Am_0001-Vol1_Drawings.pdf
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- Attached to
- Maintenance Hangar -Fort Carson, CO Federal contract opportunity
- Solicitation number
- W9128F-16-R-0067
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Amendment 0001 VOL 1 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F-16-R-0067_Amend_0009.pdf | ||
| Am_0008.pdf | ||
| Am_0007-Drawings.pdf | ||
| Am_0007.pdf | ||
| Am_0006.pdf | ||
| Am_0006-Drawings.pdf | ||
| Am_0005-Drawings.pdf | ||
| Am_0005.pdf | ||
| Am_0004-Drawings.pdf | ||
| Am_0004.pdf | ||
| Am_0003.pdf | ||
| Am_0003-Drawings.pdf | ||
| FCX7_CADD_Files.zip | ZIP file | |
| 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 | ||
| FCX7_Advertisement_Vol._1.PDF | ||
| FCX7_Advertisement_Vol._1.PDF.7z | 7Z file | |
| FCX7_Advertisement_Vol._3.pdf | ||
| FCX7_Advertisement_Vol._2.pdf | ||
| Specs_W9128F-16-R-0067.pdf |
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C O
N C R E
TE
FUEL SPILL
PROTECTION
STRUCTURE
8' CHAIN LINK
F C
F C
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GUARDRAIL
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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
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X X
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A
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KEY PLAN SCALE: 1" = 500'
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'
CULVERT TO BE REMOVED
70' x 12" CLASS III RCP
N 1,309,944.95
E 3,209,606.56
N 1,309,922.18
E 3,209,618.86
REMOVE GUARDRAIL
REMOVE ELEC. POWER BOX
REMOVE ELEC. UTILITY LINES
REMOVE ELEC. UTILITY LINES
ASPHALT SHOULDER
SAWCUT AND REMOVE
CONCRETE HARDSTAND
DOUBLE SAWCUT AND REMOVE
HARDSTAND
CONCRETE
AND REMOVE
DOUBLE SAWCUT
SEE SHEET ES112A
TAXIWAY EDGE LIGHT.
SALVAGE ELEVATED
REMOVE AND
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
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B R
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T
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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
NOT TO SCALE
DOUBLE SAWCUT DETAIL
FULL-DEPTH (TYP.)
SECOND VERTICAL SAWCUT,
FULL-DEPTH (TYP.)
SAWCUT ALONG JOINT
FIRST VERTICAL
T O R
E M
A
IN
E X
IS
T
IN
G S
L A
B S
T O R
E M
A
IN
E X
IS
T
IN
G S
L A
B S
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.
F C
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GUARDRAIL GUARDRAIL
B L
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2 3
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A
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D A
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M A
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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
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DC
A B
DC
A B
DC
A B
DC
A B
DC
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DC
B
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A
A B
DC
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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
XXXXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
79.98'19.97'120.25'20.06'59.6'
.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'
HH2
EMH66
SW24
BOXPAD MTD.
(SW0216)
SW10
C
C
C
C
C
C
C
C2
829.38'225.44'62.79'
12.62'
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
ASPHALT ACCESS DRIVE
SAWCUT AND REMOVE
GUTTER
CURB &
CONC.
REMOVE
PAVING
ASPHALT
REMOVE
AND
SAWCUT
SEE AS-BUILT SHEETS FOR DETAILS
9611 AND ASSOCIATED EQUIPMENT,
DEMOLISH AND REMOVE BUILDING
SHEETS FOR DETAILS
BUILDING 9600, SEE AS-BUILT
DEMOLISH AND REMOVE
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
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A H
A D
IS
T R
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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
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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
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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
XXXXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
SW9
EMH40
HH2
C
C
1C C2
5843584458455847
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
S
X
W
W
W
W
C O
C O S
E
E
S
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
S
TE
C P
TE
S T
S A N
IT
A
N
H O L E
R
IM
.5
IN
V
.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
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
(1
L L O
N
D
IE
S E L
F U E L
TA
N K
S O
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
XXXXXXXXXXXXXXXXXXXXXXXX
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.)
EMH41
SW11
HH3
(V0009)
EMH65
(SW0214)
SW23
(V0008)
EMH42
(V0031)
EMH43
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
I
5837583
5839 5 9 5839
58405840
CO
FENCE
DEMO EXIST
DRIVE
ASPHALT
DEMO EX.
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
STEAM LINES
REMOVE EX.
CONC. SIDEWALK
SAWCUT AND REMOVE
ASPHALT PAVING
SAWCUT AND REMOVE
SIDEWALK
REMOVE
FENCING
AIRFIELD
REMOVE EX.
BOLLARDS
REMOVE
TREE TYP.
REMOVE
SHEETS FOR DETAILS
BUILDING 9601, SEE AS-BUILT
DEMOLISH AND REMOVE
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
"I
W
"F
24"F 24"F
24"F
G
"G
" G
6" G
3" G
6" G
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B O
X
D E C
ID
G U
N F
IG
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C A F E
S S
S
C B
C B
C B
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OC
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C B
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TR
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IN
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IN
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V
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IN
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IN
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TO
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IN
V
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IN
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IN
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IN
V
IN
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C A
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TA
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G P S
C
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R D
IN
A
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R E
P R
O V
ID
E D
D E C
ID
D E C
ID
D E C
ID
R O
C K
B L O
C K
W A L L
A .C
U N
IT
D E C
ID
D E C
ID
D E C
ID
A .C
U N
IT
C O
N
IF
C O
N
IF
D E C
ID
D E C
ID
D E C
ID
E L E C
TR
A N S
B L O
C K
W A L L
B O L L A R
D S
A .C
U N
IT
D E C
ID
D E C
ID
D E C
ID
D E C
ID
D E C
ID
C O
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F L
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F A C
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P
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T
B
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P
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L E T=
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IN
V
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S W .4
D
BLDG 9612
1 STORY (BRICK)
S O
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
XXXXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
(SW0211)
SW12
EMH57
(V0031)
EMH43
C
C
7.95'
829.46'288.1'
5836 5837
LIGHT IN PLACE
PROTECT STREET
LIGHT IN PLACE
PROTECT STREET
INLET IN PLACE
PROTECT CURB
REMOVE TREES TYP.
TREE
REMOVE
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
"F
"G
B L D
G s t
A V
IA
TI
O
N
D E
TA
C H
M E N T
P
24" RCP
12" CLAY
12" PVC
M W
M W
M W
C O
W
M W
M W
M W
G
M W
M W
M W
M W
X
M W
M W
M W
C O
I
C O
N C R E
TE
H E A D
W A L L
S
IR
E N L
IG
H T
TO
W
E R
SON TAY ROAD (ASPHALT)
(1
L L O
N
O N
C
O N
C
P A D
C P
TE
S T
F U E L
TA
N K S (2
S T E
E S
T E
E
U S
IL
TA
N K
(5
L L O
N
N O
P A R
K
IN
G
N O
P A R
K
IN
G
N O
P A R
K
IN
G
B O L L A R
D S
B O L L A R
D S
C O
N C R E
TE
S
TE
P S
C P
TE
S T
R E S E R
V E D
P A R
K
IN
G
R E S E R
V E D
P A R
K
IN
G
N O
P A R
K
IN
G
S A N
IT
A
N
H O L E
R
IM
.2
IN
V
O U T
S E
.1
IN
V
.2
A S P
H A L T
M W
M W
M W
WW W
W
W
S
PP
S O
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
XXXXXXXXXXXXXXXXXXXXXXXX
X X
XX
XX
KEY PLAN SCALE: 1" = 500'
7.98'
250.28'867.31'
829.38'
48.05'
.9
.5
.3
SEE AS-BUILT SHEETS FOR DETAILS
BUILDING 9604 TO BE DEMOLISHED
.5
.5
HOLE (TYP.)
REMOVE HAND
C
U L
UG
UGC
UL
2P
1C
C
C
XX XX
X X
X X
X X
X X
"F
W
"I
W "I
W
"IW
6"FW
CO
7.95'
829.46'288.1'
DEMO EXIST SIGN
DEMO EXIST SIGN
DEMO EXIST SIGN
EXIST SIGN
DEMO
ASPHALT PAVING
REMOVE EXIST
CURB & GUTTER
REMOVE CONC.
CURB & GUTTER
REMOVE CONC.
ASPHALT PAVING
REMOVE EXIST
CURB & GUTTER
REMOVE CONC.
CONC. SIDEWALK
DEMO EXIST
GUTTER
CONC. CURB &
REMOVE EXIST
ACCESS DRIVE
REMOVE CONC.
SAWCUT
FULL DEPTH
FENCE
REMOVE EXIST
N 1,308,594.82
E 3,210,473.05
N 1,308,572.97
E 3,210,493.61
BOX IN PLACE
PROTECT COMM.
CURB & GUTTER
REMOVE CONC.
EXIST SIGN
DEMO
SITE VEG
REMOVE EXIST
W89MW13
W89MW16
W89MW17
W89MW14
W89MW06
W89MW15
W89MW08
W89MW10
W89MW04
W89MW03
W89MW3R
W89MW05
W89MW07
W89MW09A
W89MW11
W89MW05R
BOLLARD (TYP.)
DEMO EXIST.
REMOVAL WITH DPW (1,000 GAL.)
CONC. PAD COORDINATE
DEMO EXIST. USED OIL TANK &
50,000 LBS EACH
DPW (2 @ 5200 GAL.) APPROX.
COORDINATE REMOVAL WITH
CONC. FUEL DEMO EXIST.
N 1,308,642.16
E 3,210,292.81
N 1,308,627.60
E 3,210,306.52
X
SHEETS FOR DETAILS
SEE AS-BUILT
DEMOLISHED
BUILDING 9609 TO BE
MW
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
F C
X
C D
A .d g n
40'10'0 20'
SCALE: 1" = 20'
B N J
/0
/2
F -1
-1
B M
G
B M
G
M A
H
CD114A
A R
E A
A
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
S
IT
E D
E M
O L
IT
IO
N P
L A
N
NOTES:
W F -1
-R -0
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
REPLACEMENT/ABANDOMENT REQUIREMENTS OF EXISTING MONITORING WELLS)
(NOTE: SEE SPECIFICATION SECTION 33 24 00 FOR PROTECTION, MODIFICATION, AND/OR
MONITORING WELL
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
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.
T J
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/0
/1
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
S O
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
XXXXXXXXXXXXXXXXXXXXXXXX
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
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
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
300'
25'50'
25'
CULVERT TO BE REMOVED
70' x 12" CLASS III RCP
AND CABLES (TYP.)
REMOVE CONDUIT
AND CABLES (TYP.)
REMOVE CONDUIT
.0
N 1,309,961.58
E 3,209,660.69
N 1,309,969.63
E 3,209,632.77
N 1,309,944.95
E 3,209,606.56
N 1,309,940.73
E 3,209,674.51
N 1,309,922.46
E 3,209,691.76
RISER
WATER
DEMO
ASPHALT SHOULDER
SAWCUT AND REMOVE
CONCRETE HARDSTAND
DOUBLE SAWCUT AND REMOVE
SEE SHEET ES112A
TAXIWAY EDGE LIGHT.
SALVAGE ELEVATED
REMOVE AND
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
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
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
S O
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
XXXXXXXXXXXXXXXXXXXXXXXX
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
.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
125.16'
829.38'225.44'62.79'
.2
300'
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
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A
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T E
N A
N C
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A N
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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
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
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IDENTIFICATION
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®of Engineers
US Army Corps of Engineers
US Army Corps
A R
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8 - 12 INCHES
NOTES:
NOT TO SCALE
INSTALLATION DETAIL
SUBGRADE REINFORCEMENT
GEOGRID
ANCHOR TRENCH
BASE COURSE
FIRST LIFT OF
SHALLOW ANGLE
BE VERTICAL, STEEP, OR
TRENCH SIDESLOPES CAN
SMOOTHED SUBGRADE
BY THE CONTRACTING OFFICER REPRESENTATIVE.
6. ALTERNATIVE MATERIALS AND PROCEDURES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL
8 INCHES OF COVER MATERIAL.
TRACKED VEHICLES ARE PROHIBITED FROM OPERATING ON THE GEOGRID AREA WITHOUT AT LEAST
IN STRAIGHT LINES AND LOW SPEEDS; TURNING AND SPEED GREATER THAN 10 MPH ARE NOT ALLOWED.
5. EQUIPMENT ON EXPOSED GEOGRID IS TO BE RESTRICTED TO LIGHT WHEELED VEHICLES OPERATING
REQUIREMENTS. THE SAME MINIMUM LIFT THICKNESS APPLIES.
MAY BE USED IN ITS STEAD. AGGREGATE SHALL BE COMPACTED ACCORDING TO SPECIFICATION
NOT LESS THAN 90% PASSING THE 1-INCH SIEVE, AND NOT MORE THAN 25% PASSING THE NO. 8 SIEVE
GRANULAR MATERIAL COMPOSED OF DURABLE CRUSHED STONE WITH A MAXIMUM SIZE OF 2-INCHES, IF AGGREGATE BASE COURSE IS NOT A COMPONENT OF THE PAVEMENT SECTION A LESS EXPENSIVE
THICK OVER THE TOP AND COMPACTED ACCORDING TO SPECIFICATION REQUIREMENTS.
4. A LAYER OF AGGREGATE BASE COURSE SHALL BE PLACED IN A SINGLE LIFT AT LEAST 8 INCHES
GEOGRID IS REQUIRED.
THE CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE THE AREA OR AREAS WHERE
GEOGRID MAINTAINED IN A TAUT CONDITION DURING PLACEMENT OF THE OVERLYING AGGREGATE.
MATERIAL ARE TO BE RESTRAINED IN AN ANCHOR TRENCH AS SHOWN IN THE DETAIL AND THE
OR AS RECOMMENDED BY THE MANUFACTURER, WHICHEVER IS GREATER. THE EDGES OF THE
IF PRESENT. OVERLAPS BETWEEN GEOGRID ROLLS OR PIECES SHALL BE AT LEAST 18 INCHES
OR PUCKERS, WITH THE MACHINE DIRECTION COINCIDING WITH THE DIRECTION OF TRAFFIC
3. GEOGRID SHALL BE PLACED DIRECTLY ON THE EXPOSED SUBGRADE WITH NO WRINKLES
ACCORDING TO THE MANUFACTURER’S DIRECTIONS WITH WRITTEN APPROVAL FROM COR.
THE GEOGRID SHALL BE PLACED ACCORDING TO THE DIRECTIONS CONTAINED HERE; OR
IN THE CROSS DIRECTION. THE APERTURE SIZE SHALL BE BETWEEN 0.75 AND 1.0 INCH.
ULTIMATE TENSILE STRENGTH OF 850 POUNDS IN THE MACHINE DIRECTION AND 1300 POUNDS
2. SUBGRADE REINFORCEMENT SHALL CONSIST OF A BI-AXIAL GEOGRID WITH A MINIMUM
SUBGRADE IS FIRM AND COMPETENT.
CONTRACTING OFFICER REPRESENTATIVE. GEOGRID SHALL NOT BE PLACED WHEN THE
BE PLACED WHEN RUTTING EXCEEDS THE PERMISSIBLE LIMIT AS DETERMINED BY THE
DISPLAYS RUTTING OR INSTABILITY BEYOND THAT ALLOWABLE FOR PAVING. GEOGRID SHALL
THE CONTRACTOR TO PROPERLY PREPARE THE SUBGRADE AS PER SPECIFICATIONS, STILL
1. THIS DETAIL APPLIES TO PAVEMENT SUBGRADE THAT, DESPITE THE BEST EFFORTS OF
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SHEET
D A
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US Army Corps
A R
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UNAFFECTED BY NEW WORK UNO.
AND SWITCH. MH-MOUNTED SWITCH
EXISTING ELECTRIC MANHOLE (EMH)
NOTED. "10E": EXISTING CIRCUIT 10.
UNAFFECTED BY NEW WORK UNLESS OTHERWISE
EXISTING UNDERGROUND CABLE-IN-CONDUIT.
EXISTING PAD MOUNTED TRANSFORMER. CCB
BLDG 9612
(TR0863)
(TR0858)
(TR0862)
(V0010)
(V0009)
(SW0214)
(SW0211)
(V0008)
(V0010)
(V0011)
(V0026)
(V0034)
(TR0861)
(TR0864)
(SW0215)
10(E)
(E
A B
A N
D O
N E
D
EMH41
HH3
HH2
EMH40
ABANDONED
BLDG 9634A BLDG 9635A
BLDG 9601
BLDG
BLDG 9600
BLDG 9611
BLDG 9610
LEGEND:
EXISTING S&C PMH MV SWITCH.
EXISTING S&C PMH MV SWITCH TO BE REMOVED.
EXISTING PAD MOUNTED TRANSFORMER TO BE REMOVED.
EXISTING ELECTRIC MANHOLE TO BE REMOVED.
CABLE PULLING AND SPLICING.
EXISTING ELECTRIC MANHOLE USED FOR
10(E)
(TR0865)
ALL CABLES AND ABANDON CONDUIT.
REMOVED. CONTRACTOR SHALL CUT AND CAP AND REMOVE
EXISTING UNDERGROUND CABLE-IN-CONDUIT TO BE
(V0007)(SW0216)
(V0032)
(V0006)
ONE-LINE DIAGRAM (DEMO)
FOR REMOVAL OR ABANDONMENT UNDER THIS PROJECT.
DAMAGE CAUSED TO STRUCTURES OR EQUIPMENT NOT INDICATED
SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL REPAIR ANY
INDICATED FOR REMOVAL OR ABANDONMENT UNDER THIS CONTRACT
3. ANY DUCTBANK, MANHOLE OR OTHER PIECE OF EQUIPMENT NOT
PLACE UNTIL DEMOLITION HAS BEGUN ON BUILDINGS 9634A AND 9635A.
9635A. ALL LINES FEEDING THIS EQUIPMENT SHALL ALSO BE LEFT IN
AND ACTIVE UNTIL DEMOLITION HAS BEGUN ON BUILDINGS 9634A AND
AND TRANSFORMERS TR0864 AND TR0865 SHALL REMAIN IN PLACE
2. ELECTRICAL VAULTS V0010 AND V0026 AS WELL AS SWITCH SW0215
THROUGH THE COR TO CONFIRM BUILDING VACANCY.
CONTRACTOR SHALL COORDINATE WITH THE FIRE STATION CHIEF
UNTIL TENANTS OF BUILDING 9600 HAVE VACATED THE FACILITY.
1. TRANSFORMERS TR0863 AND TR0858 SHALL REMAIN OPERATIONAL
NOTES:
O
A M N
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/0
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DEMOLITION.
ROUTED THROUGH BLDG 9610 WILL NOT BE IMPACTED BY BLDG 9610
COR THAT ALL AIRFIELD CIRCUITS CURRENTLY POWERED BY OR
DEMOLITION OF BLDG 9610 SHALL NOT OCCUR UNTIL NOTIFIED BY THE
DIFFERENT PROJECT. DISCONNECTION OF THE WINDCONE AND
FROM THE EXISTING BLDG 9610 AND WILL BE REMOVED BY A
RE-ROUTED BY A DIFFERENT PROJECT. THE WINDCONE IS POWERED
TAXIWAY B1 IS POWERED FROM A DIFFERENT BUILDING AND WILL BE
ROUTED THROUGH THE EXISTING LIGHTING VAULT (BLDG 9610).
8. TWO CIRCUITS (TAXIWAY B1 AND WINDCONE) ARE CURRENTLY
CONTRACTOR SHALL REMOVE BOXPAD.
BOXPAD COVERED PRIOR TO START OF CONSTRUCTION.
7. BOXPAD MOUNTED SWITCH IS ASSUMED TO BE REMOVED AND
COMPARTMENT OF EXISTING SWITCH SW0215.
TRANSFORMER SERVING BUILDING IS FED FROM A FUSED
DISCONNECTING ELECTRICAL FEED TO THE BUILDING. EXISTING
BUILDING HAS BEEN VACATED AND DECOMMISSIONED PRIOR TO
6. CONTRACTOR SHALL COORDINATE THROUGH THE COR TO VERIFY
REMAINDER OF EXISTING DUCTBANK.
V0009 ARE TO BE REMOVED BY OTHERS. CONTRACTOR SHALL REMOVE
5. PORTION OF ELECTRICAL CABLES AND DUCTBANK NEAREST TO
BY OTHERS.
4. ELECTRICAL MANHOLE/SWITCH TO BE REMOVED CONCURRENTLY
DECOMMISSIONED. ALSO, SEE NOTE 2.
BUILDING IS COMPLETE AND BUILDING 9610 HAS BEEN
SHALL REMAIN OPERATIONAL UNTIL THE NEW AIR NAVIGATION
WHICH FEEDS BUILDING 9610 IS UNKNOWN. TRANSFORMER TR0864
3. THE SECONDARY CONDUCTOR ROUTING OF TRANSFORMER TR0864
DEMOLITION OF ALL BUILDINGS.
PN71221). CONTRACTOR SHALL REMOVE CABLES UPON COMPLETING
INSTALLED BY FIRE STATION (CONCURRENT CONSTRUCTION -
2. TEMPORARY DIRECT BURIED CABLES ARE TO BE CONCURRENTLY
OTHERS.
1. ELECTRICAL DUCTBANK TO BE REMOVED CONCURRENTLY BY
KEYED NOTES:
O P
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SUPPLEMENTAL FIRE ALARM LEGEND
ACU
FACP
FAA
EPO
FSCP
MANUAL FIRE ALARM PULL STATION (HANGAR BAY PULL STATIONS SHALL HAVE TAMPER COVER)
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE, CEILING OR PENDANT MOUNTED. "A"=AMBER, "B"=BLUE, AND
"C"=CLEAR.
FIRE ALARM CONTROL PANEL
MASS NOTIFICATION AUTONOMOUS CONTROL UNIT
SMOKE DETECTOR. THE LETTER "I" OR "P", IF PRESENT, STIPULATES IONIZATION OR PHOTOELECTRIC TYPE. "D" STIPULATES A DUCT TYPE SMOKE DETECTOR. WHERE DUCT DETECTORS ARE SHOWN IN PAIRS, LOCATIONS ARE IN SUPPLY AND RETURN DUCTS. A SINGLE DETECTOR WOULD BE INSTALLED IN THE SUPPLY DUCT IS THE LOCATION IS
NOT OTHERWISE INDICATED.
HEAT DETECTOR. UNDIFFERENTIATED SYMBOL INDICATES FIXED TEMPERATURE OR COMBINATION F.T. AND RATE OF RISE TYPE, SEE SPECS. "CR" INDICATES COMPENSATED RATE ("RATE ANTICIPATION") TYPE WITH TUBULAR SENSING ELEMENT REQUIRED. TEMPERATURE RATING AND SPACING AS INDICATED IN SPECIFICATION 28 31 76. LOCATE ON UNDERSIDE OF ROOF. DETECTORS PROVIDE HEAT DETECTION OF THE HANGAR BAY TO ACTIVATE THE PRE-ACTION SPRINKLER SYSTEM. VERIFY THE DETECTOR RESPONSE SETTING BY AN APPROVED TEST METHOD AFTER
INSTALLATION.
HVAC SHUTDOWN SWITCH (EPO). LOCATED EITHER IN OR ADJACENT TO LOC. PROVIDE SIGNAGE ON THE OUTSIDE OF ENCLOSURE INDICATING "HVAC EMERGANCY SHOTDOWN" PER UFC 4-021-01. PROVIDE WITH BREAK- TO-OPERATE/TAMPER RESISTANT SWTICH THAT CANNOT BE ACCIDENTALLY PUSHED. SEE MECHANICAL PLANS.
REMOTE ANNUNCIATOR PANEL
POST INDICATOR VALVE (FURNISHED UNDER OTHER SECTIONS).
FIRE ALARM/MASS NOTIFICATION STROBE, CEILING OR PENDANT MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
BOTH "A" AND "C" = ONE OF EACH.
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE, WALL MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
TAMPER SWITCH (FURNISHED UNDER OTHER SECTIONS)
FLOW SWITCH (FURNISHED UNDER OTHER SECTIONS)
REMOTE LOCAL OPERATING CONSOLE WITH MICROPHONE AND SWITCHES TO ACTUATE PRE-RECORD MESSAGES.
FOAM SYSTEM DETECTION AND CONTROLS PANEL
LOC
F
FO
FO
MANUAL FOAM ABORT STATION. DEAD MAN TYPE WITH CLEAR TAMPER COVER.
MANUAL FOAM DISCHARGE STATION
FIRE ALARM/MASS NOTIFICATION STROBE, WALL MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR. BOTH "A" AND
"C" = ONE OF EACH.
I
DP
CR
CARBON MONOXIDE DETECTORCO
S CA
S CA
A C
A C
S FIRE ALARM/MASS NOTIFICATION SPEAKER, CEILING OR PENDANT MOUNTED.
S FIRE ALARM/MASS NOTIFICATION SPEAKER, WALL MOUNTED.
FIRE ALARM/MASS NOTIFICATION STROBE IN WEATHERPROOF ENCLOSURE, WALL MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR. BOTH "A" AND "C" = ONE OF EACH.
A C
FIRE ALARM/MASS NOTIFICATION SPEAKER IN WEATHERPROOF ENCLOSURE, WALL MOUNTED.
WALL MOUNTED LOUDSPEAKER. SUBSCRIPT "WP" INDICATES RATED FOR WEATHERPROOF (OUTDOOR)
LOCATIONS.
WP
LOUDSPEAKER, CEILING OR PENDANT MOUNTED.
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE IN WEATHERPROOF ENCLOSURE, WALL MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR. BOTH "A" AND "C" = ONE OF EACH.
A C
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE IN WEATHERPROOF ENCLOSURE, CEILING OR PENDANT
MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR. BOTH "A" AND "C" = ONE OF EACH.
A C
FIRE ALARM/MASS NOTIFICATION STROBE IN WEATHERPROOF ENCLOSURE, CEILING OR PENDANT MOUNTED.
"A"=AMBER, "B"=BLUE, AND "C"=CLEAR. BOTH "A" AND "C" = ONE OF EACH.
A C
INFRARED LOW-LEVEL OPTICAL FIRE DETECTOR. THE OPTICAL FIRE DETECTORS AND ASSOCIATED CONTROLS, INFRASTRUCTURE, AND TESTING ARE PART OF THE "BID OPTION: FOAM PUMPS".IR
SUPERVISORY SWITCH - HIGH AND LOW AIR PRESSURE SWITCH FOR PRE-ACTION AIR COMPRESSOR
(FURNISHED UNDER OTHER SECTIONS)
FAT FIRE ALARM TRANSCEIVER
WATER FLOW INDICATOR HORN/STROBE AT FIRE DEPARTMENT CONNECTIONWFI
CM SHUNT TRIP CONTROL MODULE
F
F
JPCP JOCKEY PUMP CONTROL PANEL
REMOTE TEST STATION WITH INDICATOR LIGHT FOR EACH DUCT SMOKE DETECTOR. LOCATE AT 6'-0" AFF.RTS
FIRE ALARM ANTENNA
R CONTROL RELAY MODULE
M ADDRESSABLE MONITOR MODULE
C ADDRESSABLE CONTROL MODULE
AUTOMATIC FLOW VALVE/RELEASING SOLENOIDSOV
WEATHERPROOF DEVICE AND BACKBOXWP
PS
DELUGE RELEASE DISABLE SWITCH LOCATED INSIDE FSCP. SWITCH SHALL DISABLE THE FOAM RELEASE FUNCTION OF THE PANEL WHILE LEAVING ALL DETECTION AND OTHER FUNCTIONS OF THE PANEL OPERATIONAL.
DL
REMOTE POWER SUPPLY. SHALL BE LOCKABLE. TAMPER SWITCH NOT REQUIRED. IF RPS IS PROVIDED ABOVE GYPSOM BOARD CEILING, PROVIDE CEILING ACCESS PANEL. SEE GENERAL NOTES (THIS SHEET).
RPS
DELUGE VALVE RELEASE PANELDVRP
ISO ISOLATION
H
FPC FOAM CONCENTRATE PUMP CONTROLLER (BID OPTION: FOAM PUMPS)
FIRE ALARM/MASS NOTIFICATION ROTATING BEACON, CEILING OR PENDANT MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
B
FIRE ALARM/MASS NOTIFICATION ROTATING BEACON IN WEATHERPROOF ENCLOSURE, WALL MOUNTED.
"A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
B
FIRE ALARM/MASS NOTIFICATION ROTATING BEACON IN WEATHERPROOF ENCLOSURE, CEILING OR PENDANT
MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
FIRE ALARM/MASS NOTIFICATION ROTATING BEACON, WALL MOUNTED. "A"=AMBER, "B"=BLUE, AND "C"=CLEAR.
B
B
SHEET
IDENTIFICATION
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#GENERAL FIRE ALARM NOTES:
(APPLICABLE TO ALL FA SHEETS; SEE FA500 SERIES SHEETS FOR ADDITIONAL NOTES)
1. THESE DOCUMENTS DEPICT A PERFORMANCE LEVEL ENGINEERING DESIGN LAYOUT TO BE UTILIZED AS GUIDANCE FOR THE PLANNING OF THE FIRE ALARM/MASS NOTIFICATION AND FOAM CONTROL SYSTEMS BY THE CONTRACTOR. LAYOUT IS GENERIC AND NOT MANUFACTURER-SPECIFIC. SCHEMATIC DRAWING IS INCOMPLETE WITH SOME DEVICES NOT SHOWN OR SEVERAL DEVICES REPRESENTING MORE. PROVIDE COMPLETE DOCUMENTS FOR REVIEW AND APPROVAL FROM THE ENGINEER AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. INCLUDE IN THE SHOP DRAWINGS AND CALCULATIONS ANY ADDITIONAL EQUIPMENT NECESSARY, INCLUDING INITIATING DEVICES AND NOTIFICATION APPLIANCES, TO PROVIDE A COMPLETE INSTALLATION. PROVIDE DEVICES NOT SHOWN FOR A COMPLETE FUNCTIONAL SYSTEM LIMITED TO ADDRESSABLE MONITOR MODULES FOR ALL DEVICES THAT DO NOT HAVE ADDRESS AND CONTROL MODULES TO CONTROL AUXILIARY DUNCTIONS.
PROVIDE A COMPLETE COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM, AND SEPARATE FOAM RELEASE AND CONTROL SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72-2010, UFC 3-600-01, UFC 4-021-01, ADA/ABA, ETL 02-15, THE SPECIFICATIONS, AND LOCAL CODES AND AMENDMENTS (INCLUDING CHAPTER
7 OF THE FORT CARSON DESIGN GUIDE).
1A. "BID OPTION: FOAM PUMPS" INCLUDES SATISFYING REQUUIREMENTS OF USACE ECB 2015-17 WHICH ARE ABOVE AND BEYOND THE REQUIREMENTS LISTED IN GENERAL
FIRE ALARM NOTE 1.
2. PROVIDE BACKBOX AT EACH SPEAKER, STROBE, AND SPEAKER/STROBE LOCATION.
3. HANGAR BAY SHALL BE CONSIDERED A LARGE, CAVERNOUS SPACE.
4. UNLESS OTHERWISE NOTED, ALL NON-DUCT SMOKE DETECTORS ARE MOUNTED AT FINISHED CEILING.
5. RUN ALL WIRING IN MINIMUM 3/4" CONDUIT PAINTED RED WHERE EXPOSED AND LABELED EVERY 10 FEET WITH "FACP", "FSCP", OR "MNS."
6. MOUNT ALL WALL-MOUNTED NOTIFICATION APPLIANCES WITH THE BOTTOM OF THE STROBE LENS AT 80" AFF, OR 6" BELOW THE CEILING (WHICHEVER IS LOWER) U.O.N.
7. MOUNTING OF DEVICES SHALL COMPLY WITH NFPA AND ABA/ADA REQUIREMENTS U.O.N. MOUNT THE OPERABLE PART OF MANUAL PULL, FOAM DISCHARGE, AND
ABORT STATIONS AT 48" AFF.
8. PROVIDE POWER LIMITED CIRCUITS.
9. DO NOT LOCATE DETECTORS IN DIRECT AIR OR CLOSER THAN 3 FEET FROM AN AIR SUPPLY OR RETURN DIFFUSER.
10. PROVIDE 16 AWG MINIMUM INITIATING DEVICE AND SIGNALING LINE CIRCUITS.
11. PROVIDE 14 AWG MINIMUM NOTIFICATION APPLIANCE CIRCUITS.
12. PROVIDE CLASS A SIGNALING LINE CIRCUITS, CLASS A INITIATING DEVICE CIRCUITS, AND CLASS A NOTIFICATION APPLIANCE CIRCUITS FOR THE FIRE ALARM, FOAM
CONTROL, AND MASS NOTIFICATION SYSTEMS.
13. PROVIDE AN INTELLIGENT, ADDRESSABLE COMBINATION FIRE ALARM/MASS NOTIFICATION CONTROL PANEL (FACP) AND SEPARATE FOAM SYSTEM RELEASE CONTROL PANEL (FSCP) LISTED FOR RELEASING THE LOW-LEVEL HIGH EXPANSION FOAM SYSTEM. INTERCONNECT THE FSCP WITH THE FMCP FOR ACTIVATION OF FIRE ALARM NOTIFICATION, COMMON SIGNALS, ADDRESS ANNUNCIATION AND TRANSMISSION TO MONACO D-21. THE FACP AND FSCP SHALL BE OF THE SAME MANUFACTURER.
14. PROVIDE NOTIFICATION APPLIANCES WITH WHITE FACEPLATES THROUGHOUT FINISHED AREAS OF THE BUILDING. FIRE ALARM STROBES TO BE MARKED WITH "FIRE"
AND MASS NOTIFICATION STROBES TO BE MARKED WITH "ALERT" AS SPECIFIED.
15. PROVIDE ADDITIONAL MASS NOTIFICATION OR FIRE ALARM SPEAKERS AS NECESSARY TO MEET THE AUDIBILITY REQUIREMENTS OF NFPA 72 SECTION 7.4 AND TO ENSURE THAT A COMMON INTELLIGIBILITY SCALE (CIS) SCORE OF 0.8 IS PROVIDED IN EACH NORMALLY OCCUPIED AREA OF THE BUILDING.
15a. AREAS OF THE BUILDING PROVIDED WITH HARD WALL AND CEILING SURFACES THAT ARE FOUND TO CAUSE EXCESSIVE SOUND REFLECTIONS MAY BE PERMITTED TO HAVE A CIS SCORE LESS THAN THE MINIMUM REQUIRED VALUE IF THE BUILDING OCCUPANTS IN THESE AREAS CAN DETERMINE THAT A VOICE…
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