MKAB Haz Cargo RFP - RFI Amended Dwgs 20 MAY 2019.pdf
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R=46m
R=25m
R=43m
R=43m
R=54.5m m m
90m
APRON SHOULDER EOP (TYP.)
TAXIWAY/APRON EOP (TYP.)
.5 m
.2 m
R=10m
R=10m
R=61m
.8 7m m
.5 m m
.5 m .5 m
.5 m .5 m
45.72m
PROVIDE GATE VALVE
PROVIDE A MIN. FOUR (4) 600 L/MIN. FIRE HYDRANTS OR EQUIVALENT
PROVIDE A MIN. THREE (3) 600 L/MIN. FIRE HYDRANTS OR EQUIVALENT
R=25m
.1 m
C-103
20m0 10
SCALE = 1:500
MATCHLINE - SEE SHEET C-102
M A
T C
H L
IN
E S
T A
.0
S
E E S
H E
E T C -1
C-103 C-104
C-102
C-101
KEY MAP
C O
N C
E P
T U
A L
C
IV
IL
S
IT
E P
L A
N S
H E
E T
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
NORTH
PLAN
MATCHLINE A-A THIS SHEET
MATCHLINE A-A
RAILHEAD FACILITY
TO FUTURE
ROAD "C"
CONNECT PROPOSED
TO EXISTING ROAD
ROAD "B"
CONNECT PROPOSED
NOTES:
/2
/1
R
F I
A M
E N
D M
E N
T
FENCE TO APRON BOUNDARY MARKING
4. MAINTAIN 38.1m CLEARANCE FROM
ROAD "C" IS OPTIONAL BID ITEM NO. 5
3. ROAD "C" NOT INCLUDED IN BASE BID
LOAD UNLOAD APRON.
PROTECTION AT THE HAZARDOUS CARGO
WATER SUPPLY AND HYDRANT FOR FIRE
2. CONTRACTOR SHALL PROVIDE
ONE UH-47 AND ONE UH-60 AIRCRAFT.
UNLOAD APRON FOR ONE C-17,
ON THE HAZARDOUS CARGO LOAD
MOORING AND GROUNDING POINTS
1. CONTRACTOR SHALL PROVIDE
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
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-F
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0.
5 1
.5
.5
97.5
.5
.5
.5
S oi l r oa d
Soil r oad
Soil road
100.0
.0
.0
.0
.0
.0
0.
.0
0.
102.5
5.0
.5
99.5
96.5
97.5
Fe nc e / G ard
F e n c e / G a rd
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
U np av ed r oa d / D ru m p ie tr ui t
U n p a v e d ro a d / D ru m p ie tru it
Ga te / P oa rta
Ga te / P oa rta
D e b ris a re a / D e p o z ita re d e s e u ri
Berm / Biuta
S lo p e / T a lu z
S lo p e / T a lu z
RO
AD
TO
T
IE
T
O E
XI
STI
NG
R
O
AD
LOAD UNLOAD
HAZARDOUS CARGO PAD
TAXIWAY H
TAXIL
ANE C
LE
AR
ZONE
T A
X
IL
A N
E C
L E
A R Z
O N
E
T A X
ILA
N E
S E
E N
O T
E
GENERATOR HOUSING
FIREFIGHTING PUMP/
FIRE SERVICE LOOP
STEEL/DUCTILE IRON
PROVIDE 800m OF 200mm R
O A
D T
O T
IE
T
O F
U T
U R
E R
A
IL
H E
A D P
R O J E
C T
MIN. 545m3 STORAGE VOLUME
WATER STORAGE TANK
UNDERGROUND FIREFIGHTING
S E E N
O T E
P O
T
.0
C -1
A G lo b e m a s te r
II
I
C -1
A G lo b e m a s te r III
AIRFIELD PAVEMENT PLAN LEGEND
CONSTRUCTION LIMIT
CUT / FILL
TAXIWAY / APRON
APPROXIMATE LIMITS OF
CLEARZONE
TAXIWAY / TAXI LANE
ACCESS ROAD PAVEMENT
UNPAVED SHOULDER
100 mm HMA SHOULDER PVMT
DEPTH TBD HMA PAVEMENT
405 mm PCC PAVEMENT
R O
A D
C
ROAD "B"
CD-103
20m0 10
SCALE = 1:500
MATCHLINE - SEE SHEET CD-102
CD-103 CD-104
CD-102
CD-101
CD-105
D E
M O
L
IT
IO
N P
L A
N S
H E
E T
M A
T C
H L
IN
E S
T A
.0
S
E E S
H E
E T C
D -1
KEY MAP
C O
N C
E P
T U
A L
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
NORTH
PLAN
R
F I
A M
E N
D M
E N
T /2
/1
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
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S
IZ
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C H
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D B
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A N
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C O
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S O
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
S C
R
IP
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IO
N
U S A
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N G
IN
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
E U
R O
P E D
IS
T R
IC
T K
D
J D
C M
A S S
H O
W N
(7 -1
V ir g in ia B e a c h
V A
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B e n d ix R o a d
W S
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A L
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N U A
B
R O
W
G B -1
-D -0
-F
E B
R U
A R
Y -1
ARBORE
ARBORE
ARBORE
STALP-BETON
CLADIRE
STALP-BETON
37276
INT
CLADIRE
37363
INT
FUNDATIE-BETON
37192
INT
37362
INT
FUNDATIE-BETON
CLADIRE
CLADIRE
37193
INT
CLADIRE
37359
INT
37194
INT
CLADIRE
CLADIRE
CLADIRE
37366
INT
37195
INT
CLADIRE
37365
INT
CLADIRE
CLADIRE
37364
INT
CLADIRE
CLADIRE
VEGET
37275
INT
37274
INT
37191
INT
CLADIRE
CLADIRE
CLADIRE
CLADIRE
VEGET
37254
INT
CLADIRE
37388
INT
CL3-P
37409
INT
37253
INT
37255
INT
37389
INT
37188
INT
37189
INT
37190
INT
VEGET
VEGET
VEGET
VEGET
VEGET
VEGET
VEGET
CLADIRE
CLADIRE
CLADIRE
ST-L
CLADIRE
C o n c re te c ru s h e d p la te
Debris
Concrete slab Bui ldin g a wa ll of ea rth
Crushed stone
Sand deposit
Dilapidated buildin g
C o n c re te s la b block
Concrete slab
Concrete
Concrete slab
Co nc ret e r oa d
Co nc re te ro ad
S oi l r oa d
Soil r oad
Soil road
Soil platform
C o n c re te c ru s h e d p la te slab
Concrete
B u ild in g
Building
Bun ker entr anc e
C o n c re te s la b slab
Concrete building
Annex
Defense ground
Defense ground
D e fe n s e g ro u n d
Soil platform
B u ild in g
Bui ldin g w itho ut a roo f
37504
INT
37505
INT
37502
INT
37501
INT
CL3-P
37503
INT
37506
INT
37500
INT 4837
CL3-P
CL4
CL3-A
CL3-A
Fe nc e / G ard
F e n c e / G a rd
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
U np av ed r oa d / D ru m p ie tr ui t
U n p a v e d ro a d / D ru m p ie tru it
Ga te / P oa rta
Ga te / P oa rta
D e b ris a re a / D e p o z ita re d e s e u ri
Berm / Biuta
S lo p e / T a lu z
S lo p e / T a lu z
TAXIL
ANE C
LE
AR
ZONE
T A
X
IL
A N
E C
L E
A R Z
O N
E
X
X
X
XX
X X
X
5 X
5 X
5 X
5 X
5 X
5 X
5 X
CONSTRUCTION
CLEARANCE DURING
MAINTAIN RAILROAD
X
AND HOST NATION
PERIMETER FENCE WITH BASE
COORDINATE REMOVAL OF
X
X
X
XX
X
DEMOLITION PLAN LEGEND
REMOVE STRUCTURE
REMOVE LINEAR STRUCTURE
REMOVE PCC PAVEMENT
KEY NOTES
X
13 REMOVE DEBRIS FROM SITE
REMOVE UNDERGROUND UTILITY
REMOVE OVERHEAD ELECTRIC
REMOVE UNDERGROUND PIPE
ALL COMPONENTS
REMOVE OIL TANK AND
(AVG. SIZE 3 M WIDE BY 3 M TALL)
REMOVE CONCRETE/EARTH BUNKER
REMOVE FENCE
REMOVE BASE PERIMETER FENCE
REMOVE BERM
REMOVE GUTTER
REMOVE LIGHTING COMPONENTS
REMOVE STRUCTURE
DRAINAGE STRUCTURE
REMOVE STORMWATER
THE EXISTING TAXIWAY.
TO MAINTAIN CONTINUOUS ACCESS TO
1. CONTRACTOR SHALL PHASE WORK
X X
NOTE:
TO DRAINAGE STRUCTURE
CONNECT SOLID PVC PIPE
OIL WATER SEPARATOR
MANAGEMENT AREA
POTENTIAL STORMWATER
CONSTRUCT 6m OF 500 mm RCP/PP/PE/PVC @ 0.2% MIN.
CONSTRUCT 70m OF 600 mm RCP/PP/PE/PVC @ 0.2% MIN.
CONSTRUCT 90m OF 600 mm RCP/PP/PE/PVC @ 0.2%
CONSTRUCT 30m OF 500 mm RCP/PP/PE/PVC @ 0.2%
CONSTRUCT 60m OF 600 mm RCP/PP/PE/PVC @ 0.2% MIN.
CONSTRUCT 55m OF 800 mm RCP/PP/PE/PVC @ 0.2% MIN.
CONSTRUCT 16m OF 500 mm RCP/PP/PE/PVC @ 0.2%
CONSTRUCT 26m OF 500 mm RCP/PP/PE/PVC @ 0.2%
SEE NOTE 1.
PROJECT REQUIREMENTS.
PROVIDE VOLUME REDUCTION PER
STORMWATER DISCHARGE POINT.
CONSTRUCT 45m OF 600 mm RCP/PP/PE/PVC @ 0.2% MIN.
(ADDITIVE BID ITEM 4)
MANAGEMENT AREA
POTENTIAL STORMWATER
CG-103
20m0 10
SCALE = 1:500
MATCHLINE - SEE SHEET CG-102
CG-103 CG-104
CG-102
CG-101
M A
T C
H L
IN
E S
T A
.0
S
E E S
H E
E T C
G -1
KEY MAP
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
G R
A D
IN
G A
N D D
R A
IN
A G
E P
L A
N S
H E
E T
C O
N C
E P
T U
A L
NORTH
PLAN
MATCHLINE A-A THIS SHEET
MATCHLINE A-A
ELEV. 96.73
ASSUMED
RAILHEAD FACILITY
TO FUTURE
ROAD "C"
CONNECT PROPOSED
ASSUMED ELEV. 97.82
TO EXISTING ROAD
ROAD "B"
CONNECT PROPOSED
NOTES:
THE COR.
INFORMATION. COORDINATE LOCATIONS WITH
POINTS ARE BASED ON PRELIMINARY
MANAGEMENT AREAS AND DISCHARGE
3. LOCATIONS OF POTENTIAL STORMWATER
COORDINATE CONNECTIONS WITH THE COR.
ARE BASED ON PRELIMINARY INFORMATION.
2. ROAD "B" AND "C" CONNECTIONS
ADJACENT PROJECT DRAINAGE SYSTEM.
1. BASE BID ASSUMES CONNECTION TO
R
F I
A M
E N
D M
E N
T /2
/1
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
S O
L
IC
IT
A T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
U S A
R M
Y C
O R
E
N G
IN
E E
R S
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
E U
R O
P E D
IS
T R
IC
T K
D
J D
C M
A S S
H O
W N
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
-M
A Y -2
IP
P
E N
T A
B L E
T -0
M K
A ir
B a s e
R o m a n ia \S h e e ts \1
-C
G -1
.d g n
W
IE
S B
A D
E N
G E
R M
A N
Y
L O
A D U
N L
O A
D A
P R
O N
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P L
O S
IV
E C
A R
G O
M
IH
A
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K
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A L
N
IC
E A
N U A
B
R O
W
G B -1
-D -0
-F
E B
R U
A R
Y -1
0.
5 1
.5
ARBORE
ARBORE
ARBORE
STALP-BETON
CLADIRE
STALP-BETON
37276
INT
CLADIRE
37363
INT
FUNDATIE-BETON
.5
97.5
.5
37192
INT
37362
INT
FUNDATIE-BETON
CLADIRE
CLADIRE
37193
INT
CLADIRE
37359
INT
37194
INT
CLADIRE
CLADIRE
CLADIRE
37366
INT
37195
INT
CLADIRE
37365
INT
CLADIRE
CLADIRE
37364
INT
CLADIRE
CLADIRE
VEGET
37275
INT
37274
INT
37191
INT
CLADIRE
CLADIRE
CLADIRE
CLADIRE
VEGET
37254
INT
CLADIRE
37388
INT
CL3-P
37409
INT
37253
INT
37255
INT
37389
INT
37188
INT
37189
INT
37190
INT
VEGET
.5
.5
VEGET
VEGET
VEGET
VEGET
VEGET
VEGET
CLADIRE
CLADIRE
CLADIRE
ST-L
CLADIRE
C o n c re te c ru s h e d p la te
Debris
Concrete slab Bui ldin g a wa ll of ea rth
Crushed stone
Sand deposit
Dilapidated buildin g
C o n c re te s la b block
Concrete slab
Concrete
Concrete slab
Co nc ret e r oa d
Co nc re te ro ad
S oi l r oa d
Soil r oad
Soil road
Soil platform
C o n c re te c ru s h e d p la te slab
Concrete
B u ild in g
Building
Bun ker entr anc e
C o n c re te s la b slab
Concrete building
Annex
Defense ground
Defense ground
D e fe n s e g ro u n d
Soil platform
B u ild in g
Bui ldin g w itho ut a roo f
100.0
.0
.0
.0
.0
.0
0.
.0
0.
37504
INT
37505
INT
37502
INT
37501
INT
CL3-P
37503
INT
37506
INT
37500
INT 4837
CL3-P
CL4
102.5
CL3-A
CL3-A
5.0
.5
99.5
96.5
97.5
Fe nc e / G ard
F e n c e / G a rd
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
R a ilw a y / C a le fe ra ta
U np av ed r oa d / D ru m p ie tr ui t
U n p a v e d ro a d / D ru m p ie tru it
Ga te / P oa rta
Ga te / P oa rta
D e b ris a re a / D e p o z ita re d e s e u ri
Berm / Biuta
S lo p e / T a lu z
S lo p e / T a lu z
.0
96.00
.0
.0
97.009 .0
.0
.0
99.00 100.00
P O
T
.0
TAXIWAY HTAXIWAY H
SD
DRAINAGE PLAN LEGEND
CONCEPTUAL GRADING AND
MINOR CONTOURS
MAJOR CONTOURS
DITCH
MANAGEMENT AREA
STORMWATER
CATCH BASIN
CLEANOUT
SUBDRAIN PIPE
STORMDRAIN PIPE
FLOW ARROW
CUT / FILL
TAXIWAY / APRON
APPROXIMATE LIMITS OF
CLEARZONE
TAXIWAY / TAXI LANE
ACCESS ROAD PAVEMENT
UNPAVED SHOULDER
100 mm HMA SHOULDER PVMT
DEPTH TBD HMA PAVEMENT
405 mm PCC PAVEMENT
ROAD "B"
R O
A D
C
C B
C B
C B
C B
C B
C B
D D
CO
CO CO CO
CO
CB
CO
Bun ker entr anc e
.0
CG-105
NORTH
PLAN
C O
N C
E P
T U
A L
G R
A D
IN
G L
A Y
O U
T
SCALE = 1:1250
50 100m
RAILHEAD FACILITY = EL. 96.73
TIE-IN TO FUTURE
ASSUMED ROAD "C"
FACILITY (95% DESIGN)
FUTURE RAILHEAD
FACILITY = EL. 96.39
FUEL STORAGE
TIE-IN TO FUTURE
ASSUMED ROAD "A"
FACILITY (95% DESIGN)
FUTURE FUEL STORAGE
TO EXISTING ROAD = EL. 97.82
ASSUMED ROAD "B" TIE-IN
AND CONFIGURATIONS OF ADJACENT FUTURE PROJECTS.
THROUGH THE COR TO CONFIRM THE STATUS, LOCATIONS
TO CHANGE. CONTRACTOR MUST COORIDNATE
PRELIMINARY INFORMATION THAT MAY BE SUBJECT
ADJACENT FUTURE PROJECT LIMITS ARE BASED ON
NOTE:
R
F I
A M
E N
D M
E N
T /2
/1
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
D
IS
S
U E D
A T
E
C O
N T
R A
S O
L
IC
IT
A T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
U S A
R M
Y C
O R
E
N G
IN
E E
R S
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
E U
R O
P E D
IS
T R
IC
T K
D
J D
C M
A S S
H O
W N
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
-M
A Y -2
IP
P
E N
T A
B L E
T -0
M K
A ir
B a s e
R o m a n ia \S h e e ts \1
-C
G -1
.d g n
W
IE
S B
A D
E N
G E
R M
A N
Y
L O
A D U
N L
O A
D A
P R
O N
E X
P L
O S
IV
E C
A R
G O
M
IH
A
IL
K
O G
A L
N
IC
E A
N U A
B
R O
W
G B -1
-D -0
-F
E B
R U
A R
Y -1
LAYOUT PLAN LEGEND
CONCEPTUAL GRADING
(AT 95% DESIGN). SEE NOTE.
FUTURE ADJACENT PROJECTS
ACCESS ROAD PAVEMENT
UNPAVED SHOULDER
100 mm HMA SHOULDER PVMT
DEPTH TBD HMA PAVEMENT
405 mm PCC PAVEMENT
CUT / FILL
TAXIWAY / APRON
APPROXIMATE LIMITS OF
MINOR CONTOURS
MAJOR CONTOURS
FLOW ARROW
.5
100.5
Airfild Ax Airfild Ax Airfild Ax
Airfild Ax
.5
37313
INT
37309
INT
37310
INT
37065
INT
37066
INT
37067
INT
37064
INT
37068
INT
37311
INT
37069
INT
37063
INT
37070
INT
37062
INT
37061
INT
37071
INT
37312
INT
37410
INT
37060
INT
37072
INT
37059
INT
37058
INT
37057
INT37056
INT37055
INT
37281
INT
37282
INT
37283
INT
37280
INT
37284
INT
37278
INT
ARBORE
37090
INT
37091
INT
37088
INT
37089
INT
37285
INT
ARBORE
37286
INT
37277
INT
37483
INT37484
INT
37485
INT
37486
INT
37487
INT37488
INT
37288
INT
37492
INT
37494
INT
37493
INT
37287
INT
37491
INT
37490
INT
37489
INT
37083
INT
37092
INT
37479
INT
37482
INT
37086
INT37087
INT
37279
INT
37481
INT
37093
INT
37480
INT
37328
INT
37325
INT
37094
INT
37473
INT37474
INT
37475
INT
37419
INT
37476
INT
37477
INT37478
INT
37326
INT
37323
INT
37327
INT
ARBORE
37324
INT
37467
INT
37469
INT
37468
INT
37321
INT
STALP-
BETON
37470
INT
37471
INT
37084
INT
37472
INT
CLADIRE
STALP-
BETON
37322
INT
37332
INT
37276
INT
37462
INT
37185
INT
37184
INT
37183
INT
37182
INT
37181
INT
37463
INT
37331
INT
37085
INT
37461
INT
37460
INT
37459
INT
37315
INT
37457
INT
37458
INT
37456
INT
37329
INT
37103
INT
CLADIRE
PALC-
POM
I
37102
INT
PALC-
POM
I
37450
INT
37451
INT
37452
INT
37454
INT
37363
INT
37453
INT
37455
INT
37101
INT
FUNDATIE-
BETON
97.5
97.5
.5
.5
.5
.5
.5
97.5
.5
.5
.5
97.5
97.5
97.5
37100
INT
37192
INT
37333
INT
37362
INT
PALC-
POM
I
FUNDATIE-
BETON
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
CLADIRE
37099
INT
CLADIRE
37193
INT
CLADIRE
37082
INT
37098
INT
PALC-
POM
I
VEGET
VEGET
37081
INT
PALC-
POM
I
VEGET
37080
INT
37359
INT
37427
INT37097
INT
PALC-
POM
I
37194
INT
37334
INT
PALC-
POM
I
37426
INT
PALC-
POM
I
37079
INT
CLADIRE
VEGET
37423
INT
PALC-
POM
I
37096
INT
PALC-
POM
I
CLADIRE
CLADIRE
PALC-
POM
I
37366
INT
37338
INT
CL-
P
37195
INT
37337
INT
37336
INT
PALC-
POM
I
37095
INT
CLADIRE
PALC-
POM
I
37172
INT
37365
INT
VEGET
37319
INT
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
CLADIRE
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
CLADIRE
PALC-
POM
I
37077
INT
CL-
P
37078
INT
PALC-
POM
I
PALC-
POM
I
37364
INT
VEGET
CLADIRE
CLADIRE
PALC-
POM
I
PALC-
POM
I
37196
INT
ST-
B
ST-
L
PALC-
POM
I
VEGET
PALC-
POM
I
37073
INT
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
37074
INT
VEGET
37075
INT
37275
INT
PALC-
POM
I
VEGET
37274
INT
37076
INT
VEGET
PALC-
POM
I
PALC-
POM
I
37191
INT
CLADIRE
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
CLADIRE
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
VEGET
37411
INT
CL2-
P
37174
INT
PALC-
POM
I
CL2-
P
37176
INT
CL-
P
37177
INT
37197
INT
37173
INT37178
INT
CL2-
P
CLADIR-
GARAJ-
2.1
37496
INT
37179
INT
CL-
P
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
VEGET
37180
INT
VEGET
37175
INT
PALC-
POM
I
CL-
P
PALC-
POM
I
PALC-
POM
I
PALC-
POM
I
CL-
P
37495
INT
CLADIRE
37148
INT
PALC-
POM
I
PALC-
POM
I
CLADIRE
PALC-
POM
I
VEGET
37151
INT
PALC-
POM
I
37149
INT
PALC-
POM
I
37150
INT
CL-
P
37152
INT
ST-
B
37198
INT
37352
INT 5738
VEGET
37254
INT
37143
INT
CLADIRE
37351
INT
PALC-
POM
I
PALC-
POM
I
37186
INT
PALC-
POM
I
37187
INT
37257
INT
37256
INT
CL3-
P
37142
INT
PALC-
POM
I
CLADIR-
GARAJ-
2.1
PALC-
POM
I
37388
INT
CL3-
P
37409
INT
ST-
B
37373
INT
37144
INT
37253
INT
CLADIR-
GARAJ-
2.1
37434
INT
37305
INT
37428
INT
37306
INT
37429
INT
37424
INT
37430
INT37431
INT
37255
INT
37432
INT
37433
INT
37145
INT
37141
INT
37372
INT
37412
INT
ST-
L
37146
INT
37404
INT
37389
INT
37406
INT
37405
INT
37147
INT
CLADIR
37517
INT
ST-
L
37188
INT
ST-
L
37140
INT
37189
INT
37190
INT
VEGET
37371
INT
POM
VEGET
VEGET
.5
.5
.5
37513
INT
VEGET
37251
INT
37250
INT
VEGET
37516
INT
VEGET
37249
INT
37252
INT
VEGET
CL-
P
37508
INT
37153
INT
37407
INT
37154
INT
37514
INT
37155
INT
37156
INT
37509
INT37157
INT
POM
37158
INT
37159
INT
VEGET
37160
INT
37161
INT
VEGET
VEGET
37162
INT
37507
INT
37163
INT 37164
INT
37377
INT
37353
INT
37354
INT
VEGET
CL5-
P
37395
INT
CLADIRE-
P
37385
INT
VEGET
CLADIRE-
P
37515
INT
37511
INT
37201
INT
37510
INT
37237
INT
37386
INT
37202
INT
37347
INT
POM
37238
INT
37346
INT
37203
INT
VEGET
37345
INT
37239
INT
37396
INT
37497
INT
VEGET
VEGET
CL5-
P
37236
INT
37387
INT
37518
INT
VEGET
CL-
P
CL-
P
VEGET
37356
INT
37355
INT
37421
INT
37316
INT
CLADIRE
37357
INT
37317
INT
37498
INT
37199
INT
37318
INT
CLADIRE-
P
VEGET
37422
INT
37235
INT
CL-
P
CLADIRE-
P
37240
INT
37348
INT
37499
INT
VEGET
CLADIRE
VEGET
CLADIRE
VEGET
ST-
L
37234
INT
CLADIRE
CLADIRE-
P
37393
INT
VEGET
VEGET
37512
INT
CLADIRE-
P
37241
INT
ST-
B
VEGET
37370
INT
VEGET
VEGET
VEGET
VEGET
37390
INT
CL-
P
37233
INT
37242
INT
ST-
B
37308
INT
37260
INT
37519
INT
37210
INT
37307
INT
37392
INT
37350
INT
ST-
B
37226
INT
VEGET
37213
INT
37214
INT
37232
INT
37211
INT
37223
INT
ST-
B
37215
INT
37243
INT
37225
INT
37200
INT
CL3-
P
37244
INT
VEGET
37217
INT
37259
INT
37444
INT
37445
INT
37446
INT
37435
INT
37436
INT
37437
INT
37447
INT
37448
INT
37438
INT
37439
INT
37440
INT
37449
INT
37245
INT
37349
INT
VEGET
37262
INT
37408
INT
RAM
PA
RAM
PA
37224
INT
37231
INT
VEGET
37246
INT
VEGET
37261
INT
VEGET
VEGET
37219
INT
37291
INT
VEGET
37247
INT
37230
INT
37131
INT
37218
INT
37358
INT
37132
INT
37220
INT
37229
INT
37248
INT
37133
INT
37222
INT
37134
INT
37228
INT
ST-
B
37227
INT
37221
INT
37394
INT
37135
INT
37118
INT
VEGET
37374
INT
Concrete crushed plate
D e b ris
C o n c re te s la b B u ild in g a w a ll o f e a rth s to ra g e
B itu m e n p re fa b ric a te d C o n c te ru s h e d s to n e
S a n d d e p o s it
T
O il ta n k
D ila p id a te d b u ild in g
Concrete slab b lo c k
C o n c
I
C u s c a p it
C o n c s la b
C o n c o n c re te s la b
C o n c re te ro a d
C o n c re te ro a d
S o il ro a d
S o il ro a d
S o il ro a d
S o il p la tfo rm
Concrete crushed plate s la b
C o n c
Building
B u ild in g
B u ild in g B u ild in g
B u ild in g
B u ild in g
B u ild in g a ro o f w ith o u t
B u ild in g u ild in g
B u ild in g s la b
C o n c n k e r e n tra n c e p re fa b ric a te d C o n c
Concrete slab o n c re te s la b
C o n c re te s la b
C o n c re te s la b
C oncrete road
G ra v e l ro a d
C o n c re te s la b
C o n c re te s la b
C o n c re te s la b
Concrete slabB u n k e r e n tra n c e e n tra n c e
B u n k e r
B u n k e r e n tra n c e s la b
C o n c b
C o n c b
C o n c b
C o n c b
C o n c b ild in g
A n n x ild in g
A n n ild in g
A n n ild in g
A n n n c re te s la b
B u ild in g
A irfildA irfild
A irfild
Gravel road
Gravel road
Gra vel roa d
Concrete road Concrete road Concrete road
C o n c re te ro a d
C o n c re te ro a d
C o n c re te ro a d
Sant's defense
Defense ground
Defense ground
D e fe n s e g ro u n d
D e fe n s e g ro u n d
D e fe n s e g ro u n d
D e fe n s e g ro u n d
Defense ground
D e fe n s e g ro u n d
Defense ground
S o il p la tfo rm
T h e c h e rry tre e
T h e c h e rry tre e
Concrete wall
Concrete wall
Bunker entrance
Bunker entrance
Building
B u ild in g w ith o u t a ro o f
B u n k e r e n tra n c e
B u n k e r e n tra n c e
B u n k e r e n tra n c e
C o n c re te s la b
B u n k e r e n tra n c e
B u n k e r e n tra n c e
B u n k e r e n tra n c e
B u n k e r e n tra n c e
37442
INT
37136
INT
37122
INT
37216
INT
37137
INT 5842
VEGET
37138
INT
VEGET
CL6-
P
VEGET
37139
INT
37443
INT
37123
INT
VEGET
VEGET
VEGET
37130
INT
37314
INT
VEGET
37113
INT
VEGET
37129
INT
37124
INT
37104
INT
.0
100.0
100.0
100.0
100.0
100.0
.0
.0
100.0
100.0
100.0
.0
.0
100.0
100.0
.0
.0
.0
.0
.0
100.0
.0
.0
.0
100.0 .01 .0
100.0
100.0
100.0
.0
.5
.5
TUFA
37391
INT
37105
INT
37114
INT
37108
INT
CLADIRE
37109
INT
37107
INT
ST-
L
37125
INT
37115
INT
37339
INT
37504
INT
CLADIRE
37340
INT
37106
INT
37505
INT
37502
INT
37501
INT
CLADIRE
37110
INT37128
INT
CL-
P
37126
INT
VEGET
37116
INT
VEGET
37127
INT
VEGET
37117
INT
37111
INT
RAM
PA
VEGET
CLADIRE-
P
CL3-
P
VEGET
37112
INT
37503
INT
VEGET
RAM
PA
37301
INT
37302
INT
37303
INT
ST-
B
CLADIRE-
P
VEGET
37506
INT
37304
INT
CLADIRE-
P
CLADIRE-
P
NUC
VEGET
VEGET
ST-
B
37420
INT
ST-
L
CL4
37500
INT
37368
INT
CLADIRE-
P
VEGET
CL6-
P
37369
INT
CLADIRE-
P
ST-
B
37415
INT
CL6-
P
CL3-
P
37425
INT
CL6-
P
RAM
PA
RAM
PA
CL7-
P
37414
INT
VEGET
CLADIRE-
P
37413
INT
VEGET
CL3-
P
PALC-
POM
I
PLOP
PALC-
POM
I
NUC
VEGET
PALC-
POM
I
37289
INT
37290
INT
37300
INT
PALC-
POM
I
CL4
RAM
PA
PALC-
POM
I
RAM
PA
PALC-
POM
I
RAM
PA
VEGET
CL6-
P
PALC-
COPACI
PALC-
POM
I
CL6-
P
PALC-
POM
I
PALC-
POM
I
VEGET
PALC-
POM
I
PALC-
COPACI
PALC-
COPACI
CLADIRE-
P
PALC-
POM
I
RAM
PA
CL3-
P
CLADIRE-
P
PALC-
POM
I
PALC-
COPACI
RAM
PA
CL2-
P
37165
INT
PALC-
POM
I
37264
INT
VEGET
CL2-
P
CL7-
P
VEGET
37166
INT
VEGET
VEGET
VEGET
37167
INT
37273
INT
37168
INT
CL2-
P
CL8
37169
INT
VEGET
37170
INT
CL2-
P
CL5-
P
37171
INT
VEGET
CL8
CL8
37272
INT
CL7-
P
VEGET
VEGET
CL7-
P
37417
INT
37465
INT
37466
INT
37209
INT
37208
INT
CL7-
P
37271
INT
VEGET
37207
INT
VEGET
37206
INT
37418
INT
37464
INT
37263
INT
37266
INT
37265
INT
CL6-
P
ST-
L
.5
102.5
102.5
.5
102.5
.5102.5
.5
.5
.5
VEGET
VEGET
VEGET
VEGET
VEGET
CL3-
A
VEGET
CL3-
A
VEGET
37052
INT
CL3-
A
37051
INT
37050
INT
CL2-
A
CL3-
A
37049
INT
VEGET
37048
INT
CLADIR-
VEGET
37044
INT
37043
INT
VEGET
37403
INT
CL-
P
37267
INT
ST-
L
VEGET
37042
INT
VEGET
37402
INT
37041
INT
CL6-
P
CLADIR-
37040
INT
37270
INT
VEGET
37039
INT
VEGET
VEGET
37401
INT
CLADIR-
37038
INT
37037
INT
37400
INT
CLADIR-
VEGET
37036
INT
37035
INT
CL5-
A
CLADIR-
37399
INT
VEGET
CLADIR-
37397
INT
VEGET
VEGET
37398
INT
37269
INT
VEGET
37268
INT
CL5-
A
VEGET
CLADIRE-
C
CLADIRE-
C
CLADIRE-
C
VEGET
VEGET
CLADIRE-
C
CLADIR-
CLADIR-
CLADIR-
CLADIR-
CL-
A
CL-
A
CLADIR-
CLADIRE-
C
CL-
A
CL-
A
CL-
A
CLADIRE-
C
CLADIRE-
C
CLADIR-
CLADIR-
CLADIR-
CLADIR-
CLADIR-
CLADIRE
CLADIR-
CLADIR-
CLADIR-
CLADIRE-
C
CLADIRE
CLADIRE
CLADIRE
CLADIRE
CLADIRE-
C
CLADIRE
CLADIRE
.0
CLADIRE
CLADIR
CLADIR
CLADIR
.5
.5
C
C
.5
C
C C
C
.5
C
101.5
0.
C
C
.5
.5
C
C C
C C C
.5
.5
.5
99.5
98.5
.5
1.5
.5
99.5
100.5
100.5
101.5
98.5
.5
.5
.5
99.5
99.5
99.5
.5
E
H
H
H
D itch / S ant
Ditch / Sant
D itc h / S a n t
F e n c e / G a rd
Fence / Gard
Fence / Gard
Fence / Gard
F e n c e / G a rd
F e n c e / G a rd
Fence / Gard
F e n c e / G a rd
F e n c e / G a rd
Railway / Cale ferata
Railway / Cale ferata
Railway / Cale ferata
Railway / Cale ferata
Railway / C ale ferata
Railway / Cale ferata
Bridge / Pod
U npaved road / D rum pietruit
Unpaved road / Drum pietruit
Unpaved road / Drum pietruit
U n p a v e d ro a d / D ru m p ie tru it
U n p a v e d ro a d / D ru m p ie tru it
Unpaved road / Drum pietruit
Unpaved road / Drum pietruit
Unpaved road / Drum pietruit
G a te / P o a rta
G a te / P o a rta
G a te / P o a rta
U n p a v e d ro a d / D ru m p ie tru it
P aved road (concrete) / D rum betonat
Paved road (concrete) / Drum betonat
Debris area / Depozitare deseuri
B e rm / B iu ta
B e rm / B iu ta
E le c tric p o le / S ta lp e le c tric
H o le s / G ro p i
T u n n e l / T u n e l
H o le / G ro a p a
M o u n d / M o v ila
E le c tric p a n e l / T a b lo u e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
M o u n d / M o v ila
T u n n e l / T u n e l
T u n n e l / T u n e l
B u ild in g / C o n s tru c tie c o n s tru c tio n U n d e rg ro u d c n s tru c tio n U n d e rg ro u d
H le / G ro a p a
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p a n e l / T a b lo u e le c tric
Tank / Rezervor
B u ild in g / C o n s tru c tie
Building / Constructie
Building / Constructie
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
H y d ra n t / H id ra n t
B u ild in g / C o n s tru c tie
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
S ta irs / S c a ri
M a n h o le / C a m in
Foundation / Fu ndatie
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p a n e l / T a b lo u e le c tric
M ound / M ovila
M ound / M ovila
B u ild in g / C o n s tru c tie
Container
T a n k / R e z e rv o r
R e s e rv o ir / B a z in
M n h o le / C a m in
M a n h o le / C a m in
C o n c re te p la tfo rm / P la tfo rm a b e to n a ta
C o n c re te p la tfo rm
C ontainer
C ontainer
C ontainer
P la tfo rm a b e to n a ta
C o n c re te p la tfo rm
A ir s h a ft / A e ris ire
H y d ra n t / H id ra n t
B e rm / B iu ta
B u ild in g
C o n s tru c tie
M a n h o le / C a m in
M a n h o le / C a m in
P la tfo rm a p ie tris
G ra v e l p la tfo rm
Platforma pietris
Gravel platform /
E le c tric p o le / S ta lp e le c tric
E le c tric p o le / S ta lp e le c tric
E le c tric p a n e l / T a b lo u e le c tric
C o n c re te p la tfo rm / P la tfo rm a b e to n a ta
Gutter / Rigola
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
Slope / Taluz
P la tfo rm a b e to n ta
94.0094.00
94.00
95.00
95.00
95.00
95.00
95.00
95.00
95.00
95.0095.00
.0
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
.0
96.00
96.00
.0
96.00
96.00
96.00
96.00 96.00
96.00
.0
96.00
96.00
.0
96.00
.0
.0
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
96.00
.0
96.00
97.00
97.00
.0
.0
97.00
97.00
97.00
97.00
.0
97.00
97.0097.00
97.00
.0
97.00
97.00
97.00
.0
98.00
98.00
98.00
98.00
98.00
.0
98.00
98.00
.0
99.00
99.00
.0
99.00
.0
.0
99.00
.0
99.00
99.00
.0
99.00
.0
.0
100.00
100.00
100.00
100.00
.0
100.00
100.00
.0
101.00
101.00
101.00
101.00
101.00
.0
101.00
.0
102.00
102.00
102.00
.0
.0
.0
.0
103.00
.0
.0
L O
A D U
N L
O A
D
H A
Z A
R D
O U
S C
A R
G O P
A D
T A
X
IW
A Y H
T A
X
IL
A N
E
P E
R
IP
H E
R A
L
X
IW
A Y H
EX. TAXIWAY F / TAXIWAY G
APRON
PARKING
PERIPHERAL TAXILANE
T A
X
IL
A N
E
T A
X
IL
A N
E
P E
R
IP
H E
R
L
E X T
A X
IW
A Y E
EX. RUNWAY CENTERLINE
T A
X
IW
A Y G
EX. TAXIWAY F
EX. RUNWAY CENTERLINE
99 98
POST BUMPING
ROAD "A
ROAD "C"
R O
A D "B
7.5m 7.5m
15m 11.5m3m2m3m
7.5m 7.5m11.25m 11.25m
3m2m 7.5m7.5m 11.25m
10m (MIN.)
VARIES
CP-301
SCALE: N.T.S.
1.00%TO CLOSED DRAINAGE
STATION 32+07.03 TO STATION 35+58.92 TAXIWAY H
STATION 25+70.70 TO STATION 26+32.20 TAXIWAY G
STATION 20+42.00 TO STATION 23+41.70 TAXIWAY G
PROPOSED SECTION - TAXIWAYS G AND H
CL
1m
INLET
DRAIN
STORM
SCALE: N.T.S.
GEOTEXTILE
GEOTEXTILE
BASE COURSE
252mm (MIN.) AGGREGATE
BASE COURSE
252mm (MIN.) AGGREGATE
TO CLOSED DRAINAGE
4% (2% TO 4% ALLOWED)
4% (2% TO 4% ALLOWED) 4% (2% TO 4% ALLOWED)
4% (2% TO 4% ALLOWED)
1.00% (1% TO 1.5% ALLOWED)
4% (2% TO 4% ALLOWED)
C O
N C
E P
T U
A L
T Y
P
IC
A L P
A V
E M
E N
T S
E C
T
IO
N S
F O
R I
N F
O R
M A
T
IO
N O
N L
Y
1m
INLET
DRAIN
STORM
SCALE: N.T.S.
10% M
IN.10% MIN.
4% (2% TO 4% ALLOWED)
1.00% (1% TO 1.5% ALLOWED)
PROPOSED SECTION - EXPLOSIVE CARGO PAD LOAD UNLOAD
SYSTEM)
DRAINAGE
(TO CLOSED
STORM PIPE
STATION 30+71.16 TO STATION 32+07.003 EXPLOSIVE CARGO PAD LOAD UNLOAD
PROPOSED SECTION - PARKING APRON
STATION 30+71.16 TO STATION 32+07.003 HAZARDOUS CARGO PAD LOAD UNLOAD
GEOTEXTILE
BASE COURSE
252mm (MIN.) AGGREGATE
4% (2% TO 4% ALLOWED)
BASE COURSE
150mm (MIN.) AGGREGATE
4% (2% TO 4% ALLOWED)
SYSTEM)
DRAINAGE
(TO CLOSED
STORM PIPE
BASE COURSE
150mm (MIN.) AGGREGATE
DEFLECTION BERM
EARTHEN JET BLAST
51mm (MIN.) OF HMA 51mm (MIN.) OF HMA
10% (MIN.) 10% (
MIN
1.00% MAX., PER HN REQUIREMENTS)
354mm (MIN.) PCC PAVEMENT
6mm (MIN.) SUBDRAIN6mm (MIN.) SUBDRAIN
( 2-51mm LIFTS)
102mm (MIN.) OF HMA
113mm (MIN.) DRAINAGE LAYER
354mm (MIN.) PCC PAVEMENT
113mm (MIN.) DRAINAGE LAYER
6mm (MIN.) SUBDRAIN ( 2-51mm LIFTS)
102mm (MIN.) OF HMA
113mm (MIN.) DRAINAGE LAYER
6mm (MIN.) SUBDRAIN
( 2-51mm LIFTS)
102mm (MIN.) OF HMA
113mm (MIN.) DRAINAGE LAYER
51mm (MIN.) OF HMA
51mm (MIN.) OF HMA
390mm (MIN.) BASE COURSE
390mm (MIN.) BASE COURSE
354mm (MIN.) PCC PAVEMENT
113mm (MIN.) DRAINAGE LAYER
390mm (MIN.) BASE COURSE
113mm (MIN.) DRAINAGE LAYER
BASE COURSE
383mm (MIN.) AGGREGATE
BASE COURSE
383mm (MIN.) AGGREGATE
BASE COURSE
383mm (MIN.) AGGREGATE
R F I A
M E
N D
M E
N T
/2
/1
US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
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D E
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D B
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S U
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T E
D B
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C H
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D B
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A N
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U E D
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C O
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N N
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2 3 4 5 6 7 8 9 10
F
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A
D A
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M A
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U S A
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O R
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IN
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
E U
R O
P E D
IS
T R
IC
T K
D
J D
C M
A S S
H O
W N
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
-M
A Y -2
IP
P
E N
T A
B L E
T -0
M K
A ir
B a s e
R o m a n ia \S h e e ts \1
-C
P -3
.d g n
W
IE
S B
A D
E N
G E
R M
A N
Y
L O
A D U
N L
O A
D A
P R
O N
E X
P L
O S
IV
E C
A R
G O
M
IH
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K
O G
A L
N
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E A
N U A
B
R O
W
G B -1
-D -0
-F
E B
R U
A R
Y -1
EA-103
20m0 10
SCALE = 1:500
MATCHLINE - SEE SHEET EA-102
M A
T C
H L
IN
E S
T A
.0
S
E E S
H E
E T E
A -1
EA-101
EA-103 EA-104
EA-102
KEY MAP
C O
N C
E P
T U
A L
A
IR
F
IE
L D L
IG
H T
IN
G P
L A
N
F O
R I
N F
O R
M A
T
IO
N O
N L
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NORTH
PLAN
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F I
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US Army Corps of Engineers ®
SHEET ID
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
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T E
D B
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S
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C H
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K E
D B
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A N
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C O
N T
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S O
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A T
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
C
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A
D A
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M A
R K
D E
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IP
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U S A
R M
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O R
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N G
IN
E E
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UNCLASSIFIED\\FOR OFFICIAL USE ONLY
E U
R O
P E D
IS
T R
IC
T K
D
J D
C M
A S S
H O
W N
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
-M
A Y -2
IP
P
E N
T A
B L E
T -0
M K
A ir
B a s e
R o m a n ia \S h e e ts \1
-E
A -1
.d g n
W
IE
S B
A D
E N
G E
R M
A N
Y
L O
A D U
N L
O A
D A
P R
O N
E X
P L
O S
IV
E C
A R
G O
M
IH
A
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K
O G
A L
N
IC
E A
N U A
B
R O
W
G B -1
-D -0
-F
E B
R U
A R
Y -1
LOAD UNLOAD
HAZARDOUS CARGO PAD
TAXIWAY H
T A X
ILA
N E
LOCATE FLOOD LIGHT POLES
OUTSIDE CLEARANCE LINES (TYP.)
APRON SHOULDER EOP (TYP.)
TAXIWAY/APRON EOP (TYP.)
P O
T
.0
SIGN
FURNISH AND INSTALL RUNWAY HOLD
FLOOD LIGHT
FURNISH AND INSTALL POLE MOUNTED
RUNWAY GUARD BAR LIGHT
FURNISH AND INSTALL ELEVATED
LIGHT
FURNISH AND INSTALL TAXIWAY END
LIGHT
FURNISH AND INSTALL TAXIWAY EDGE
ELECTRICAL SYMBOLS LEGEND
DETERMINED.
LOCATION AND SIZE TO BE
CONSTANT CURRENT REQULATORS.
PANELS, TRANSFORMERS AND
DISTRIBUTION EQUIPMENT,
NEW VAULT TO HOUSE ELECTRICAL
CONTRACTOR SHALL PROVIDE A
NOTE
R O
A D
C
ROAD "B"
| 18876401-C-103 |
| References |
| Cut, 18876401-C-AF-CUT01.dgn |
| BDR, 18876401-G-BS01.dgn |
| 18876401-C-AFNEST01.dgn |
| Prop Legend, 18876401-C-AF-LEGD.dgn |
| INSET, 18876401-C-AFNEST01.dgn |
| 185671M-C-112.dgn |
| 18876401-CD-103 |
| References |
| Cut, 18876401-C-AF-CUT01.dgn |
| BDR, 18876401-G-BS01.dgn |
| 18876401-CD-AFNEST01.dgn |
| Demo Legend, 18876401-C-AF-LEGD.dgn |
| 18876401-CG-103 |
| References |
| Cut, 18876401-C-AF-CUT01.dgn |
| BDR, 18876401-G-BS01.dgn |
| 18876401-CG-AFNEST01.dgn |
| Drainage Legend, 18876401-C-AF-LEGD.dgn |
| AEC_DesignSeed_Horizontal_2D - Copy (2).dgn |
| INSET, 18876401-CG-AFNEST01.dgn |
| 18876401-CG-105 |
| 18876401-CG-105 |
| Saved Views |
| BDR |
| References |
| Large Grading, 18876401-C-AF-LEGD.dgn |
| BDR, 18876401-G-BS01.dgn |
| 18876401-CG-AFNEST02.dgn |
| 18876401-C-AF-PAT01.dgn |
| 18876401-CP-301 |
| References |
| BDR, 18876401-G-BS01.dgn |
| 18876401-EA-103 |
| 18876401-EA-103 |
| References |
| Cut, 18876401-C-AF-CUT01.dgn |
| BDR, 18876401-G-BS01.dgn |
| 18876401-EA-AFNEST01.dgn |
| Lighting Legend, 18876401-C-AF-LEGD.dgn |
File details come from the government source that posted it.