
F
M
2" IW FM
" IW CO
CO
829.38'225.44'62.79'
7.95'
829.46'288.1'
.1
.9
.5
.3
S
C
X
W
W
W
W
C O
C O
E
E
E
G
W
C B
I
P
C P
TE
S T
C P
TE
S T
E L E C
TR
A N S
E L E C
TI
C
H A N
D H
O L E
C P
TE
S T
S A N
IT
A
N
H O L E
R
IM
.5
IN
V
W
.7
IN
V
IN
S
W
.5
IN
V
.7
IN
V
O U T
S E
.3
15" CLAY
C O
N C R E
TE
W A L L
12" RCP 18" RCP
S
TO
R M
(C
U R B
IN
L E T)
TO
P
IN
L E T
.1
IN
V
O U T
N E
.5
A Y
S A N
IT
A
N
H O L E
R
IM
.0
IN
V
.1
IN
V
IN
S
W
.1
IN
V
O U T
S E
.0
A Y
A Y
4" PVC
A Y
S A N
IT
A
N
H O L E
R
IM
.2
IN
V
IN
S E
.8
(P
L U
G G E D
IN
V
.3
IN
V
O U T
N W
.5
C O
N C R E
TE
S
TE
P S
C O
N C R E
TE
S
TE
P S
C O
N C R E
TE
S
TE
P S
C O
N C R E
TE
S
TE
P S
CONCRETE
C
O R
Y
B
L O
C K
B L D
G
S
TO
R Y
(B
L O
C K
C O
N C
W A L L
A
IR
F
IE
L D
M A N
A G E
M E N
.C
U N
IT
S
A .C
U N
IT
M E
TA
L
S
TE
P S
S
TE
P S
N O
P A R
K
IN
G
N O
P A R
K
IN
G
B O L L A R
D S
(1
A .C
U N
IT
S
A .C
U N
IT
C O
N
IF
D E C
ID
A D
M
IN
IS
TR
A
TI
V E
TR
A
IN
IN
G
F A C
IL
IT
Y
B L D
G
B U
TT
F
C R
A S
H
S
TA
C O
N C
R E
T E
C O
N C
R E
T E
(B L O
C K
TO
W
B L D
G
B L
D G
O R
Y
B
L O
C K
C
P
C O
N C
W A L L
.5
S A N
S A N
S A N
.3
S A N
T R
R
IM
.5 S
F T
T O P .8 S
C
W
WATER LINE 1
I
EXISTING WATERLINE
CONNECT TO
I
5837583
5839 5 9 5839
58405840
CO
(1
L L O
N
D
IE
S E L
F U E L
TA
N K
EX. STEAM LINE
CAP AND REMOVE
ENCLOSURE
DUMPSTER
CONC.
REMOVE
REMOVE CONC. SIDEWALK
SIDEWALK
CONC.
REMOVE
THIS SHEET
GENERAL NOTES; 1 & 2
APPERATUS BAY, SEE
FIRE STATION TEMP.
CARSON
FOR FUTURE USE ON FT.
BOULDERS, TO BE SAVED
REMOVE AND SALVAGE
REMAIN IN PLACE
BE PROTECTED AND
CONNECT HUT, TO
ELEC. CROSS
(TYP.)
TO BE REMOVED
SITE TRAFFIC SIGNS
CURB & GUTTER
REMOVE EX. CONC.
REMOVE TREES TYP.
TREE
REMOVE
TREE
REMOVE
GUTTERS.
CURBS AND
REMOVE PAVING
GUTTERS.
CURBS AND
REMOVE PAVING
GUTTERS.
CURBS AND
REMOVE PAVING
SIDEWALK
REMOVE
SIDEWALK
REMOVE
TREE
REMOVE
TREE
REMOVE
PAVING
REMOVE ASPHALT
SAWCUT AND
LINE IN PLACE
ABND WATER
CONC. SIDEWALK
SAWCUT AND REMOVE
ASPHALT PAVING
SAWCUT AND REMOVE
SIDEWALK
REMOVE
FENCING
AIRFIELD
REMOVE EX.
BOLLARDS
REMOVE
TREE TYP.
REMOVE
DEMOLISH AND REMOVE
BUILDING 9601, SEE AS-BUILT
SHEETS FOR DETAILS
SEE AS-BUILT SHEETS FOR DETAILS
9611 AND ASSOCIATED EQUIPMENT,
DEMOLISH AND REMOVE BUILDING
SERVICE TO BLDG 9612
CAP AT TEE, MAINTAIN
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
EDGE LIGHT TO BE SALVAGED
BE REMOVED
PAVEMENT MARKINGS TO
F C
X
C D
A -1 .d
/2
/2
T D J
T J
D
W C
D
CD113A.1
A R
E A
A .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
NAVIGATION BUILDING (ANB) IS CONSTRUCTED AND FULLY FUNCTIONAL.
COMMUNICATIONS TO BUILDING 9610, SHALL REMAIN ACTIVE UNTIL THE NEW AIR
FUNCTIONAL. BUILDING 9601, WHICH HOUSES COMM. NODE 6, AND PROVIDES
REMOVED UNTIL THE NEW AIR NAVIGATION BUILDING (ANB) IS CONSTRUCTED AND FULLY
BUILDING 9610 NOR ANY OF THE AVIATION AND POWER CIRCUITS TO THE BUILDING CAN BE 1.)
ELECTRICAL GENERAL NOTES:
PRIOR TO REMOVAL.
COMPLETELY FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS
STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE
9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
COMPACTION REQUIREMENTS.
COURSE FOR NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR
32 11 16 SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE
00 00 EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
CAN EXTEND BEYOND FIVE FEET.
PRESENT WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
SHEETS.
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON DEMOLITION
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
DETAIL ON SHEET CD113A
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT. SEE
T J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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B E
R
S
IZ
E
S U
B M
IT
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D B
Y
P L
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C A
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P L
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A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
XX
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
XX
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
XX
XX
XXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
"I
W
"F
24"F 24"F
24"F
G
"G
" G
6" G
3" G
6" G
12"S
S S
S
10" W
"IW
24"IW
"I
W
C
C
E L E C
B O
X
D E C
ID
G U
N F
IG
H
TE
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C A F E
829.38'225.44'62.79'
7.95'
829.46'288.1'
S S
S
C B
C B
C B
X J
GC
OC
OC
O W
S
S
G G
G
X
X
W
X J
C B
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B L
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B A S
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B
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L L
E L E C
TR
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S P R
IN
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H O L E
C P
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C P
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P A R
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IN
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IN
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IN
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IN
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W .9
IN
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IN
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CONCRETE
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10"W
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W A
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IN
E
WATER LINE 1
I
5836 5837
BLDG 9612
1 STORY (BRICK)
LIGHT IN PLACE
PROTECT STREET
LIGHT IN PLACE
PROTECT STREET
INLET IN PLACE
PROTECT CURB
REMOVE TREES TYP.
TREE
REMOVE
N.I.C.
CONSTRUCTION.
CONCURRENT
WATERLINES,
HOT / CHILLED
STEAM LINES
REMOVE EX.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
EDGE LIGHT TO BE SALVAGED
BE REMOVED
PAVEMENT MARKINGS TO
F C
X
C D
C -1 .d
/2
/2
T J
D
T J
D
W C
D
CD113C.1
A R
E A
C .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
PRIOR TO REMOVAL.
COMPLETELY FULL. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL FLUID IN THE TANKS
STORAGE TANKS. THE CONTRACTOR SHALL ASSUME ALL TANKS TO BE REMOVED ARE
9. THE CONTRACTOR SHALL NOTIFY THE COR 30 DAYS PRIOR TO REMOVAL OF ALL ABOVE GROUND
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
COURSE FOR COMPACTION REQUIREMENTS.
RIGID PAVEMENT BASE COURSE FOR NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE
REFERENCE SPECIFICATION 32 11 16 SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND
SPECIFICATION 31 00 00 EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS.
REQUIRED COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE
CAN EXTEND BEYOND FIVE FEET.
PRESENT WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
SHEETS.
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON DEMOLITION
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
DETAIL ON THIS SHEET.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT. SEE
T J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
XX
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
XX
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
XX
XX
XXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
TO BE REMOVED (TYP.)
TAXIWAY EDGE MARKING
TO BE REMOVED (TYP.)
PARKING POSITION MARKING
TO BE REMOVED (TYP.)
PARKING POSITION MARKING
629.45'
50'
.9
79.98'19.97'120.25'20.06'59.6'
.8
79.1'20.09'120.11'19.91'60.31'
629.45'
120.25'
120.11'
.0
.4
C A
Z
C
A Z
LIGHT (TYP.)
SALVAGE EDGE
PIPE TO BE REMOVED
8" PERFORATED SUBDRAIN
X
X
X
.5
.5
TO BE REMOVED (TYP.)
TAXIWAY CENTERLINE MARKING
TO BE REMOVED (TYP.)
TAXIWAY CENTERLINE MARKING
TO BE REMOVED (TYP.)
TAXIWAY CENTERLINE MARKING
TO BE REMOVED (TYP.)
TAXIWAY EDGE MARKING
REMOVED (TYP.)
MARKING TO BE
TAXIWAY EDGE
248.2'
300'
25'50'
275'
25'
CULVERT TO BE REMOVED
70' x 12" CLASS III RCP
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
.0
300'
C O
N C R E
TE
FUEL SPILL
E L E C
TR
IC
A L
O U
TL
E T
E L E C
TR
IC
A L
O U
TL
E T
B R
A V O
E A S T (C
O N
C R E
TE
B R
A
S T (C
O N
C R E
TE
RISER
WATER
DEMO
SHEETS FOR DETAILS
9634A, SEE AS-BUILT
DEMO BUILDING
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
EDGE LIGHT TO BE SALVAGED AND RE-USED
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.
SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR
EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
BEYOND FIVE FEET.
WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
PLAN SHEETS & THE HANGAR SITE UTILITY DEMOLITION PLAN SHEETS.
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON SITE DEMOLITION
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
SEE DETAIL ON SHEET CD112A.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.
F C
X
C D
C -1 .d
J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
/2
/2
T J
D
T J
D
W C
D
CD123C.1
A R
E A
C .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
XX
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
XX
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
XX
XX
XXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
1C
C
C
TO BE REMOVED (TYP.)
4" STEEL STORM LINE
TO BE REMOVED (TYP.)
24" PVC STORM LINE
TO BE REMOVED (TYP.)
12" PVC STORM LINE
INLET TO BE REMOVED
STORM DRAIN AREA
79.98'19.97'120.25'20.06'59.6'
.3
.7
.8
124.73'
79.1'20.09'120.11'19.91'60.31'
.9
.9
.6
.2
.5
.3
.0
7.98'
250.28'867.31'
.2
288.1'
867.31'
.2
C A
Z
C
A Z
LIGHT (TYP.)
REMOVE EDGE
LIGHT (TYP.)
REMOVE EDGE
X X X
X XX
XX
X
XX
X
X
X
X X
X
X
X
X
XX
PERSONNEL, RELOCATED BY DPW
COORDINATED BY BUTTS AAF
PROPANE TANKS RELOCATION
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
TO BE REMOVED (TYP.)
12" PVC STORM LINE
275'
.0
'A S P
H A L T
4" STEEL
C
.3
D
IA
A R E A
IN
L E T
TO
P
IN
L E T
.3
IN
V
.6
IN
V
.3
IN
V
O U T
S W
.3
C B
" P
VC
C
125.16'
829.38'225.44'62.79'
7.95'
829.46'288.1'
.2
255.95'25'189.77'25'
300'
C O
N C R E
TE
C O
N C R E
TE
C O
N C R E
TE
CONCRETE
FUEL SPILL
E L E C
TR
IC
A L
O U
TL
E T
P R
O P
A N E
TA
N
K
P R
O P
A N E
TA
N
K
E L E C
TR
IC
A L
O U
TL
E T
B R
A V O
E A S T (C
O N
C R E
TE
B R
A
S T (C
O N
C R E
TE
X
REMOVE EX. STORM DRAIN
REMOVE EX. COMM. M.H.
REMOVE EX. ELEC. M.H.
REMOVE EX. COMM. DUCTBANK
REMOVE EX. ELEC. DUCTBANK
REMOVE EX. COMM. DUCTBANK
LINE IN PLACE
ABND WATER
RISER
DEMO WATER
LINE IN PLACE
ABND WATER
FOR DETAILS
SEE AS-BUILT SHEETS
DEMO BUILDING 9635A,
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
40'10'0 20'
SCALE: 1" = 20'
LEGEND:
7" PCC TO BE REMOVED
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
8" ACC TO BE REMOVED
3" ACC TO BE REMOVED
NOTES:
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
8. REFER TO CD200 SERIES SHEETS FOR SITE UTILITY DEMOLITION INFORMATION.
NON-AIRFIELD PAVEMENTS AND 32 11 23 AGGREGATE BASE COURSE FOR COMPACTION REQUIREMENTS.
SUBBASES FOR FLEXIBLE PAVING, 32 11 16.01 SUBBASE AND RIGID PAVEMENT BASE COURSE FOR
EARTHWORK FOR SUBGRADE COMPACTION REQUIREMENTS. REFERENCE SPECIFICATION 32 11 16
COMPACTION OF SUBGRADE AND/OR BASE COURSE MATERIALS. REFERENCE SPECIFICATION 31 00 00
7. HIGH MOISTURE CONTENT SOILS MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED
BEYOND FIVE FEET.
WHERE PAVEMENT OR STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
SHOULD BE ANTICIPATED THAT THESE OR HIGHER MOISTURE CONTENTS IN SOIL WILL BE PRESENT
6. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS GREATER THAN 25%. IT
PLAN SHEETS & THE HANGAR SITE UTILITY DEMOLITION PLAN SHEETS.
5. ALL UTILITIES MARKED FOR REMOVAL SHALL BE REMOVED AS CALLED OUT ON SITE DEMOLITION
CONTRACTOR AT HIS OWN EXPENSE.
BY THE CONTRACTORS OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE
4. ALL PAVEMENT MARKINGS, NOT INDICATED TO BE REMOVED, WHICH ARE REMOVED OR MARRED
3. ALL EXISTING ODD-SHAPED PCC SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
2. ALL ACC REMOVALS SHALL BE INITIATED WITH A SINGLE, FULL DEPTH, VERTICAL SAWCUT.
SEE DETAIL ON SHEET CD112A.
1. ALL PCC REMOVALS SHALL BE INITIATED WITH A DOUBLE, FULL DEPTH, VERTICAL SAWCUT.
F C
X
C D
D -1 .d
J
D A
M N
E W S
H E
E T A
D D
E D
/0
/1
/2
/2
T J
D
T J
D
W C
D
CD123D.1
A R
E A
D .1
O P
T
IO
N A
L A
D D
IT
IO
N A
L D
E M
O L
IT
IO
N
W F -1
-R -0
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
BASIC BID IS REPRESENTED BY HALF TONE.
NOTE:
UP
UP
PLAN NORTH
KEY PLAN
A B C
D E F
X WALL TYPE SEE SHEETS A-410, A-411
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-620
XX VISUAL EQUIPMENT SEE SHEETS A-422
X MATERIAL COLOR/FINISH LOCATION SEE
SHEET A-201 THRU A-208
PM PROJECTOR MOUNT
FSM FLAT SCREEN MONITOR MOUNT
LOUVER SEE-620LX
CJ GWB CONTROL JOINT IN INTERIOR WALLS
FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-733
BLDG
DIR BUILDING DIRECTORY
CG CORNER GUARD
BB BULLETIN BOARD
A-400
B A-303
A-431
A-430
A-206
L
H
G
F
22 24 25 27 30 3321
A-403
A-402
A-402
B A-541
A A-541
C A-544
ALPHA CO. CREW
CHIEF
WORKROOM
BRAVO CO. CREW
CHIEF
WORKROOM
CHARLIE CO.
CREW CHIEF
WORKROOM
ARMS
VAULT/INDIVIDUAL
AIRCRAFT
MOUNTED
WEAPONS
ELECT.
TELECOMM
FACILITY MAINT.
STOR/RECYCLE
MECHANICAL
ROOM
LOBBY STAIR 1
S101CO. D STORAGE
CO. C STORAGE
125CO. B STORAGE
CO. A STORAGE
ELECT.
M
AT
C H
L
IN
E “C
MATCH LINE "C"
100H
S
1B
100B
AIRLOCK
100H
C O
R R
ID
O
R
0G
0J
B2 B2
S
1A
1A
6A
9B
9B
9B
9B
9B
1B
6B
4B
9B
6A
6A
4B
4B
4B
SF-6
6A
6A
1A
7D
7D
6A
6A
1B
7D
7D
MECH
4B
FEC1FEC1
FEC-2
100J
0G
X0
EEWS
4' FLIP UP TOP
IS
SU
E C
O U
N
TE
R
C
7B
C
7A
127A
C
6A
C
6B
126A
C
5B
C
5A
125A
C
4B
C
4A
124A
9B
5 9B
9B
6A
9B
CR
CR
CR
C128
1A
OXYGEN
GENERATION
ROOM
RD
C115 C116
FEC-2
FD
FD
DAY GATE
CORRIDOR
100B
MB MB
MB 6A
FD
FD
FD
9B
C1 C1 C1C1 C1 LC1
AE500
AE500
NBC
127A
NBC
126A
NBC
125A
NBC
124A
9B
9B9B
EEWS
10'-0" ENTRANCE FLOOR MAT - TYP,
SEE INTERIOR DWGS.
2B
9B9B6A 9B9B 9B9B9B9B
1A 6B
6A
120A
LC1
M
AT
C H
L
IN
E “B
C1
D A-464
D A-464
D A-464
SIM.
FEC-2
CONTRACTOR
LOGISTICS
SUPPORT
CONTRACTOR
LOGISTICS
SUPPORT
A-430
ELEVATOR
MACHINE ROOM
TOOL CAGE
C127B
TOOL CAGE
C114
TOOL CAGE
C115
TOOL CAGE
C116
TOOL CAGE
C124ATOOL CAGE
C124B
TOOL CAGE
C125A
TOOL CAGE
C125B
TOOL CAGE
C126A
TOOL CAGE
C126B
TOOL CAGE
C127A
TOOL CAGE
C128
MATCH LINE "C"
A-460
101H
0B
8-12"Wx24"Dx72"H
SINGLE-TIER
LOCKERS
CJ CJ
CJ CJ CJ
CG
CG
CG
CJ CJ
3126 2920
6A
1A
RECYCLE BIN
AREA
CR CR CR
CR
CR CR
CRCRCRCRCR
M
AT
C H
L
IN
E “E
6A
A-610
A-611
BOLLARD
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
1:
: 3
PM
FO
RT
C A
R
SO
N, C
O
LO
RA
D
O
PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
A . P ar ke r
A . P ar ke r
B . G or up
FC
V2
A-
3.
D
W G
F2
-1 0-
A-103
O M
AH
A
D
IS
TR
IC
T O
M
AH
A , N
EB
R
AS
K A
A . P ar ke r
FI
R
ST
F
LO
O
R P
LA
N
A
R
EA
C
A N
N O
TA
T I
VE
4T H
ID
C
AB
, A
TT
K
B N
M A
IN
TE
NA
NC
E
HA
N G
A R
A A -
3- 8'0 4' 16'
HIGH DENSITY MOBILE STORAGE SYSTEM
1/8" = 1'-0"A-103
1 PLAN - FIRST FLOOR - AREA "C"
GENERAL NOTES:
1.SEE A-100 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER
LINE OF THE DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 & A-601 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-610 & A-611 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-620 SHEETS.
6. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE RATED WALLS
AND PARITIONS.
7. SEE A-410 FOR WALL TYPE DETAILS
8. SEE "AE" SHEETS FOR ADDITIONAL PRECAST PANEL DIMENSIONS.
9. PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB
SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF
CEILING FEATURES WHENEVER POSSIBLE.
10. SEE ELECTRICAL SHEET 8/EG-503 FOR GROUND POINT DETAILS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
A
M
G E
N
ER
A L
R E
VI
SI
O N
S
-0 7-
AM
P
A
M
G E
N
ER
A L
R E
VI
SI
O N
S
-2 2-
AM
INSULATED METAL
PANELS TRANSLUCENT INSUL.
PANELS, TYP.
INSULATED METAL
PANELS VERTICAL
OPERABLE, STEEL SLIDING HANGAR DOOR PANELS,
PER DOOR MFR; INSULATED METAL PANEL FACINGS,
PER WALL PANEL MFR (TYP)
PERSONNEL
DOOR IN ROLLING
DOOR PANEL
PERSONNEL
DOOR IN ROLLING
DOOR PANEL
A-708 A
OPERABLE, STEEL SLIDING HANGAR DOOR PANELS,
PER DOOR MFR; INSULATED METAL PANEL FACINGS,
PER WALL PANEL MFR, TYP.
CONT. METAL CAP
CONT. METAL CAP
BARREL VAULTED
SKYLIGHTS, TYP.
CANOPY, TYP.
CANOPY
PRECAST
PANEL
134791725303233 21 2
STEEL FRAMING
8 8 8 8
CANOPY, TYP.
ADMINISTRATIVE AND STAIR
PORTION OF FACILITY BEYOND.
SEE ELEVATION 2 - NORTH PART "B,"
SHEET REF. NO. A207.
BY-PASSING GATES
SECURITY
FENCING
METAL GUTTER
& DOWNSPOUT
'-0
C
LE
AR
O
PE
N
IN
G
'-4
A-708 B
INSULATED METAL
PANELS HORIZONTAL8
2" 12"
ROOF MOUNTED MECH.
EQUIP., SEE MECH. DWGS.
ROOF MOUNTED MECH.
EQUIP., SEE MECH. DWGS.
ROOF MOUNTED MECH.
EQUIP., SEE MECH. DWGS.
15 131831 2629 1120
10'W x 10'H COILING
METAL DOOR COLOR
EXTERIOR METAL
DOOR & FRAME
STORE FRONT
SYSTEM
FIXED WINDOW
W/ ANOD. METAL
FRAMES
SMOOTH FACED FINISH,
ACCENT BAND TYP.
PCP SPLIT FACED,
CMU PATTERN
SINGLE STAGE SOLAR WALL
SYSTEM METAL PANEL FINISH
PCP METAL PANEL
FINISH
FIRE GLASS,
45 MIN. FR
FIXED
TRANSLUCENT
PANELS
W/ ANOD. ALUM.
FRAMES10'W x 10'H
COILING
METAL DOOR
PCP STACKED
CULTURED STONE
DRY STACKED CULTURED
STONE COLUMNS,
ROOF MOUNTED MECH.
EQUIP., SEE MECH DWGS.
FIXED STOREFRONT
WINDOW SYSTEM
MAIN ENTRY
A-203
SMOOTH FACED,
CMU PATTERN,
STORE FRONT
SYSTEM
STORE FRONT
ENTRANCE SYSTEM STORE FRONT
SYSTEM
METAL CANOPY
CONT. METAL CAP
SINGLE STAGE SOLAR WALL SYSTEM
METAL PANEL FINISH
PCP METAL PANEL
FINISH
PCP SMOOTH FACED,
FINISHPCP SMOOTH FACED,
FINISH
SMOOTH FACED,
CMU PATTERN
ROOF ACCESS LADDER
BARREL VAULTED
SKYLIGHTS, TYP.
SPLIT FACED,
FINISH
SMOOTH FACED,
CMU PATTERN
DRY STACKED
CULTURED STONE
SPLIT FACED,
CMU PATTERN,
PC PANEL OPENING
SURROUND SMOOTH FACED
A-400
1 3 4 5.5 6 7 8 9 10 12 14 16 17 19 22 24 25 27 30 33212
CANOPIES BEYOND
PRE-CAST WALL CAP
PRE-CAST WALL CAP
ROOF ACCESS HATCH
W/ GUARDRAIL SYSTEM
10 9
9 2
3 7 10
3 12
THRU-WALL SCUPPER THRU-WALL SCUPPER THRU-WALL SCUPPER
2815.1 3423
FIXED STOREFRONT
WINDOWS SYSTEM
PRE-CAST WALL CAP
1513 18 3126 29
1 SMOOTH FACE 8"x16" 280 PCI COLOR GUIDE SECOND EDITION
2 SPLIT FACE 8"x16" 112 PCI COLOR GUIDE SECOND EDITION
3 SMOOTH FACE 113 PCI COLOR GUIDE SECOND EDITION
4 SMOOTH FACE ANTIQUE WHITE ROBINSON BLOCK
5 METAL POLAR WHITE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
6 STONE DRY STACK LEDGESTONE CHARDONNAY BORAL CULTURED STONE
7 METAL PANEL/LOUVERS COPPER COTE BERRIDGE MFR CO
8 METAL PANEL/LOUVER/WEATHER HOOD, 45° LIGHT STONE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
9 METAL DOOR/LOUVER/WEATHER HOOD, 45° MEDIUM BRONZE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
10 ALUM WINDOWS/STOREFRONT CLEAR ANODIZED AA-M12C22A41
11 EXTERIOR STAINED WOOD REDWOOD SW 3501 SHERWIN WILLIAMS
12 METAL PANEL(PERFORATED) DARK BRONZE BERRIDGE KYNAR 500
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
COLOR LEGEND NOTES:
1. UNLESS OTHERWISE INDICATED EXTERIOR LADDERS , LADDER CAGE, LADDER
SUPPORTS ,CANOPY SUPPORTS, MECHANICAL EQUIPMENT EXPOSED TO VIEW
SHALL MATCH MEDIUM BRONZE COLOR SAME AS MARK 9 ON COLOR FINISH
LEGEND.
2. SURROUNDS AT DOOR AND WINDOWS ARE THE SAME COLOR AS ADJACENT
EMBOSSED MASONRY PATTERNS IN PRECAST CONCRETE PANELS.
3. BARREL VAULT SKYLIGHT TRIM FINISH IS MILL FINISH ALUMINUM. FIXED
TRANSLUCENT WALL PANEL TRIM SHALL BE THE SAME.
4. PVC ROOF SYSTEM SHALL HAVE A SRI OR .78 OR GREATER COLOR SHALL MATCH
SARNAFIL G410 TAN 7101 .
5. ROOF TOP EQUIPMENT COLOR TO MATCH ROOF COLOR.
6. PIPE BOLLARDS SAFETY YELLOW
7. SEE PRECAST PANEL ELEVATIONS DRAWINGS AE-200 THRU AE-209.
8. SEE METAL WALL PANEL PROFILES ON SHEET A-621.
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
1:
: 1
PM
FO
RT
C A
R
SO
N, C
O
LO
RA
D
O
PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
A . P ar ke r
A . P ar ke r
B . G or up
FC
V2
A-
1.
D
W G
F2
-1 0-
A-201
O M
AH
A
D
IS
TR
IC
T O
M
AH
A , N
EB
R
AS
K A
A . P ar ke r
N O
RT
H
A N
D S O
U
TH
E
LE
V A
TI
O N
S
4T H
ID
C
AB
, A
TT
K
B N
M A
IN
TE
NA
NC
E
HA
N G
A R
A A -
1-
3/64" = 1'-0"A-201
1 ELEVATION - NORTH
3/64" = 1'-0"A-201
2 ELEVATION - SOUTH
32'8'0 16'
GENERAL NOTES:
1. SEE A-100 FOR STRUCTURAL GRID DIMENSIONS.
2. SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR
NUMBERS NOT SHOWN ON THE ELEVATIONS.
3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF SKYLIGHTS
AND OTHER ROOF ELEMENTS.
4. SEE A-620 FOR CURTAINWALL, WINDOW, AND GLAZING TYPES.
5. SEE "AE" SHEETS FOR ELEVATION AND SIZE OF OPENINGS IN
PRECAST.GENERAL NOTES:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
A
M
G E
N
ER
A L
R E
VI
SI
O N
S
-2 2-
AM
1ST FLOOR
100'-0"
2ND FLOOR
116'-0"
INSULATED METAL
PANEL,
'-2
FIXED INSULATED
WINDOW UNIT 45 MIN
FR TYP THIS WALL
10'W x 12'H COILING
METAL DOOR
METAL LOUVER,
CONT. METAL CAP,
METAL PANEL
FINISH,
PC SMOOTH FACE CMU
PATTERN,
PC SPLIT FACED,
CMU FINISH
STACKED CULTURED
STONE
FINISH,
METAL CANOPY,
TYP. METAL CANOPY, TYP.
1" STANDING
SEAM METAL
ROOF,
B A-303
CONT. METAL
CAP,
METAL PANEL FINISH,
TRANSLUCENT, BARREL
VAULTED SKYLIGHT, TYP.
SMOOTH FACED,
FINISH
T/PCP
PRECAST PANEL
JOINT, TYP.
ROOF ACCESS
LADDER W/
SAFETY CAGE
METAL DOOR
SMOOTH FACE
PC OPENING
SURROUND
SMOOTH FACED,PC
PC SPLIT FACE PC SMOOTH FACE PC FINISH
L J H G F E D C B A
7 7
9 8
METAL CANOPY
FIN. FLR.
SECURITY FENCING
DOWNSPOUT9DOWNSPOUT 9
PRECAST COPING
B.1C.1D.9
THRU-WALL
OVERFLOW
SCUPPER
T.O.PARAPET
134'-2"
B.O.S.
112'-0 5/8"
T.O.R.
119'-6"
1ST FLOOR
100'-0"
2ND FLOOR
116'-0"
INSULATED METAL
PANEL,
FIXED TRANSLUCENT
PANELS,
10'W x 12'H COILING
METAL DOOR
PCP SMOOTH FACE,
PATTERN,
SPLIT FACED,
CMU PATTERN,
STACKED STONE
PATTERN,
EXTERIOR METAL
DOOR & FRAME,
TYP.
2" STANDING SEAM
METAL ROOF,
TIMBER FRAMING
EXTERIOR METAL
DOOR & FRAME
METAL CANOPY,
TYP.
METAL
CANOPY, TYP.
A A-303
CONT. METAL CAP,
METAL
CAP
PCP METAL PANEL
FINISH,
TRANSLUCENT, BARREL
VAULTED SKYLIGHT, TYP.
T/PCP
PRECAST PANEL
JOINT, TYP.
EXTERIOR METAL
DOOR & FRAME,
TYP.
PCPPCP
JHGFEDCBA
7 3
1 2
PCP SMOOTH FACE,
PATTERN,
'-0
FIN. FLR.
K
SUNSHADE DEVICE
ALL GLASS WINDOW UNITS
3'-4"
PCP SMOOTH
FACE, PATTERN
ROOF, MOUNTED MECH.
EQUIP., SEE MECH. DWGS.
T.O..PARAPET
134'-2"
1 SMOOTH FACE 8"x16" 280 PCI COLOR GUIDE SECOND EDITION
2 SPLIT FACE 8"x16" 112 PCI COLOR GUIDE SECOND EDITION
3 SMOOTH FACE 113 PCI COLOR GUIDE SECOND EDITION
4 SMOOTH FACE ANTIQUE WHITE ROBINSON BLOCK
5 METAL POLAR WHITE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
6 STONE DRY STACK LEDGESTONE CHARDONNAY BORAL CULTURED STONE
7 METAL PANEL/LOUVERS COPPER COTE BERRIDGE MFR CO
8 METAL PANEL/LOUVER/WEATHER HOOD, 45° LIGHT STONE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
9 METAL DOOR/LOUVER/WEATHER HOOD, 45° MEDIUM BRONZE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
10 ALUM WINDOWS/STOREFRONT CLEAR ANODIZED AA-M12C22A41
11 EXTERIOR STAINED WOOD REDWOOD SW 3501 SHERWIN WILLIAMS
12 METAL PANEL(PERFORATED) DARK BRONZE BERRIDGE KYNAR 500
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
COLOR LEGEND NOTES:
1. UNLESS OTHERWISE INDICATED EXTERIOR LADDERS , LADDER CAGE, LADDER
SUPPORTS ,CANOPY SUPPORTS, MECHANICAL EQUIPMENT EXPOSED TO VIEW
SHALL MATCH MEDIUM BRONZE COLOR SAME AS MARK 9 ON COLOR FINISH
LEGEND.
2. SURROUNDS AT DOOR AND WINDOWS ARE THE SAME COLOR AS ADJACENT
EMBOSSED MASONRY PATTERNS IN PRECAST CONCRETE PANELS.
3. BARREL VAULT SKYLIGHT TRIM FINISH IS MILL FINISH ALUMINUM. FIXED
TRANSLUCENT WALL PANEL TRIM SHALL BE THE SAME.
4. PVC ROOF SYSTEM SHALL HAVE A SRI OR .78 OR GREATER COLOR SHALL MATCH
SARNAFIL G410 TAN 7101 .
5. ROOF TOP EQUIPMENT COLOR TO MATCH ROOF COLOR.
6. PIPE BOLLARDS SAFETY YELLOW
7. SEE PRECAST PANEL ELEVATIONS DRAWINGS AE-200 THRU AE-209.
8. SEE METAL WALL PANEL PROFILES ON SHEET A-621.
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
1:
: 4
PM
FO
RT
C A
R
SO
N, C
O
LO
RA
D
O
PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
A . P ar ke r
A . P ar ke r
B . G or up
FC
V2
A-
2.
D
W G
F2
-1 0-
A-202
O M
AH
A
D
IS
TR
IC
T O
M
AH
A , N
EB
R
AS
K A
A . P ar ke r
E A
ST
A N
D W
ES
T
E L
EV
A
TI
O
NS
4T H
ID
C
AB
, A
TT
K
B N
M A
IN
TE
NA
NC
E
HA
N G
A R
A A -
2-
1/16" = 1'-0"A-202
1 ELEVATION - EAST
1/16" = 1'-0"A-202
2 ELEVATION - WEST
32'8'0 16'
GENERAL NOTES:
1. SEE A-100 FOR STRUCTURAL GRID DIMENSIONS.
2. SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR
NUMBERS NOT SHOWN ON THE ELEVATIONS.
3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF SKYLIGHTS
AND OTHER ROOF ELEMENTS.
4. SEE A-620 FOR CURTAINWALL, WINDOW, AND GLAZING TYPES.
5. SEE "AE" SHEETS FOR ELEVATION AND SIZE OF OPENINGS IN
PRECAST.GENERAL NOTES:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
A
M
G E
N
ER
A L
R E
VI
SI
O N
S
-2 2-
AM
STACKED CULTURED STONE
COLUMNS, TYP.
CONTINUOUS, SMOOTH FACED
PC ACCENT BAND, TYP. FINISH MARK 4
PCP SPLIT FACED CMU
FINISH, TYP.
STACKED CULTURED
STONE FINISH, TYP.
TIMBER TRUSS
FABRICATION
1" STANDING SEAM
METAL ROOFING ON
T&G WOOD DECK
UNIT LOGO N.I.C.
FIXED STOREFRONT WINDOWS
W/ ANODIZED METAL FRAMES, TYP.
STOREFRONT W/ MEDIUM
BRONZE, ANODIZED METAL
FRAMES, TYP.
PCP SPLIT FACED CMU
FINISH, TYP.
PCP SMOOTH FACED SURROUND
FINISH, AT PCP OPENINGS
PCP SMOOTH FACED
FINISH, TYP.
PRECAST CONC COPING FINISH MARK 4
'-0
7' -0
METAL WALL PANEL ATTACHED TO FACE OF PCP
SUNSHADE DEVICE TYP.
FINISH MARK 5
1 2
10 10
METAL CAP FLASH ON PRECAST PCP FINISH MARK 7
19 19.1 21
PRECAST CONC COPING
FINISH MARK 4
OVERFLOW
SCUPPER, TYP.
T..O..PARAPET
134'-2"
1 SMOOTH FACE 8"x16" 280 PCI COLOR GUIDE SECOND EDITION
2 SPLIT FACE 8"x16" 112 PCI COLOR GUIDE SECOND EDITION
3 SMOOTH FACE 113 PCI COLOR GUIDE SECOND EDITION
4 SMOOTH FACE ANTIQUE WHITE ROBINSON BLOCK
5 METAL POLAR WHITE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
6 STONE DRY STACK LEDGESTONE CHARDONNAY BORAL CULTURED STONE
7 METAL PANEL/LOUVERS COPPER COTE BERRIDGE MFR CO
8 METAL PANEL/LOUVER/WEATHER HOOD, 45° LIGHT STONE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
9 METAL DOOR/LOUVER/WEATHER HOOD, 45° MEDIUM BRONZE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
10 ALUM WINDOWS/STOREFRONT CLEAR ANODIZED AA-M12C22A41
11 EXTERIOR STAINED WOOD REDWOOD SW 3501 SHERWIN WILLIAMS
12 METAL PANEL(PERFORATED) DARK BRONZE BERRIDGE KYNAR 500
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
COLOR LEGEND NOTES:
1. UNLESS OTHERWISE INDICATED EXTERIOR LADDERS , LADDER CAGE, LADDER
SUPPORTS ,CANOPY SUPPORTS, MECHANICAL EQUIPMENT EXPOSED TO VIEW
SHALL MATCH MEDIUM BRONZE COLOR SAME AS MARK 9 ON COLOR FINISH
LEGEND.
2. SURROUNDS AT DOOR AND WINDOWS ARE THE SAME COLOR AS ADJACENT
EMBOSSED MASONRY PATTERNS IN PRECAST CONCRETE PANELS.
3. BARREL VAULT SKYLIGHT TRIM FINISH IS MILL FINISH ALUMINUM. FIXED
TRANSLUCENT WALL PANEL TRIM SHALL BE THE SAME.
4. PVC ROOF SYSTEM SHALL HAVE A SRI OR .78 OR GREATER COLOR SHALL MATCH
SARNAFIL G410 TAN 7101 .
5. ROOF TOP EQUIPMENT COLOR TO MATCH ROOF COLOR.
6. PIPE BOLLARDS SAFETY YELLOW
7. SEE PRECAST PANEL ELEVATIONS DRAWINGS AE-200 THRU AE-209.
8. SEE METAL WALL PANEL PROFILES ON SHEET A-621.
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
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IS
SU
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A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
1:
: 1
PM
FO
RT
C A
R
SO
N, C
O
LO
RA
D
O
PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
A . P ar ke r
A . P ar ke r
B . G or up
FC
V2
A-
3.
D
W G
F2
-1 0-
A-203
O M
AH
A
D
IS
TR
IC
T O
M
AH
A , N
EB
R
AS
K A
A . P ar ke r
EN
L A
R G
E D E
XT
ER
IO
R
EL
E V
AT
IO
NS
4T H
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C
AB
, A
TT
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B N
M A
IN
TE
NA
NC
E
HA
N G
A R
A A -
3-
1/4" = 1'-0"A-203
1 ENLARGED ELEVATION - MAIN ENTRY
4' 8'0 2'
GENERAL NOTES:
1. SEE A-100 FOR STRUCTURAL GRID DIMENSIONS.
2. SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR
NUMBERS NOT SHOWN ON THE ELEVATIONS.
3. SEE ROOF PLANS FOR SIZES AND LOCATIONS OF SKYLIGHTS
AND OTHER ROOF ELEMENTS.
4. SEE A-620 FOR CURTAINWALL, WINDOW, AND GLAZING TYPES.
5. SEE "AE" SHEETS FOR ELEVATION AND SIZE OF OPENINGS IN
PRECAST.GENERAL NOTES:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
A
M
G E
N
ER
A L
R E
VI
SI
O N
S
-2 2-
AM
A-301
EXTERIOR METAL
DOOR & FRAME
STORE FRONT
SYSTEM
SINGLE STAGE
SOLAR WALL SYSTEM
INSULATED
WINDOW
UNITS,
45 MIN. FR
DRY STACKED
CULTURED STONE
COLUMNS
FIXED STOREFRONT
WINDOWS SYSTEM
PCP SMOOTH
FACED,CMU
PATTERN,MARK-1
FIXED TRANSLUCENT
PANELS W/ ANOD. ALUM.
FRAMES
METAL CAP
PCP SMOOTH FACED,
PCP SPLIT FACED,
M
AT
C H
L
IN
E B
M
AT
C H
L
IN
E B
3 3
STANDING SEAM ROOF
SYSTEM ON WOOD DECK
ON TIMBER TRUSS
PCP METAL PANEL
THRU-WALL
SCUPPER
PRECAST CONC
COPING
CONT. METAL CAP,
A-400
1 3 4 5.5 6 7 8 92
THRU-WALL SCUPPER
MTL WALL CAP
9 9
A-401
B A-540
EXHAUST HOOD,
BEYOND
87 14
SINGLE STAGE
SOLAR WALL SYSTEM
1 SMOOTH FACE 8"x16" 280 PCI COLOR GUIDE SECOND EDITION
2 SPLIT FACE 8"x16" 112 PCI COLOR GUIDE SECOND EDITION
3 SMOOTH FACE 113 PCI COLOR GUIDE SECOND EDITION
4 SMOOTH FACE ANTIQUE WHITE ROBINSON BLOCK
5 METAL POLAR WHITE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
6 STONE DRY STACK LEDGESTONE CHARDONNAY BORAL CULTURED STONE
7 METAL PANEL/LOUVERS COPPER COTE BERRIDGE MFR CO
8 METAL PANEL/LOUVER/WEATHER HOOD, 45° LIGHT STONE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
9 METAL DOOR/LOUVER/WEATHER HOOD, 45° MEDIUM BRONZE ECO-EFFICIENT SIGNATURE 300, KYNAR 500 LOW GLOSS
10 ALUM WINDOWS/STOREFRONT CLEAR ANODIZED AA-M12C22A41
11 EXTERIOR STAINED WOOD REDWOOD SW 3501 SHERWIN WILLIAMS
12 METAL PANEL(PERFORATED) DARK BRONZE BERRIDGE KYNAR 500
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
COLOR LEGEND NOTES:
1. UNLESS OTHERWISE INDICATED EXTERIOR LADDERS , LADDER CAGE, LADDER
SUPPORTS ,CANOPY SUPPORTS, MECHANICAL EQUIPMENT EXPOSED TO VIEW
SHALL MATCH MEDIUM BRONZE COLOR SAME AS MARK 9 ON COLOR FINISH
LEGEND.
2. SURROUNDS AT DOOR AND WINDOWS ARE THE SAME COLOR AS ADJACENT
EMBOSSED MASONRY PATTERNS IN PRECAST CONCRETE PANELS.
3. BARREL VAULT SKYLIGHT TRIM FINISH IS MILL FINISH ALUMINUM. FIXED
TRANSLUCENT WALL PANEL TRIM SHALL BE THE SAME.
4. PVC ROOF SYSTEM SHALL HAVE A SRI OR .78 OR GREATER COLOR SHALL MATCH
SARNAFIL G410 TAN 7101 .
5. ROOF TOP EQUIPMENT COLOR TO MATCH ROOF COLOR.
6. PIPE BOLLARDS SAFETY YELLOW
7. SEE PRECAST PANEL ELEVATIONS DRAWINGS AE-200 THRU AE-209.
8. SEE METAL WALL PANEL PROFILES ON SHEET A-621.
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
1:
: 4
PM
FO
RT
C A
R
SO
N, C
O
LO
RA
D
O
PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
A . P ar ke r
A . P ar ke r
B . G or up
FC
V2
A-
4.
D
W G
F2
-1 0-
A-204
AR
EA
"A
O M
AH
A
D
IS
TR
IC
T O
M
AH
A , N
EB
R
AS
K A
A . P ar ke r
E N
LA
R G
ED
S O
U
TH
E
LE
V A
TI
O N
4T H
ID
C
AB
, A
TT
K
B N
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