Am_0004-Drawings.pdf
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- Solicitation number
- W9128F21R0024
About this file
This package includes construction drawings and specifications for the B-21 Low-Observable Restoration Facility at Ellsworth Air Force Base in South Dakota. The solicitation is being conducted by the Department of the Army Corps of Engineers Omaha District on behalf of the Air Force.
The project involves constructing a new two-bay restoration facility to service B-21 bombers. The drawings provide details for site work including grading, drainage and utilities, as well as pavement and building details. Specifications cover asphalt, concrete, fencing and other site elements. The 100% design package is being issued for pricing, with proposals due on April 21, 2021. Upon selection of the best value proposal, construction is slated to begin in fiscal year 2022.
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Text version
C-001
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5/
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BORING LOCATION
FIRE HYDRANT
BUILDINGS AND STRUCTURES
CURB AND GUTTER
ROADS AND PAVED AREAS
SECTION INDICATORS
SIGN
UTILITY DEMOLITION
CONCRETE DEMOLITION
BUILDING DEMOLITION
ASPHALT DEMOLITION
CENTERLINE
MATCH LINE
LETTER DESIGNATION
OF SECTION/DETAIL
DWG. NO. WHERE
SECTION IS DETAILED
XX
XXXXX
XXX
MISCELLANEOUS STRUCTURE
DEMOLITION
AIRFIELD CONCRETE
STABILIZED CONSTRUCTION ENTRANCE
LOW-PROFILE BARRICADE
TEMPORARY BARRIER MOUNTED FOD FENCE
TEMPORARY ORANGE SAFETY FENCE
SAWCUT FULL DEPTH
MISCELLANEOUS DEMOLITION
AIRFIELD SHOULDER ASPHALT PAVEMENT
SIDEWALK CONCRETE
VEHICULAR CONCRETE
ABA ARCHITECTURAL BARRIERS ACT
ABC AGGREGATE BASE COURSE
AC ACRE / ASBESTOS CEMENT/ADVISORY CIRCULAR
ACM ASBESTOS CEMENT MATERIAL
ADA AMERICANS WITH DISABILITIES ACT
AF AIR FORCE
AFB AIR FORCE BASE
AG AIRCRAFT GROUND
AGE AIRCRAFT GROUND SUPPORT EQUIPMENT
ATFP ANTI-TERRORISM/FORCE PROTECTION
B/C or BC BOTTOM OF CURB
BCE BASE CIVIL ENGINEERING
B/L BUILDING LINE
BM BENCHMARK
CB CATCH BASIN
C-C CENTER TO CENTER
CE CIVIL ENGINEERING
COE CORPS OF ENGINEERS
CONC CONCRETE
CPNODE CATHODIC PROTECTION SYSTEM NODE
CGMP CORRUGATED GALVANIZED METAL PIPE
CGMPA CORRUGATED GALVANIZED METAL PIPE ARCH
CI CURB INLET OR CAST IRON PIPE
CGI CURB/GUTTER INLET
CO CLEAN OUT
COR CONTRACTING OFFICER'S REPRESENTATIVE
CL CENTERLINE
DENR DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES
DEPT DEPARTMENT
DI DUCTILE IRON OR DROP INLET
DIA DIAMETER
DOT DEPARTMENT OF TRANSPORTATION
DS DOWNSPOUT
DV DISTINGUISHED VISITOR
EAFB ELLSWORTH AIR FORCE BASE
ECP ENTRY CONTROL POINT
EFSO EMERGENCY FUEL SHUT OFF
ELEC ELECTRICAL
EL/ELEV ELEVATION
EPS ENVIRONMENTAL PROTECTION SHELTERS
FAA FEDERAL AVIATION ADMINISTRATION
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FEV FUEL-EFFICIENT VEHICLE
FF FINISH FLOOR
FH FIRE HYDRANT
FL FLOW LINE
FOD FOREIGN OBJECT DEBRIS
FT FOOT
FTU FORMAL TRAINING UNIT
FW FIREWATER
GCA GRADED CRUSHED AGGREGATE
GI GRATED INLET
GOVT GOVERNMENT
GSE GROUND SUPPORT EQUIPMENT
HDPE HIGH DENSITY POLYETHYLENE
HQ HEADQUARTERS
HW HEADWALL
LBP LEAD BASED PAINT
LEV LOW-EMITTING VEHICLE
LO LOW OBSERVABLE
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MPF MISSION PLANNING FACILITY
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
MW MONITORING WELL
NO NUMBER
NPW NON-POTABLE WATER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PI POINT OF INTERSECTION
PN PRAXAIR NODE
POV PRIVATELY OWNED VEHICLE
PVC POLYVINYL CHLORIDE
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RF RADIO FREQUENCY
RFDC REMOTE FIRE DEPARTMENT CONNECTION
SS SANITARY SEWER
SDI STORM DRAIN INLET
SDMH STORM DRAIN MANHOLE
ST, SD STORM SEWER, STORM DRAIN, STREET
SWPPP STORM WATER POLLUTION
PREVENTION PLAN
T/C TOP OF CURB
TELE TELEPHONE
TEMP TEMPORARY
TW TAXIWAY
TYP TYPICAL
USAF UNITED STATES AIR FORCE
WM WATER METER
WV WATER VALVE
WWF WELDED WIRE FABRIC
VCP VITRIFIED CLAY PIPE
SIDEWALK DEMOLITION
US Army Corps of Engineers ®
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TAXIWAY CLOSURE
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
-0.50%
3220.00
SILT FENCE
AREA INLET PROTECTION
3220.00 T/C
3220.50 B/C
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
SEEDING/GRASS
SF
SLOPE
NEW DESCRIPTION
PROPOSED LEGEND
NEW DESCRIPTION ABBREVIATIONS DESCRIPTION
ABBREVIATIONS
DESCRIPTION
SURVEY LEGEND
EXISTING
DOWELED CONSTRUCTION JOINT
THICKENED EDGE ISOLATION
JOINT AT STRUCTURE
DUMMY CONTRACTION JOINT
REINFORCED SLAB
B1
E
D
THICKENED EDGE
ISOLATION JOINT
B
TRANSITION FROM PCC TO ACF
GROUNDING POINTS
(SEE ELECTRICAL)
FH
G
SDMH
SSMH
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
CATCH BASIN
FIRE HYDRANT
WATER LINE
GAS LINE
VALVE
SANITARY SEWER LINE
STORM DRAIN LINE
CB
S
D
SDDI
COMMUNICATIONS MANHOLE
ELECTRICAL MANHOLE
M H
M H
UNDERGROUND
ELECTRICAL DUCTBANKUE
UNDERGROUND
COMMUNICATIONS DUCTBANK
WW6"W
COM
8" SS
24" SD
FIRE WATER LINEWW8"FW
FOUNDATION SUBDRAIN LINEFSD
WATER VALVE
GAS VALVE
FUEL VAULT MANHOLE
FUEL VENT
LIGHT POLE
STORM WATER SEWER MANHOLE
BOLLARD
STORM WATER CATCH BASIN
CLEAN OUT
COMMUNICATION MANHOLE
ELECTRIC VAULT MANHOLE
SANITARY SEWER
STORM WATER SEWER
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
FUEL MAIN PIPE
GAS LINE
WATER MAIN
EXISTING SECURITY FENCE
.59
SPOT ELEVATION
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM WATER INLET
SAN
SD
ES
E
COMM
W
G
X
JF
AG
PN PIPE NOTIFICATION MARKER
AIRCRAFT GROUNDING
MH
LANDSCAPE ROCK MOW STRIP
GSE CONCRETE
PAVEMENT
INDUSTRIAL WASTE MANHOLE
MH INDUSTRIAL WASTE MANHOLE
CLEANOUTCO
IWMH
CO
UNDERDRAIN PIPEUD
THICKENED EDGE DOWELED
CONSTRUCTION JOINTG1/G2
ABBREVIATIONS DESCRIPTION
INW INDUSTRIAL WASTE LINE
F FIREWATER LINE
VEHICULAR GSE ASPHALT
G2"G
AutoCAD SHX Text
AutoCAD SHX Text 3220.50
AutoCAD SHX Text
GV
AutoCAD SHX Text F
AutoCAD SHX Text
SS
AutoCAD SHX Text
WV
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
SD
AREA INLET
RIM=3221.46
FL=3214.93
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
" R
C P
" R
C P
SD6
" P
VC
SD
SD
SD
SD
" R
C P
24" RCP24" RCP
SD
SD
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD
SD
SD
BUILDING 7260
DOCK 61 AG
AG AG AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AGAG
AG
AGAGAG
AG
AG
AG
AG
AG AG
W
AR
N
IN
G
W
AR
NI
NG
W
AR
NI
NG
WARNING
WARNINGWARNING
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
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D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
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N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
HANGAR DOOR RAIL
CLEANOUT
RIM=3223.29
FL=3219.47
CLEANOUT
RIM=3222.87
FL=3219.28
CLEANOUT
RIM=3222.85
FL=3218.17
AG
CLEANOUT
IN CONCRETE
RIM=3221.92
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.93
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.94
(CAN'T OPEN LID)
STORM SEWER
CLEANOUT TYPE LID
RIM=3222.12
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.56
FL=3217.99
CLEANOUT
IN CONCRETE
RIM=3219.61
(CAN'T OPEN LID)
AREA INLET
RIM=3219.68
FL NW=3212.23
FL NE=3212.85
FL SE=3212.03
AREA INLET
RIM=3212.70
FL=3206.38
STORM SEWER JB
MH RIM=3224.29
FL NW=3212.57
INV NE=3212.64
INV SE=3212.39
STORM SEWER JB
MH RIM=3226.09
FL NW 6" HDPE=3218.87
FL NW 24" RCP=3213.12
FL NE=3221.98
FL SE=3213.07
STORM SEWER JB
MH RIM=3225.48
FL BOX=3217.41
5'± OF WATER IN BOX,
CAN'T SEE PIPE(S)
AREA INLET
RIM=3224.36
FL=3213.73
AREA INLET
RIM=3224.34
FL=3213.73
AREA INLET
RIM=3224.72
FL=3214.61
AREA INLET
RIM=3224.72
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.07
FL=3215.32
AREA INLET
RIM=3225.06
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.41
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.43
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.82
FL=3216.57
AREA INLET
RIM=3225.81
(NO INV - VALVE CLOSED)
RIM=3226.15
FL=3217.25
AREA INLET
RIM=3226.14
(NO INV - VALVE CLOSED)
O
VE
R H
EA
D
D O
O R
O
VE
R H
EA
D
D O
O R
BUILDING
12302
DS
DS
DS
DS
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
INDUSTRIAL WASTE MH
RIM=3220.64
INV NW=3210.43
INV SW=3210.89
INV E=3210.39
8" A
C
8" A
C
AIRFIELD
SECURITY
FENCE
FINISH FLOOR=3223.23
FINISH FLOOR=3223.25
6" VCP
24" RCP
8" A
C
8" AC
INDUSTRIAL WASTE MH
RIM=3221.76
INV NW=3215.43
INV NE=3215.64
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
CONCRETE
CONCRETE
ASPHALT
CONCRETE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
SI
DE
W
AL
K
SI
DE
W
AL
K
SLIDE GATE SUPPORT
POSTS IN CONCRETE
SLIDE GATE SUPPORT
POSTS AND CONTROL
BOX IN CONCRETE
CONEX CONTAINER
CONEX CONTAINER
6" V
C P
CONCRETE
BOLLARDS
BOLLARDS
ASPHALT
HANGAR DOOR RAILS
SIDEWALK
STORM SEWER JB
MH RIM=3222.05
FL SE - INLET OPENING
AT BACK OF BOX=3220.70
FL NE=3214.36
FL SW=3214.17
FL BOX=3214.02
BOLLARDS
SIDEWALK
SIDEWALK
HANGAR DOOR RAIL
WOODEN
FENCE
CONCRETE
CONCRETE
AREA INLET
RIM=3221.26
FL=3216.46
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3213.17
INV SW=3213.36
INV NE=3213.82
INV SE=3213.24
CONCRETE
SIDEWALK
AREA INLET
RIM=3223.34
FL=3216.79
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3212.97
INV SE=3213.04
AREA INLET
RIM=3222.59±
(NO GRATE - STEEL PLATE
COVERS TOP OF BOX)
FL NE=3216.29
FL 12" SW=3215.84
FL 4" SW=3220.89
SLIDE GATE
BUILDING7279
8" H
D
PE
8" H
D
PE
INDUSTRIAL WASTE MH
RIM=3222.13
INV SW=3213.99
INV NE=3214.15
8" A
C
" H D
PE
10"
8" P
VC
8"
P
VC
8" P
VC
8"
P
VC
8" P
VC
8"
P
VC
8" PVC
8" P
VC
" R
C P
" R
C P
" R
C P
8"
ST
OP
SLIDE GATE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
SLIDE GATE SUPPORT
POSTS AND CONTROL
BOX IN CONCRETE
SLIDE GATE SUPPORT
POSTS IN CONCRETE
CONCRETE
DS
DS
DS
DS
O
VE
R H
EA
D
D O
O R
SI
D
EW
AL
K
SI
D
EW
AL
K
C O
N C
R
ET
E
C O
N C
R
ET
E
C O
N C
R
ET
E
CONCRETE
CONCRETE
C O
N C
R
ET
E
H
AM
IL
TO
N S
TR
EE
T H
AM
IL
TO
N
S
TR
EE
T
H
AM
IL
TO
N S
TR
EE
T
SD
" R C
P
" R C
P
15 M
PH
SD
SD
SD SD SD SD
WARNING
W
AR
N
IN
G
WARNING
W
AR
N
IN
G W
AR
N
IN
G
W
AR
N
IN
G
WARNING
WARNING
WARNINGWARNING
W
AR
N
IN
G W
AR
N
IN
G
W
AR
N
IN
G W
AR
N
IN
G
WARNING WARNING
AREA INLET
RIM=3212.70
FL BOX=3206.38
STORM SEWER MH
IN CONCRETE
RIM=3214.62
FL NW=3210.65
FL SE=3210.65
FL BOX=3205.90
STORM SEWER JB
MH RIM=3214.66
FL NW=3209.69
FL SE=3209.70
FL NE=3205.03
FL SW=3204.99
COMMUNICATIONS MH
RIM=3213.63
(CAN'T OPEN LID)
AREA INLET
RIM=3215.71
FL=3211.58
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
ELECTRIC VAULT
RIM=3217.38
(CAN'T OPEN LID)
BOLLARDS
SPIGOT
PVC IN SQUARE METAL
PIPE IN CONCRETE
(UNKNOWN PURPOSE)
CONCRETE VAULT
LID=3217.80
(CAN'T OPEN LID)
CONCRETE
DOWNSPOUT
GOES INTO PIPE
UNDERGROUND
C O
N C
R
ET
E C
O N
C R
ET
E
BOLLARDS
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
COMMUNICATIONS VAULT
VAULT LID=3216.04
COMMUNICATIONS VAULT
VAULT LID=3216.02
AIRFIELD SECURITY FENCE
AIRFIELD
SECURITY
FENCE
BUILDING7279
REVOLVING
PEDESTRIAN GATES
SLIDE GATE
SUPPORT POST
BOLLARDS
SLIDE GATE
SLIDE GATE
SUPPORT POST
36" RCP
STORM SEWER JB
MH RIM=3210.30
FL NW=3199.15
36" RCP
6" VCP 6" VCP
6" HDPE 6" HDPE
" R
C P
ELECTRIC MH
RIM=3217.07
(CAN'T OPEN LID)
15" RCP
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC ?
4"
BUILDING 7504
PRIDE HANGAR
AIRFIELD
SECURITY
FENCE
BOLLARDS
8" AC8" AC
6" A
C
8" A
C
X X X
SD
SD
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
SPIGOT
PVC IN SQUARE METAL
PIPE IN CONCRETE
(UNKNOWN PURPOSE)
DOWNSPOUT
GOES INTO PIPE
UNDERGROUND
ASPHALT
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC
4"
BUILDING 7504
PRIDE HANGAR
THRESHOLD
EL=3215.66
FINISH FLOOR
EL=3215.73
THRESHOLD
EL=3216.94
THRESHOLD
EL=3216.98
CPT
X X
X X
X X
X X
X X
X X
X X
X
X X X
X X
X X
X X
X X
X X
X X
X X
X X
XXX
X
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
STORM SEWER MH
RIM=3215.80
FL=
" R
C P
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
O
VE
R H
EA
D
D O
O R
O
VE
R H
EA
D
D O
O R
SD
SD
SD
DS
DS
DS
SD
AREA INLET
RIM=3222.59±
(NO GRATE - STEEL PLATE
COVERS TOP OF BOX)
FL NE=3216.29
FL 12" SW=3215.84
FL 4" SW=3220.89
RIM=3226.15
FL=3217.25
AREA INLET
RIM=3226.14
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3223.34
FL=3216.79
AREA INLET
RIM=3225.82
FL=3216.57
AREA INLET
RIM=3225.81
(NO INV - VALVE CLOSED)
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3213.17
INV SW=3213.36
INV NE=3213.82
INV SE=3213.24
CLEANOUT
IN CONCRETE
RIM=3221.53
(CAN'T OPEN LID)
SD
SD
SD
AREA INLET
RIM=3215.71
FL=3211.58
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
BOLLARDS
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AREA INLET
RIM=3214.42
FL=3212.32
15" RCP
15" RCP
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC ?
4"
ASPHALT
ASPHALT
.56
.28
12"
12"
12"
6"
24"
36" SD
SD
STORM SEWER MH
RIM=3215.65
FL SW=3206.67
FL NE=3209.58
FL SE=3206.31
" R
C P
36" RCP
AIRFIELD
SECURITY
FENCE
COMMUNICATIONS BOX
ON WOODEN POST
COMMUNICATIONS/ELECTRIC VAULT
MH RIM=3220.23
BOTTOM VAULT=3212.65
CONCRETE
6" PVC
FL=3215.28
6" PVC
FL=3215.60
CONCRETE
JERSEY BARRIERS
ASPHALT
ASPHALT
ASSUMED GUTTER LIP
UNDER ASPHALT OVERLAY
EXPOSED DUCTBANK
EXPOSED DUCTBANK
AREA INLET
RIM=3212.92
FL=3210.55
AREA INLET
RIM=3216.45
FL=3210.32
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
8" A
C
8" A
C
8" V
CP
COMMUNICATIONS VAULT
MH RIM=3217.02
VAULT BOTTOM=3209.41ELECTRIC VAULT
MH RIM=3217.04
VAULT BOTTOM=3209.43
ELECTRIC BOX ON
CONCRETE PAD
ELECTRIC BOXES ON
CONCRETE PADS
18" RCP
24" RCP
CONCRETE PAN CONCRETE PAN
C O
N C
R
ET
E
PA
N
CONCRETE
PAN
STORM SEWER MH
RIM=3222.72
FL SW=3219.02
FL NE=3219.00
FL SE=3218.81
STORM SEWER MH
IN CONCRETE
RIM=3222.28
FL SW=3219.00
FL NE=3219.01
FL MH=3217.74
AREA INLET
RIM=3221.46
FL=3214.93
STORM SEWER
CLEANOUT TYPE LID
RIM=3223.32
FL=3219.72
CLEANOUT
RIM=3222.87
FL=3219.34
CLEANOUT
RIM=3222.86
FL=3218.12
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
AG
ASSUMED GUTTER LIP
UNDER ASPHALT OVERLAY
ASPHALT
G
AT
E
AIRFIELD
SECURITY
FENCE
AG
AG
AG
AG
AG
AG AG
AG
AG
AGAG
AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG
ASPHALT
ASPHALT
CONCRETE
ASPHALT
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
" R
C P
" R
C P
" R
C P
CLEANOUT
IN CONCRETE
RIM=3221.92
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.93
(CAN'T OPEN LID)
8" VCP8" VCP
6" V
C P
METAL SAFETY RAIL
HANGAR DOOR RAILS
HANGAR DOOR RAILS
8" P
VC
8" A
C
8" A
C
8" V
CP
FINISH FLOOR=3223.23
FINISH FLOOR=3223.25
SD
M C
C O
N N
EL
L
BO
U
LE
VA
R D
(A
SP
H
AL
T)
AS
SU
M
ED
G U
TT
ER
L
IP
U N
D
ER
A
SP
H
AL
T O
VE
R
LA
Y
TAXIWAY ALPHA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
TO
W
O
NL
Y
TO
W O
NL
Y
SD
SD
SD
SD
SD
SD
SD
SD
E E E E E
E E
E E
E
ESES
ESES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ESES ESES
ES ES ES ES ES ES ES ES
ESESES
ES ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESES ES
ES
ES ES
ES
ES ESES ESES ESES
ESES
ES
ES ES ES ES ES ES ES ES ES
ES ES
ES ES
ES
ES
ES
ES ESES ESES ESES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ESES ES ES ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES
ESES
ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ESES ESES
ESESES
ES
ES
ES
ES
ES
ES
ES
ESESES
ES
ES
ES
ES
ES ES
G
G G
G
G G G G G
G G
G
G G G
G G
G
GG
G G
G G
G G
G G
W
W
W W
W W
W
W W
W
WWW
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
SA
N
SA
N
SA
N
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
4" P
VC
O
VE
R H
EA
D
D O
O R
DS
DS
DS
FINISH FLOOR=3222.41
HANGAR DOOR RAIL
ELECTRIC BOX
SI
D
EW
AL
K
GAS RISER
PIPES
CONDUIT & BOX
ON BUILDING WALL
WOODEN
FENCE
SI
D
EW
AL
K
" R
C P
CONCRETE
" R
C P
O
VE
R H
EA
D
D O
O R
BUILDING 7262
DOCK 60
DS
FINISH FLOOR=3222.43
SIDEWALK
SIDEWALK
CONCRETE
CONCRETE
C O
N C
R
ET
E
CONCRETE
FINISH FLOOR=3222.46
CONDUIT & BOX
ON BUILDING WALL
ELECTRIC SWITCH
ON BUILDING WALL
CONCRETE PAD
SIDEWALK
SPIGOT
SI
D
EW
AL
K
CONCRETE
6" P
VC
8" VCP
6" V
C P
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
10" HDPE
6" P
VC
AG
AG
AGAG
AGAG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AGAG
AG
AG
" R
C P
10" PVC
AGAG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
CONCRETE
6" VCP
CONCRETE CURB
(NO GUTTER)
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
CONCRETE
6" VCP
BLDG.
BLDG.
6" VCP
SIDEWALK
10" PVC
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG
AG
AG
AG
AG
AG
AG
CONCRETE
FUEL PUMP ISLAND
STORM DRAIN PIPE
THROUGH ISLAND
CONCRETE
CONCRETE BOX
(UNKNOWN PURPOSE)
CONCRETE
CONCRETE BOX
(UNKNOWN PURPOSE)
ASPHALT
CONCRETE
ASPHALT
6" V
C P
BOLLARDS
ASPHALT
ASPHALT
6" VCP 6" VCP8" PVC
8" PVC
6" PVC
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
" R
C P
AG
AG
AG
CONCRETE
ASPHALT
ASPHALT
8" HDPE
8" P
VC
CONCRETE
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
BOLLARDS
BUILDING
12303
BUILDING
CONCRETE
CONCRETE
CONCRETE
" R
C P
ASPHALT
CONCRETE
CONCRETE
STOP
CASTLE DRIVE
CONCRETE
ASPHALT
CONCRETE
E
ESES
ES
WWW
W
W
SD
SD
ELECTRIC VAULT
MH RIM=3221.98
BOTTOM VAULT=3213.95
COMMUNICATIONS VAULT
MH RIM=3221.96
BOTTOM VAULT=3213.93
ELECTRIC BOX ON
CONCRETE PAD
BRACE FOR
RISER PIPE
3.5" DIA.
RISER PIPE
CONCRETE
CASS FUEL PIT
MH RIM=3221.14
BOTTOM=3217.84
CASS FUEL PIT
MH RIM=3220.98
BOTTOM=3217.68
FUEL TANK LIDS,
SIGN & BOLLARDS
IN CONCRETE
DSDS
ELECTRIC METER
CONCRETE CURB
(NO GUTTER)
METAL RIM/NO LID
FILLED WITH CONCRETE
SD
AREA INLET
RIM=3220.19
(NO INVERT - VALVE CLOSED)
AREA INLET
RIM=3219.50
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3219.52
(NO INV -
VALVE CLOSED)
STORM DRAIN PIPE
THROUGH ISLAND
STORM MH
RIM=3220.80
INV N=3217.89
INV S=3217.83
STORM MH
RIM=3220.35
FL=3217.10
SD
6" VCPMETAL RIM/NO LID
FILLED WITH CONCRETE
METAL RIM/NO LID
FILLED WITH CONCRETE
AREA INLET
RIM=3220.08
(NO INV - VALVE CLOSED)
CLEANOUT
IN CONCRETE
RIM=3221.80
(NO INV -
FULL OF SOIL)
STORM SEWER MH
RIM=3220.86
FL=3216.07
HANGAR DOOR RAILS
DS
CONCRETE WALL
CONCRETE BOX
(UNKNOWN PURPOSE)
AIR-CONDITIONER
ON CONCRETE PAD
YARD
HYDRANT
ELECTRIC MOTOR
ON CONCRETE PAD
ELECTRIC SWITCH
CONCRETE
ELECTRIC BOX ON
CONCRETE PAD
6" VCP
CLEANOUT
IN CONCRETE
RIM=3221.60
FL=3218.51 ?
8" PVC
8" PVC
" R
C P
" R
C P
STORM SEWER
CLEANOUT TYPE LID
IN CONCRETE
RIM=3221.84
FL=3216.93
CLEANOUT
IN CONCRETE
RIM=3220.44
FL=3216.37
STORM SEWER JB
MH RIM=3220.88
FL BOX=3212.52
FL 6" NW=3215.95
FL 6" SE=3216.56
CLEANOUT
RIM=3220.64
(NO INV - PVC CAPPED)
AREA INLET
RIM=3219.91
FL=3212.31
STORM SEWER MH
IN CONCRETE
RIM=3220.13
FL BOX=3214.82
STORM SEWER MH
IN CONCRETE
RIM=3220.25
FL=3217.16
AREA INLET
RIM=3219.58
(NO INV - VALVE
CLOSED)
AREA INLET
RIM=3219.46
(NO INV - VALVE CLOSED)
WATER VAULT
MH LID=3220.46
BOTTOM VAULT=3214.29
CONCRETE BOX
(UNKNOWN PURPOSE)
6" V
C P
12" RCP
12" RCP?
" R
C P
SD
SD
AREA INLET
RIM=3218.32
FL=3210.73
AREA INLET
RIM=3217.63
FL NW=3209.83
FL S=3209.51
FL NE=3209.81
STORM SEWER JB
MH RIM=3219.59
FL BOX=3209.26
FL NE=3215.18
FL SW=3212.95
ELECTRIC VAULT
MH RIM=3219.44
(CAN'T OPEN LID)
ELECTRIC
JUNCTION
BOX
ELECTRIC
JUNCTION BOX
" R
C P
6" V
C P
POSSIBLE DRAIN
FOR ELECTRIC
VAULT
6" V
C P
6" V
CP
WARNING
WARNING
WARNING
WARNING
WARNING
CLEANOUT
RIM=3220.28
(CAN'T OPEN LID)
CLEANOUT
RIM=3220.79
(CAN'T OPEN LID)
CLEANOUT
RIM=3219.42
(CAN'T OPEN LID)
ASPHALT
ELECTRIC VAULT
MH RIM=3219.11
(CAN'T OPEN LID)
MANHOLE IN CONCRETE
(UNKNOWN PURPOSE)
RIM=3220.30
FL NW=3213.36
FL NE=3213.38
6" VCP
8" PVC
6"
V C
P
" R
C P
" R
C P
" R
C P
8" VCP AG
STORM SEWER MH
RIM=3221.89
FL 6" SW=3218.17
FL 6" NE=3218.17
FL 8" SE=3217.89
STORM SEWER MH
RIM=3221.51
FL 6" SW=3213.83
FL 6" NE=3218.35
FL MH=3216.96
AREA INLET
RIM=3220.64
FL=3213.89
CLEANOUT
RIM=3220.93
(NO LID - FILLED
WITH CONCRETE)
CLEANOUT
RIM=3221.67
(NO LID, FILLED
WITH CONCRETE)
STORM SEWER
CLEANOUT TYPE LID
RIM=3222.47
FL=3218.64
CLEANOUT
RIM=3222.01
FL=3218.53
CLEANOUT
RIM=3221.99
FL=3217.17
CLEANOUT
RIM=3222.01
FL=3217.34
CLEANOUT
RIM=3221.98
FL=3217.17
CLEANOUT
IN CONCRETE
RIM=3221.55
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.55
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.19
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.19
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.08
FL=3217.40 ?
CLEANOUT
IN CONCRETE
RIM=3221.06
(CAN'T OPEN LID)
AREA INLET
RIM=3220.10
FL=3212.94
CLEANOUT
IN CONCRETE
RIM=3220.84
FL=3212.60
CLEANOUT
IN CONCRETE
RIM=3220.74
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3220.62
FL=3216.77
8" P
VC
8"
P
VC
6" PVC
CLEANOUT?
(CONCRETED OVER)
DS
DS
HANGAR DOOR RAILS
ELECTRIC BOX
ELECTRIC BOXES ON
CONCRETE PADS
METAL SAFETY RAIL
CLEANOUT
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.44
(NO LID - FILLED
WITH CONCRETE)
C O
M M
C O
M M
COMM
C O
M M
C O
M M
E E
E
EEE
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
C O
M M
C O
M M
W W W W W W W W W
W W
W
COMM
COMM
COMM
COMM
PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
SD
ESES ESES
G G
G
G
E
ASPHALT
24" RCP
24" RCP
SD SD SD24" RCP 24" RCP
STORM SEWER MH
IN CONCRETE
RIM=3219.35
FL BOX=3208.59
FL NE=3215.36
FL SW=3214.98 SD
SD
SD
24" RCP
24" RCP
CP
18" RC ARCH PIPE
FL=3220.79
18" RC ARCH PIPE
FL=3220.16
SD
6"
V C
P
CLEANOUT
IN CONCRETE
RIM=3222.28
FL=3219.43
CLEANOUT
IN CONCRETE
RIM=3222.31
(CAN'T OPEN LID)
6" V
C P
ASPHALT
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
WWWWW
AREA INLET
RIM=3213.25
(NO INV., CAN'T SEE PIPE(S) -
INLET PROTECTION STILL
IN PLACE FROM RECENT
CONSTRUCTION IN AREA)
SD
E E
ASPHALT
EB-1 EB-2
EB-3 EB-4 EB-5 EB-6 EB-7
EB-8
EB-9
EB-10 EB-11 EB-12
EB-13
EB-14
EB-15
EB-16
EB-17 EB-18 EB-19
EB-20 EB-21
EB-22 EB-23 EB-24
EB-25 EB-26EB-27
EB-28
EB-29 EB-30 EB-31 EB-32 EB-33 EB-34
EB-35 EB-36 EB-37 EB-38 EB-39 EB-40
EB-41
EB-42 EB-43 EB-44 EB-45 EB-46
B-74
B-87
EB-47
EB-48
BORING LOCATION TABLE
NUMBER
B-74
B-87
EB-1
EB-2
EB-3
EB-4
EB-5
EB-6
EB-7
EB-8
EB-9
EB-10
EB-11
EB-12
EB-13
EB-14
EB-15
EB-16
EB-17
EB-18
EB-19
EB-20
EB-21
EB-22
EB-23
EB-24
EB-25
EB-26
EB-27
EB-28
EB-29
EB-30
EB-31
EB-32
EB-33
EB-34
EB-35
EB-36
EB-37
EB-38
EB-39
EB-40
EB-41
EB-42
EB-43
EB-44
EB-45
EB-46
EB-48
NORTHING
673,874.18
674,047.48
673,876.96
673,724.23
674,025.34
673,941.55
673,860.94
673,773.95
673,697.44
673,801.25
673,739.24
673,946.59
673,903.51
673,855.97
673,821.37
674,009.42
673,765.18
674,109.34
674,015.15
673,970.86
673,927.12
673,851.97
673,755.41
674,080.74
674,037.65
673,988.12
673,957.05
673,894.99
674,142.08
674,064.16
674,236.02
674,155.32
674,106.96
674,072.43
673,980.00
673,916.66
674,266.89
674,221.04
674,175.01
674,132.99
674,085.14
674,022.22
674,373.43
674,281.93
674,235.58
674,188.78
674,105.12
674,032.03
673,467.12
EASTING
1,242,365.32
1,242,491.64
1,241,906.27
1,242,033.90
1,241,916.37
1,241,985.47
1,242,053.54
1,242,127.17
1,242,193.85
1,242,157.11
1,242,186.87
1,242,087.29
1,242,124.83
1,242,168.07
1,242,181.62
1,242,072.25
1,242,274.63
1,242,122.30
1,242,169.68
1,242,204.93
1,242,241.40
1,242,332.35
1,242,413.19
1,242,249.08
1,242,285.44
1,242,326.76
1,242,377.50
1,242,428.85
1,242,231.81
1,242,317.25
1,242,274.40
1,242,341.28
1,242,369.05
1,242,409.82
1,242,485.90
1,242,554.56
1,242,378.01
1,242,415.69
1,242,451.97
1,242,487.31
1,242,528.00
1,242,580.07
1,242,447.63
1,242,488.32
1,242,525.68
1,242,564.97
1,242,633.35
1,242,694.55
1,243,585.70
BORING
DEPTH (FT)
B-110
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C1 SOIL CLASSIFICATION PLAN
SCALE AS SHOWN 80' 160'0
CATEGORY 1: SOIL WITHOUT REUSE
RESTRICTIONS - DEPTH INTERVAL: 0
TO 2 FEET BELOW SURFACE (BS*).
CATEGORY 1: SOIL WITHOUT REUSE
RESTRICTIONS - DEPTH INTERVAL 0
TO 10 FEET BS*.
CATEGORY 2A: SOIL WITH REUSE
RESTRICTIONS BASED ON PFOA/PFOS
- DEPTH INTERVAL: 0 TO 2 FEET BS*.
CATEGORY 2A: SOIL WITHOUT REUSE
RESTRICTIONS BASED ON PFOA/PFOS
- DEPTH INTERVAL 0 TO 10 FEET BS*.
CATEGORY 2B: SOIL WITH REUSE
RESTRICTIONS BASED ON TPH -
DEPTH INTERVAL: 0 TO 2 FEET BS*.
CATEGORY 2B: SOIL WITH REUSE
RESTRICTIONS BASED ON TPH -
DEPTH INTERVAL: 0 TO 10 FEET BS*.
CATEGORY 3: SOIL REQUIRING
OFFSITE DISPOSAL - DEPTH INTERVAL:
0 TO 6 FEET BS* & CATEGORY 2B (SEE
DESCRIPTION ABOVE) DEPTH
INTERVAL: 6 TO 10 FEET BS*.
1. SEE ENVIRONMENTAL SUBSURFACE INVESTIGATION SUMMARY
MEMORANDUM IN THE APPENDIX FOR ADDITIONAL INFORMATION
AND QUANTITIES FOUND DURING TESTING.
2. PFOA/PFOS = PERFLUOROOCTANOIC ACID /
PERFLUOROOCTANE SULFATE
NOTES: LEGEND:
US Army Corps of Engineers ®
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TAXIWAY A
PLAN
NORTH
AGE FUEL ISLAND
AutoCAD SHX Text
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SS
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SS
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CO
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CPT
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GV
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CPT
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CO
EDGE OF APRON
PAVEMENT
5 @ 6" = 30"
CENTERLINE
6"
RED MARKING
ENTRY CONTROL POINT
RED LINE
WHITE PAINT, BLACK TEXT
NOTE:
1. ENTRY CONTROL POINT MARKING SHALL MATCH THE EXISTING
DIMENSIONS AND BE APPROVED BY THE CONTRACTING OFFICER PRIOR
TO STRIPING.
LOCATION ON PLANS
APRON SHOULDER
B1 SCALE: N.T.S.
ENTRY CONTROL POINT (ECP)
L10 SCALE: N.T.S.
RESTRICTED BOUNDARY
MARKING (REDLINE)L5 SCALE: N.T.S.
APRON EDGE MARKINGL1 SCALE: N.T.S.
TAXILANE CENTERLINE MARKING
RED LINE
OUTSIDE 6" BLACK STRIPE
NOT REQUIRED ON NEW ASPHALT
CS502
E1
CS502
L10
NOTES:
1. SIGN SHALL BE PAINTED ON PAVEMENT AT ECP AND ALONG ROUTE OF REDLINE SPACED
EVERY 100 FT UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER AND AIRFIELD
MANAGEMENT.
2. COORDINATE LOCATION WITH COR.
3. SIGN SHALL MEET REQUIREMENTS OF ELLSWORTH AIRFIELD SECURITY OFFICE.
E1 SCALE: N.T.S.
RESTRICTED AREA PAVEMENT SIGN
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
4.00'
4.
'2" BLACK LETTERS
2" BLACK LETTERS
7" RED LETTERS
WHITE BASE
3" BLACK
LETTERS
2" BLACK LETTERS
2" RED LETTERS
RESTRICTED AREA
6" WIDE CONTINUOUS YELLOW
(FED-STD-595: COLOR 33538)
REFLECTORIZED PAINT WITH
6" WIDE BLACK (FED-STD-595:
COLOR 37038) OUTLINE
NONREFLECTIVE
NOTES:
1. SEE DETAIL B1 THIS SHEET
FOR ADDITIONAL MARKINGS.
2. SEE DETAIL B1, THIS SHEET,
FOR RESTRICTED BOUNDARY
SIGNS TO BE PAINTED EVERY
100' ALONG RESTRICTED
BOUNDARY MARKINGS.
MARKING SHALL BE 6" YELLOW (FED-STD-595:
COLOR 33538) REFLECTORIZED PAINT WITH 6"
WIDE BLACK (FED-STD-595: COLOR 37038)
NONREFLECTIVE BETWEEN
CENTERLINE
B8 SCALE: N.T.S.
TOWWAY CENTERLINE MARKING
6" WIDE CONTINUOUS WHITE
(FED-STD-595: COLOR 37925)
REFLECTORIZED PAINT WITH
6" WIDE BLACK (FED-STD-595:
COLOR 37038) OUTLINE
NONREFLECTIVE
YE
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O W
S
TR
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ES
3.
EXTEND TO WITHIN
5.00' OF
PAVEMENT EDGE OR
25.00' LENGTH,
WHICHEVER IS LESS
30.00'
MAX
100.00' MAXIMUM
ON STRAIGHT SECTIONS
EDGE OF
APRON
PAVEMENT GSE CONCRETE
APRON
EDGE STRIPES
TAXILANE/TOWWAY
CENTERLINE
B13 SCALE: N.T.S.
APRON SHOULDER MARKINGS
NOTES:
1. A STRIPE IS PLACED PERPENDICULAR AT EACH POINT OF TANGENCY ON THE APRON
EDGE RADIUS AND INTERMEDIATE STRIPES ARE SPACED UNIFORMLY UP TO 30.00' APART.
2. YELLOW REFLECTORIZED PAINT REINFORCED SHALL BE FED-STD-595:COLOR 33539.
1" RED STRIPE
CS502
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US Army Corps of Engineers ®
SHEET ID
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AutoCAD SHX Text
AutoCAD SHX Text
BUILDING
PROPOSED
SLOPE = 2%
FINISH FLOOR
ELEVATION
FINISH GRADE/PAVEMENT
EXCEPT AT DOORSVA
R
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S 6"
U N
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SS
N O
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D
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W
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(S
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N O
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6.00'
WASHED LANDSCAPE ROCK
DOWNSPOUT
SEE ARCH.
SE
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SI
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PL
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S
FO
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M
IT
S
4" MIN DEPTH, WASHED RIVER ROCK, NOMINAL SIZE
1"-3"; USE LOCAL SOURCE. CONTRACTOR SHALL
SUBMIT SAMPLE FOR APPROVAL
5' MIN.
NOTES:
1. SEE ARCHITECTURAL/STRUCTURE PLANS FOR EXTERIOR MASONRY
EDGE.
2. SEE CG SHEETS FOR SPOT ELEVATION GRADES AROUND BUILDING
PERIMETER.
H15 GRADE AT BUILDING
SCALE: NTS
SCALE NTS
LANDSCAPE ROCK MOW STRIP AND SUBDRAIN DETAILA9
IMPERVIOUS 30 MIL HDPE GEOMEMBRANE
INSTALL IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. PROVIDE
ALL WATER TIGHT SEAMS. CLAMP LINER TO
PIPE AT PIPE PENETRATIONS.
FREE-DRAINING GRAVEL
4" PERFORATED SUBDRAINAGE PIPE,
SEE SPECIFICATION SECTION 33 46 16
FILTER FABRIC
PERIMETER BLACK METAL
PERFORATED EDGER
FINISHED GRADE
SUBDRAIN FILTER
MATERIAL
4" SUBDRAIN PIPE, SEE
GRADING PLANS FOR
INVERTS
SEE GRADING PLANS FOR
CONNECTION TO STORM
DRAIN STRUCTURES
6.00' SEE
SITE
PLANS
5.00' 1.00'
6"
6" 6"
PLAN VIEW
STEEL EDGING
GAP IN FRONT
OF DOWNSPOUT
SUBDRAINAGE
PIPE BELOW
SECTION
BUILDING WALL
6"BUILDING FINISH FLOOR
OPEN FACE
DOWNSPOUT
SEE ARCH.
2.
5.00'
4"
4"
6"
4"
4"
6"
H3 SPLASH BLOCK
SCALE: NTS
SPLASH
BLOCKCS504
H3
" M
IN
. S
EE
P
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NOTE:
1. SEE DETAIL A9 THIS SHEET FOR SPLASH BLOCK LOCATION AND
ROCK MOW STRIP.
FILTER FABRIC
CS504
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EXISTING
UNDERLYING
MATERIAL
24" 24"
REMOVE EXISTING MATERIAL
EXISTING ASPHALT
PAVEMENT
PROPOSED
ASPHALT PAVEMENT
BASE COURSE (GCA)
EDGE OF EXISTING ASPHALT PAVEMENT,
DIMENSION, OR LOCATION OF SAWCUT
INDICATED ON PLANS
12" COMPACTED
SUBGRADE (SEE NOTE 1)
HOTMIX ASPHALT
NOTES:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN ACCORDANCE
WITH SPEC SECTION 31 00 00.
2. PLACE FINAL LIFT AS ONE CONTINUOUS LANE WITH NO LONGITUDINAL COLD
JOINT.
3. PROTECT EXISTING PAVEMENT TO REMAIN FROM UNDER CUTTING OF BASE
COURSE AND COORDINATE BACKFILL WITH CONTRACTING OFFICER.
T
10.00' MIN.
HOT MIX ASPHALT
SURFACE COURSE
PORTLAND CEMENT
CONCRETE
BITUMINOUS TACK COAT
COMPACTED
SUBGRADE
SEE NOTE 1
COMPACTED SUBGRADE
SEE NOTE 1
NOTES:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN ACCORDANCE
WITH SPEC SECTION 31 00 00.
2. SEE DETAIL A7 ON CU506 FOR UNDERDRAIN INSTALLATION WHERE APPLICABLE.
HOT MIX ASPHALT
INTERMEDIATE COURSE
GRADED CRUSHED
AGGREGATE (GCA) BASE
COURSE WHERE INDICATED
BASE COURSE (GCA)
C1 SCALE: N.T.S.
TYPE F2 - JUNCTURE OF NEW
ASPHALT TO EXISTING ASPHALT
E7 SCALE: N.T.S.
TYPE F - JUNCTURE OF NEW
CONCRETE AND NEW ASPHALT
CP503
J16
DRAINAGE LAYER
WHERE INDICATED
TACK COAT
LIME MODIFIED LAYER
WHERE INDICATED
G
SE
C O
N C
R
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C O
N C
R
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AP
R O
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CONTRACTION JOINT DETAIL A1,CP503:
CONSTRUCTION JOINT DETAIL A6, CP503
K13 SCALE: N.T.S.
TYPE G1/G2 - THICKENED EDGE CONTRACTION/CONSTRUCTION
JOINT (17" APRON CONCRETE TO 12" GSE CONCRETE)
TR
AF
FI
C FI
LL
ET
FILLET
M
IN
3' -0
LANE
TRAFFIC
EXISTING
FILLET LA
N
E
FILLET
DETAIL A DETAIL B DETAIL C
3'-0 " M
IN.
3'-0"
MIN.
R. OF
FILLET
R. OF FILLET
JOINTS PER PLANS
DOWELED
CONTRACTION
JOINT
R. OF
FILLET
CONSTRUCTION OR
CONTRACTION JOINT
CONSTRUCTION OR
CONTRACTION JOINT
CONSTRUCTION OR
CONTRACTION JOINT
K1 SCALE: N.T.S.
RIGID PAVEMENT FILLET DETAILS
EXISTING BASE COURSE
ACTUAL SAW CUT FULL
DEPTH AND TACK COAT
SAWCUT 2" MIN DEPTH
VARIES 2%
AIRFIELD CONCRETE
PAVEMENT
PAVEMENT ASPHALT
SHOULDER 25.00'
SEE
GRADING
PLANS
SEE CONCRETE PAVEMENT
SECTIONS ON CS501
6" LIME MODIFIED SOIL
8" GCA BASE COURSE (MIN)
5" HOT MIX ASPHALT SHOULDER
(SEE SPECIFICATION SECTION 32 12 15.13)
12" COMPACTED SUBGRADE
A7 AIRFIELD TAXIWAY AND SHOULDER DETAIL
10.00' 25.00'
UNPAVED SHOULDER
24" STAIR STEP FOR LAYERS
5.00' MIN TAPERED SECTION
COMPACTED SUBGRADE (SEE NOTE 1)
GRADED CRUSHED AGGREGATE (GCA)
BASE COURSE WHERE INDICATED
DRAINAGE LAYER WHERE INDICATED
LIME MODIFIED LAYER WHERE INDICATED
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00.
2. JOINTS LABELED AS G1 SHALL INCLUDE DOWELS AND ARE
CONSTRUCTION JOINTS.
3. JOINTS LABELED AS G2 ARE DUMMY CONTRACTION JOINTS
AND DO NOT INCLUDE DOWELS.
CS501
K6CS501
F1
12" STAIR STEPS (MIN)
FOR EACH LAYER
DRAINAGE LAYER
WHERE INDICATED
E13
DOWELED CONSTRUCTION OR
DUMMY CONTRACTION JOINTS
PER JOINTING PLANS
EXPANSION
JOINT
20.5" PCC NEW PAVEMENT LANE TO REPLACE EXISTING
TAXIWAY NON-KEEL PAVEMENT ROW (REMOVING 2.75" AC
ON 21" PCC). REINFORCE PANELS PER DETAIL F1 ON CP502.DOWELED
CONSTRUCTION
JOINTS
UNDERDRAIN WHERE
INDICATED ON THE PLANS
SEE DETAILS ON CU510
EXISTING PCC
TAXIWAY PAVEMENT
KEEL 20.5" APPROX.
EXISTING BASE COURSE
SEE NOTE 2
EXISTING SUBGRADE
J11
CP503
12" STAIR STEP OF LAYERS
L11
CP502
GCA BASE COURSE
SCALE: N.T.S.
DRAINAGE LAYER
COMPACTED SUBGRADE
SEE NOTE 1
5.00' MIN
TAPERED
SECTION
NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SPEC SECTION 31 00 00.
2. COMPACT DISTURBED BASE COURSE, ADD APPROX. 4" GCA AS NEEDED TO ALLOW FOR
20.5" NEW PCC PAVEMENT TO MATCH EXISTING TAXIWAY PAVEMENT ELEVATIONS.
TYPE B2 - EXISTING CONCRETE TAXIWAY TO NEW CONCRETE TAXIWAY
SCALE: N.T.S.
2-4%
CP503
J16
LIME MODIFIED
SUBGRADE
VARIES
AIRFIELD CONCRETE
PAVEMENT
SEE CONCRETE PAVEMENT
SECTIONS ON CS501
SUBGRADE/FILL
A14 APRON EDGE (FUTURE EXTENSION AREAS)
SCALE: N.T.S.
NOTE:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN
ACCORDANCE WITH SPEC SECTION 31 00 00.
2. SEE DETAIL A7 ON CU506 FOR UNDERDRAIN INSTALLATION IF
SHOWN ON SITE GRADING SHEETS AT EDGE OF APRON.
2% - 4%
24" STAIR STEP FOR LAYERS
FABRIC OVERLAY
2' 2' 2'
1.
5"
10.00' MIN.
HOT MIX ASPHALT
SURFACE COURSEEXISTING PORTLAND
CEMENT CONCRETE
BITUMINOUS TACK COAT
COMPACTED SUBGRADE
SEE NOTE 1EXISTING SUBGRADE
HOT MIX ASPHALT
INTERMEDIATE COURSE
EXISTING BASE COURSE
BASE COURSE (GCA)
A1 SCALE: N.T.S.
NEW ASPHALT TO EXISTING CONCRETE
CP503
J16
12" STAIR STEP
UNDERDRAIN SYSTEM WHERE
INDICATED, SEE DETAIL A7 ON CU506
CS501
A2
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CP501
PA
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M
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T D
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AI
LS
K.
W
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D . M
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IN
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AR
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TH
A M
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4/
FLOW
CONCRETE MANHOLE
ADAPTER
12" LONG STUB (MIN.)
FLOW
NEW PIPE
SE
E
PR
O
FI
LE
FO
R
IN
VE
R T
EL
EV
D/2 (6" MIN)
CORE DRILL NEW
PIPE OPENING
THEORETICAL
TOP OF PIPE
FILL CONCRETE
INV.
ELEV.
EXISTING
MANHOLE
EXISTING
PIPE
NON-SHRINK GROUT
AROUND PIPE
1. CORE CUT SHALL BE MADE WITHOUT SPALLING OR DAMAGE TO THE
EXISTING STRUCTURE.
1. PIPE CONNECTION THROUGH MANHOLE WALL SHALL BE MADE WITH
GROUTING RING GASKET AND NON-SHRINK GROUT.
2. EXISTING INVERT CHANNEL SHALL BE RE-SHAPED TO
ACCOMMODATE NEW INVERT.
NOTES:
EXISTING
GAS MAIN
PLASTIC SERVICE
PUNCH TEE
PE VALVE
CONCRETE PAD
NEW GAS
SERVICE LINE
VALVE BOX
CONCRETE PAD IN
UNPAVED AREAS
H1 PIPE CONNECTION TO EXISTING MANHOLE
SCALE: NTS
B1 GAS SERVICE CONNECTION
SCALE: NTS
VA
R
IE
S
M
IN
)4" MIN
ENCASEMENT
(TYP 3 SIDES)
NOTES:
1. INSTALL DROP MANHOLE ON ALL SEWER STRUCTURES WHERE THE INLET
PIPE ELEVATION/INVERT IS MORE THAN 24" ABOVE THE OUTLET PIPE
ELEVATION/INVERT.
2. MATCH CROWN OF DROP PIPE INLET WITH CROWN OF OUTLET PIPE.
3. DIAMETER OF DROP PIPE SHALL BE SAME AS INLET PIPE.
DO NOT ENCASE
BEYOND BELL
CONCRETE BASE
SHALL EXTEND UNDER
DROP CONNECTION
ON NEW MANHOLES.
H9 OUTSIDE DROP MANHOLE
SCALE: NTS
24"x24" - 6" CONCRETE
SLAB/COLLAR
(3000 PSI CONCRETE IN GRASS
OR ASPHALT AREAS) #10 BAR ALL
AROUND (6" CAP)
ASPHALT
SHOULDER
CONCRETE
TAXIWAY
CLEANOUT ALONG
PAVEMENT EDGE
3 WAY INTERSECTION
NON-PERFORATED PIPE
FLOW
FLOW
FL
O
W
NOTE:
1. SEE UTILITY PLAN SHEETS AND
ELEVATIONS FOR RIM AND INVERT.
FLOW FLOW
PLUG ON END OF LINE
WHERE APPLICABLE6" UNDERDRAIN
6" CLEANOUT
ASPHALT SHOULDER
PAVEMENT
BOLT DOWN CLEANOUT COVERS(TYP)
3"
3" 5"
4"
FLOW
PLUG AT END OF PIPE
RUN WHERE APPLICABLE
6" DIA.
NON-PERFORATED
PVC PIPE
30 LB. FELT AROUND PIPE
6" MIN
BOLT DOWN LIDS HEAVY-DUTY FRAME AND
COVER 3/4" BLANK STEEL COVER WELD
"UDCO" IN 1" BLOCK LETTERS FRAME DOES
NOT CONTACT UD PIPE. 6" MIN PIPE
SECTION 1
PLAN SECTION
SECTION 2
CONCRETE PAD - 24"x24"x12"
THICK IN ASPHALT OR DIRT AREAS
CU506
CU506
CONCRETE PAD
LIME MODIFIED
SUBGRADE
#10 BARS ALL
AROUND (6" LAP)
WYE FITTING
CONCRETE PAD - 24"x24"x12"
THICK IN ASPHALT PAVEMENT
GCA BASE
DRAINAGE LAYER
GCA BASE
" F
O R
T
AX
IW
AY
PA
VE
M
EN
T
ASPHALT
SHOULDER
PAVEMENT
GCA BASE
COMPACTED SUBGRADE
LIME MODIFIED
SUBGRADE
COMPACTED SUBGRADE
UNDERDRAIN CLEANOUT CROSSING (ASPHALT SHOULDER)
SCALE: NTSA14
NOTES:
1. UNDERDRAIN BEDDING MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF SECTION 33 46 16.
2. GEOTEXTILE FABRIC REQUIRED AROUND ALL UNDERDRAIN PIPE AND UNDERDRAIN BEDDING
MATERIAL. MINIMUM 12" FABRIC OVERLAP.
3. USE NON-PERFORATED PIPE FOR CLEANOUT RISERS BEGINNING AT 45° WYE OR ELBOW.
4. INSTALL PERFORATED PIPE SO THAT PERFORATIONS FACE DOWNWARD.
30"
6" 6"
4"
GCA BASE COURSE
COMPACTED SUBGRADE
DRAINAGE LAYER
PCC FINAL GRADE PER DETAIL A14/CP501
OR SHOULDER PAVEMENT SECTION
GEOTEXTILE
FABRIC
UNDERDRAIN BEDDING
FILTER MATERIAL
6" Ø MIN PERFORATED
UNDERDRAIN PIPE
(SEE SPECIFICATION SECTION
AND 33 46 16)
VA
R
IE
S
(M
IN
0"
6"
LIME MODIFIED
SUBGRADE
LIME MODIFIED
SUBGRADE FOR
ASPHALT
SHOULDER OR
SUBGRADE
SUBGRADE
UNDERDRAIN SECTION (AIRFIELD PAVEMENT EDGE)
SCALE: NTSA7
EMBED FABRIC BETWEEN
DRAINAGE LAYER AND BASE
AIRFIELD CONCRETE
SUBGRADE
GCA FOR ASPHALT
SHOULDER OR
SUBGRADE
1:10 SLOPE
STAIR STEP LAYERS
12"
20" FABRIC
CU506
U
TI
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TY
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C O
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N N
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3 5 7 9 11 13 15 17 19
L
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2 4 6 8 10 12 14 16 18 20
P
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F O
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D O
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A, N
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A.
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Y
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TO
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AC
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IT
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PN
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8, F Y
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F-
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IN
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| C-001 CIVIL LEGEND AND ABBREVIATIONS |
| B-110 SOIL CLASSIFICATION PLAN |
| CS502 SITE DETAILS 2 |
| CS504 SITE DETAILS 4 |
| CP501 PAVEMENT DETAILS 1 |
| CU506 UTILITY DETAILS 6 |
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