Ft Drum Runway Lighting Repair - Final RTA Plans (55-108).pdf
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- W912DS25RA003
About this file
This document appears to be a set of civil demolition plans for the Runway 03-21 Airfield Lighting Repair Project at Wheeler-Sack Army Airfield, Fort Drum, New York. The plans are dated 28 Feb 2025 and prepared by the U.S. Army Corps of Engineers New York District.
The demolition plans detail specific removal activities for various airfield infrastructure, including asphalt and concrete pavement removal, pavement marking removal, and protection of existing utilities and infrastructure. Key elements include removing different depths of asphalt concrete pavement (ranging from 2" to 10" thick), portland cement concrete pavement, and various access roads and shoulders. The plans also specify protecting existing communications lines, electrical lines, water lines, storm drain lines, and other critical infrastructure during the demolition process. Specific areas of focus include the runway perimeter, taxiways, runway thresholds, overruns, and various access roads associated with the airfield's navigational equipment like localizer and glide slope facilities.
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AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL AFL
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N: 1483927.07 E: 1047929.68 N: 1483938.92
E: 1047932.72
N: 1484004.85 E: 1047657.30
N: 1483985.45 E: 1047652.04
N: 1483990.60 E: 1047632.29
N: 1484039.15 E: 1047645.15 N: 1484034.22 E: 1047665.30
N: 1484014.03 E: 1047671.00
N: 1483733.98 E: 1048115.56
N: 1483722.40 E: 1048112.37
N: 1483702.93 E: 1048226.88N: 1483692.27
E: 1048222.65
N: 1483353.53 E: 1048065.64
N: 1483340.08 E: 1048064.42
N: 1483372.33 E: 1048133.31
N: 1483330.60 E: 1048160.69
N: 1483267.60 E: 1048202.02
N: 1483225.70 E: 1048229.54
N: 1483062.61 E: 1047983.65
N: 1483049.06 E: 1047990.54
N: 1483254.98 E: 1047942.04
N: 1483212.60 E: 1047949.24
N: 1483223.02 E: 1047964.94
N: 1483238.80 E: 1047954.29
N: 1483396.57 E: 1047979.86
N: 1483000.25 E: 1047871.76
N: 1483300.43 E: 1048117.02
RUNWAY 21 GLIDE
SLOPE. PROTECT IN
PLACE
ASPHALT ROAD
DEMOLITION
ASPHALT SHOULDER
DEMOLITION
ASPHALT ROAD
DEMOLITION
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING 12" HDPE
WATERLINE
PROTECT EXISTING
ABANDONED WATER LINE
PROTECT EXISTING
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LINE
PAPI CONCRETE PAD
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RUNWAY 03-21
TAXIWAY K
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RUNWAY 21 GLIDE SLOPE
ACCESS ROAD
PROTECT EXISTING
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SEE NOTE 4
PROTECT EXISTING
ELECTRICAL MANHOLE
N: 1483199.63 E: 1047926.81
N: 1483052.31 E: 1047886.32
N: 1483048.36 E: 1047900.62
N: 1483033.30 E: 1047881.06 text
KEY PLAN
MA
TC
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IN
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- S
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C D1
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
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CD109
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
U .S
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50' 100'0
MA
TC
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- S
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1. SEE SHEET CD001 FOR DEMOLITION NOTES.
2. SEE SHEETS C-301 AND C-302 FOR TYPICAL REMOVAL SECTIONS.
3. EXISTING ELECTRICAL AND COMMUNICATION DUCTBANKS, CONDUITS, AND
STRUCTURES DESIGNATED FOR REMOVAL ARE NOT REFLECTED ON THE CD
SERIES SHEETS. SEE ED SERIES FOR ELECTRICAL AND COMMUNICATION
DEMOLITION PLANS.
4. ALL CONCRETE SAWCUTS WILL BE LOCATED ALONG EXISTING JOINTS. THE
SAWCUT INDICATED ON THE DRAWING MAY BE LOCATED ON A THICKENED EDGE
WITH AN UNKNOWN THICKNESS, WITH A MAXIMUM THICKNESS OF 24 INCHES.
REMOVE PORTLAND CEMENT CONCRETE PAVEMENT FULL
DEPTH (15.00" TO 16.00", 13.00" BASE COURSE MINIMUM),
SEE SHEET CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(2.00" AC, 10.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(4.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
TRIPLE SAWCUT, SEE SHEET CD001 NOTES 4 AND 5.
SEE DETAIL B13 ON CD501
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(6.00" AC, 10" BASE COURSE MINIMUM), SEE SHEET CD001
NOTE 11.
PAVEMENT MARKING REMOVAL
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(10.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11
4/
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IS
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COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM COMM
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AFL
AFL
AFL
AFL
AFL
AFL
CO
M
M
E
E
E
E
C
C
C
C
C
C
C
C
E
E
E E
EE
E
AFL
AFL
AFL
AFL
AFL
N: 1484927.92 E: 1048204.04
N: 1484997.27 E: 1048170.97 N: 1485012.51
E: 1048177.98
N: 1484949.18 E: 1048408.31
N: 1484977.48 E: 1048415.92
N: 1484874.76 E: 1048784.67
N: 1484826.92 E: 1048771.48N: 1484754.01
E: 1048751.37
N: 1484705.85 E: 1048738.08
N: 1484776.54 E: 1048481.48
N: 1484767.52 E: 1048479.08
N: 1484705.70 E: 1048383.64
N: 1484968.45 E: 1048256.84
N: 1484756.41 E: 1048742.64
N: 1484829.30 E: 1048762.81
N: 1484872.58 E: 1048605.30
N: 1484799.69 E: 1048585.49
N: 1484760.94 E: 1048356.21
N: 1484827.95 E: 1048482.45
N: 1484927.63 E: 1048402.34
RUNWAY 21 THRESHOLD
SEE NOTE 4
RUNWAY HOLD POSITION
MARKING DEMOLITION
ILS HOLD POSITION
MARKING DEMOLITION
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING 72" RCP
STORM DRAIN LINE
RUNWAY 03-21
TA
XI
W
AY
L
RUNWAY 03-21 OVERRUN
PROTECT EXISTING
ELECTRICAL LINE
PROTECT EXISTING
ELECTRICAL MANHOLE
text
KEY PLAN
MA
TC
HL
IN
E
- S
HE
ET
C D1
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
H .B
AR
N
H
AR
T
T.
M
O R
R
IS
C .T
W
IG
G
E.
JA
R G
ER
C
IV
IL
D
EM
O
LI
TI
O
N P
LA
N
CD110
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
CUI
CUI
C :\T
EM
P\
PW
_W
O R
K\
ES
T-
LS
\D M
S5
\D
1C
D
1.
D
W G
3:
:3
PM
/2 5/
H B0
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-28 F
EB
. 2
AN
SI
D
W H
EE
LE
R -S
AC
K
AR
M
Y
AI
R
FI
EL
D
, F O
R T
D R
U M
, N Y
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N W
AY
3-
A
IR
FI
EL
D L
IG
H
TI
N
G R
EP
AI
R P
R O
JE
C
T W
2-
D S-
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2D S2
3F
R
TA
S U
BM
IS
SI
O
N
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
50' 100'0
MA
TC
HL
IN
E
- S
HE
ET
C D1
1. SEE SHEET CD001 FOR DEMOLITION NOTES.
2. SEE SHEETS C-301 AND C-302 FOR TYPICAL REMOVAL SECTIONS.
3. EXISTING ELECTRICAL AND COMMUNICATION DUCTBANKS, CONDUITS, AND
STRUCTURES DESIGNATED FOR REMOVAL ARE NOT REFLECTED ON THE CD
SERIES SHEETS. SEE ED SERIES FOR ELECTRICAL AND COMMUNICATION
DEMOLITION PLANS.
4. REMOVE RUNWAY 21 THRESHOLD SURVEY MARKER.REPLACE SURVEY MARKER
IN ACCORDANCE WITH DETAIL SHOWN ON CS501. CONTRACTOR MUST HAVE A
NEW YORK LICENSED LAND SURVEYOR VERIFY THE HORIZONTAL AND VERTICAL
LOCATION OF THE SURVEY MARKER AFTER ALL CONSTRUCTION IN COMPLETED
IN THIS AREA.
REMOVE PORTLAND CEMENT CONCRETE PAVEMENT FULL
DEPTH (15.00" TO 16.00", 13.00" BASE COURSE MINIMUM),
SEE SHEET CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(2.00" AC, 10.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(4.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
TRIPLE SAWCUT, SEE SHEET CD001 NOTES 4 AND 5.
SEE DETAIL B13 ON CD501
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(6.00" AC, 10" BASE COURSE MINIMUM), SEE SHEET CD001
NOTE 11.
PAVEMENT MARKING REMOVAL
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(10.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11
4/
/2
IS
SU
E D
AT
E:
A
PR
. 2
AFL
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COM
M
COM
M
C O
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C O
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COMMCOMMCOMMCOMMCOMM
COMM
C O
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MCO
M M
CO
M
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CO
M
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COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM
ES
ES
ES
ES
ES
ES
E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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N: 1485911.89 E: 1048517.46
N: 1485920.80 E: 1048524.35
N: 1486054.01 E: 1048399.41
N: 1486030.81 E: 1048389.12
N: 1486035.02 E: 1048378.35
N: 1486061.28 E: 1048357.93
N: 1486050.69 E: 1048384.42
N: 1486083.53 E: 1048391.38
N: 1486090.95 E: 1048371.97
RUNWAY 03 LOCALIZER ANTENNA
ASPHALT ROAD
DEMOLITION
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING
COMMUNICATIONS LINE
PROTECT EXISTING
COMMUNICATIONS LINE
RUNWAY 03 LOCALIZER SHELTER.
PROTECT IN PLACE
RUNWAY 03-21 OVERRUN
ALSF ACCESS ROAD
EXISTING PERIMETER
ACCESS ROAD
text
KEY PLAN
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
H .B
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CD111
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
U .S
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C D1
1. SEE SHEET CD001 FOR DEMOLITION NOTES.
2. SEE SHEETS C-301 AND C-302 FOR TYPICAL REMOVAL SECTIONS.
3. EXISTING ELECTRICAL AND COMMUNICATION DUCTBANKS, CONDUITS, AND
STRUCTURES DESIGNATED FOR REMOVAL ARE NOT REFLECTED ON THE CD
SERIES SHEETS. SEE ED SERIES FOR ELECTRICAL AND COMMUNICATION
DEMOLITION PLANS.
REMOVE PORTLAND CEMENT CONCRETE PAVEMENT FULL
DEPTH (15.00" TO 16.00", 13.00" BASE COURSE MINIMUM),
SEE SHEET CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(2.00" AC, 10.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(4.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11.
TRIPLE SAWCUT, SEE SHEET CD001 NOTES 4 AND 5.
SEE DETAIL B13 ON CD501
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(6.00" AC, 10" BASE COURSE MINIMUM), SEE SHEET CD001
NOTE 11.
PAVEMENT MARKING REMOVAL
REMOVE ASPHALT CONCRETE PAVEMENT FULL DEPTH
(10.00" AC, 12.00" BASE COURSE MINIMUM), SEE SHEET
CD001 NOTE 11
4/
/2
IS
SU
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E:
A
PR
. 2
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