CDC_DRAWING_FILE_-_2019-07-11_Part1.pdf
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MIDDLE EAST DISTRICT
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CARE AND PRESERVATION FACILITY
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SOLICITATION NO.: W912ER19R0021
CONTRACT NO.:
ISSUE DATE: JUNE 2019
VOLUME: 1
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%PRODUCTION DATA 1%
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V-101 V-102 V-103
V-104 V-105
V-106
EXISTING COMPRESSOR SHED3.
EXISTING SUN SHADE2.
EXISTING ZONE BOUNDARY1.
PROJECT CO-ORDINATES SYSTEM
1.
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
BOLLARD FIRE
BOLLARDS
BUSH
CONTROL CABIN
CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
DECORATIVE PALM TREE
EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
MANHOLE UNKNOWN CIRCULAR
MANHOLE UNKNOWN SQUARE
MANHOLE WATER
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PEDESTRIAN GATE
ROUTE MARKER ELECTRICITY
SIDE ENTRY GULLY
SIGN BOARD
SIGN BOARD SINGLE LEG
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STREET LIGHT 4 LEAF
STREET LIGHT DOUBLE
STREET NAME
TOP ENTRY GULLY
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TRAFFIC SIGN TRIANGULAR
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CONSTRUCTION BARRIER
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00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
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ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
SURVEY BASE POINT
NAME EASTING NORTHING
ELLIPSOIDAL
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
HEIGHT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
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ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS STATED
LEGEND
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G C
O N
D
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N S P
L A
N
O V
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0 8040
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OVERALL EXISTING CONDITIONS PLAN
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
ACKNOWLEDGEMENT THAT THE SURVEY INFORMATION
THE ENGINEER SEAL ON THIS DRAWING IS ONLY AN
D
E S
IG
N S
U B
M
IT
T A
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.7
.70
.71
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.66
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.67
.67
.70
.72
.74
.75
.75
.75
.75
.76
.76
.79
.80
.80
.80
.80
.80
.81
.81
.81
.81
.82
.82
.83
.84
.84
.85
.86
.91
.91
.98
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.16
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.18
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.23
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.60
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.65
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.69
.69
.69
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.79
.79
.79
.80
.80
.80
.80
.80
.81
.81
.81
.82
.82
.83
.83
.84
.84
.84
.84
.85
.85
.86
.86
.88
.88
.88
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.03
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.03
.03
.03
.04
.04
.04
.04
.04
.05
.05
.05
.06
.06
.06
.07
.08
.08
.08
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.09
.09
.09
.09
.09
.09
.09
.10
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.10
.11
.11
.12
.12
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.13
.13
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.22
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.23
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US Army Corps
K U
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HV Cable
H V C a b le
LV CableLV Cable
34.25
34.50
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.75
M H
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36.00
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36.00
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36.50
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GENERAL SHEET NOTES
LEGEND
BOLLARD FIRE
BOLLARDS
BUSH
CONTROL CABIN
CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
DECORATIVE PALM TREE
EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
MANHOLE UNKNOWN CIRCULAR
MANHOLE UNKNOWN SQUARE
MANHOLE WATER
PALM TREE
PEDESTRIAN GATE
ROUTE MARKER ELECTRICITY
SIDE ENTRY GULLY
SIGN BOARD
SIGN BOARD SINGLE LEG
SL
SOLAR PANNEL
STREET LIGHT 4 LEAF
STREET LIGHT DOUBLE
STREET NAME
TOP ENTRY GULLY
TOWER
TRAFFIC SIGN
TRAFFIC SIGN TRIANGULAR
TREE
VALVE CHAMBER WATER
VALVE CHAMBER WATER
VEHICULAR GATE
VENT
WATER VALVE
AC UNIT
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BARRIER LINE
BREAK LINE
BRICK WALL
BRICK WALL TOP
BUILDING LINE
CABLE TRAY
CARRIAGE WAY EDGE
CENTER LINE
CONCRETE LINE
CONSTRUCTION BARRIER
CONTAINER
CULVERT
FENCE
FLUSH KERB
FUEL TANK
GENERATOR
GULLY
HAND RAIL
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MATERIALS
PIPE LINE
PORTABLE CABIN
PUMP ROOM
ROAD BASE
SHED
SIGN BOARD
STEP
STONE PITCHING LINE
SUBSTATION
TOILET
TOWER
VALVE CHAMBER WATER
WALL
WATER TANK
WOOD
WOODEN FENCE
YELLOW LINE
EP
MHS
MHS
MHD
MHD
MHT
MH
MH
Sign Board
00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
PROJECT CO-ORDINATES SYSTEM
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
SURVEY BASE POINT
NAME EASTING NORTHING
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
STATED OTHERWISE.
ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS 1.
ELLIPSOIDAL HEIGHT
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
ACKNOWLEDGEMENT THAT THE SURVEY INFORMATION
THE ENGINEER SEAL ON THIS DRAWING IS ONLY AN
D
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N S
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M
IT
T
MHF
MHW
MWV
TOP LVL=39.595
.96
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.18
.18
.23
.24
.25
.26
.30
.3035 .30
.32
.32
.35
.35
.38
.38
.38
.39
.39
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.4
.4
.4
.4
.4
.4
.4
.4
.4
.4
.4
.4
.4
.4 .4
.4
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.4
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.4
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.4
.4
.4
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.4
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.4
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.4
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.50
.51
.51
.51
.51
.51
.52
.52
.52
.53
.53
.53
.53
.53
.53
.53
.53
.53
.53
.54
.54
.54
.54
.54
.54
.54
.54
.54
.54
.55
.55
.55
.55
.55
.55
.55
.55
.55
.56
.56
.57
.57
.57
.57
.57
.58
.5835 .58
.58
.58
.58
.59
.59
.59
.59 35 .59
.59
.60
.60
.60
.60
.60
.61
.61
.61
.61
.61
.61
.61
.62
.62
.62
.62
.62
.62
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.65
.66
.66
.66
.66
.66
.66
.66
.66
.66
.66
.66
.67
.67
.67
.67
.67
.67
.68
.68
.68
.68
.68
.68
.68 35 .68
.69
.69
.69
.69
.69
.69
.69
.69
.70
.70
.70
.70
.70
.70
.70
.71
.71
.71
.71
.71
.71
.71
.71
.72
.72
.72
.72
.73
.73
.73
.73
.73
.74
.74
.74
.74
.74
.75
.75
.75
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.7635 .76
.76
.77
.77
.77
.77
.78
.78
.78
.78
.79
.79
.79
.79
.80
.80
.80
.80
.81
.81
.81
.81
.82
.82
.83
.84
.8435 .84
.84
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.85
.85
.85
.86
.88
.89
.89
.89
.89
.90
.91
.92
.92
.93
.93
.95
.95
.97
.98
.98
.98
.99
.00
.00
.03
.04
.05
.05
.05
.05
.07
.09
.11
.11
.12
.13
.14
.14
.14
.15
.16
.16
.16
.16
.16
.16
.17
.17
.17
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.18 36 .18
.18 36 .18
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.19
.19
.19
.19
.19
.20
.20
.20
.20
.21
.2136 .22
.22
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.26
00.00
00.00 xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW xW
LV Cable
S H E
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C O
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EXISTING ASPHALT ROAD
COOK ROAD
H V C a b le
LV Cable
E X
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F E N
C E
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35.50
35.50
35.50
35.75
.75
A B C
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KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
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US Army Corps
K U
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A R
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MATCHLINE
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GENERAL SHEET NOTES
LEGEND
BUSH
CONTROL CABIN
CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
DECORATIVE PALM TREE
EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
MANHOLE UNKNOWN CIRCULAR
MANHOLE UNKNOWN SQUARE
MANHOLE WATER
PALM TREE
PEDESTRIAN GATE
ROUTE MARKER ELECTRICITY
SIDE ENTRY GULLY
SIGN BOARD
SIGN BOARD SINGLE LEG
SL
SOLAR PANNEL
STREET LIGHT 4 LEAF
STREET LIGHT DOUBLE
STREET NAME
TOP ENTRY GULLY
TOWER
TRAFFIC SIGN
TRAFFIC SIGN TRIANGULAR
TREE
VALVE CHAMBER WATER
VALVE CHAMBER WATER
VEHICULAR GATE
VENT
WATER VALVE
AC UNIT
ASPHALT EDGE
BARRIER LINE
BREAK LINE
BRICK WALL
BRICK WALL TOP
BUILDING LINE
CABLE TRAY
CARRIAGE WAY EDGE
CENTER LINE
CONCRETE LINE
CONSTRUCTION BARRIER
CONTAINER
CULVERT
FENCE
FLUSH KERB
FUEL TANK
GENERATOR
GULLY
HAND RAIL
KERB
MATERIALS
PIPE LINE
PORTABLE CABIN
PUMP ROOM
ROAD BASE
SHED
SIGN BOARD
STEP
STONE PITCHING LINE
SUBSTATION
TOILET
TOWER
VALVE CHAMBER WATER
WALL
WATER TANK
WOOD
WOODEN FENCE
YELLOW LINE
EP
MHS
MHS
MHD
MHD
MHT
MH
MH
Sign Board
00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
PROJECT CO-ORDINATES SYSTEM
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
SURVEY BASE POINT
NAME EASTING NORTHING
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
STATED OTHERWISE.
ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS 1.
ELLIPSOIDAL HEIGHT
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
ACKNOWLEDGEMENT THAT THE SURVEY INFORMATION
THE ENGINEER SEAL ON THIS DRAWING IS ONLY AN
D
E S
IG
N S
U B
M
IT
T
MHW
MWV
TOP LVL=39.515
.4 .4
.50
.52
.53
.56
.58
.59
.61
.62
.64
.64
.65
.70
.70
.71
.72
.75
.76
.76
.77
.77
.80
.82
.83
.83
.83
.84
.84 34 .84
.84
.85
.85
.85
.85
.86
.86
.86
.87
.87
.87
.8934 .89
.89
.90
.90
.90
.91
.91
.91
.93
.95
.96
.96
.98
.98
.98
.00
.00
.00
.00
.00
.00
.00
.00
.00
.01
.01
.02
.02
.02
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.03
.03
.03
.04
.04
.05
.06
.06
.06
.06
.0635 .08
.08
.08
.08
.09
.09
.09
.09
.10
.10
.10
.10
.10
.11
.11
.11
.11
.12
.12
.12
.13
.13
.13
.14
.14
.14
.14
.15
.15
.16
.16
.17
.17
.17
.18
.18
.18
.19
.19
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.20
.20
.20
.21
.21
.22
.22
.22
.22
.23
.23
.23
.23
.23
.23
.23
.24
.24
.24
.24
.25
.25
.26
.26
.26
.26
.26
.27
.27
.28
.29
.29
.30
.30
.30
.31
.32
.32
.33
.33
.34
.35 35 .35
.35
.35
.36
.36
.37
.37
.38
.38
.39
.39
.39
.4
.4
.4
.4
.4
.4
.4
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.4
.4
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.4
.4
.4
.4
.4
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.51
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.53
.53
.53
.53
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.5535 .55
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.56
.56
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.57
.57
.58
.59
.59
.61
.63
.63
.63
.63
.63
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.64
.65
.65
.65
.65
.65
.65
.66
.66
.66
.66
.66
.67
.68
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MHS
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00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
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PROJECT CO-ORDINATES SYSTEM
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
SURVEY BASE POINT
NAME EASTING NORTHING
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
STATED OTHERWISE.
ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS 1.
ELLIPSOIDAL HEIGHT
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
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CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
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EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
MANHOLE UNKNOWN CIRCULAR
MANHOLE UNKNOWN SQUARE
MANHOLE WATER
PALM TREE
PEDESTRIAN GATE
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SIDE ENTRY GULLY
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SL
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VALVE CHAMBER WATER
VEHICULAR GATE
VENT
WATER VALVE
AC UNIT
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BARRIER LINE
BREAK LINE
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BUILDING LINE
CABLE TRAY
CARRIAGE WAY EDGE
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CONCRETE LINE
CONSTRUCTION BARRIER
CONTAINER
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GENERATOR
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WALL
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EP
MHS
MHS
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MHD
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MH
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00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
PROJECT CO-ORDINATES SYSTEM
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
SURVEY BASE POINT
NAME EASTING NORTHING
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
STATED OTHERWISE.
ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS 1.
ELLIPSOIDAL HEIGHT
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
ACKNOWLEDGEMENT THAT THE SURVEY INFORMATION
THE ENGINEER SEAL ON THIS DRAWING IS ONLY AN
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GENERAL SHEET NOTES
LEGEND
BOLLARD FIRE
BOLLARDS
BUSH
CONTROL CABIN
CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
DECORATIVE PALM TREE
EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
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MANHOLE UNKNOWN SQUARE
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SL
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STREET NAME
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TREE
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VALVE CHAMBER WATER
VEHICULAR GATE
VENT
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CABLE TRAY
CARRIAGE WAY EDGE
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CONCRETE LINE
CONSTRUCTION BARRIER
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FENCE
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GENERATOR
GULLY
HAND RAIL
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MATERIALS
PIPE LINE
PORTABLE CABIN
PUMP ROOM
ROAD BASE
SHED
SIGN BOARD
STEP
STONE PITCHING LINE
SUBSTATION
TOILET
TOWER
VALVE CHAMBER WATER
WALL
WATER TANK
WOOD
WOODEN FENCE
YELLOW LINE
EP
MHS
MHS
MHD
MHD
MHT
MH
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Sign Board
00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
PROJECT CO-ORDINATES SYSTEM
: WGS 84 - PLAN DATUM
: UTM 39 NORTH- MAP PROJECTION
: GEOID MODEL - HEIGHT DATUM
: EGM 2008 - GEOID MODEL
SURVEY BASE POINT
NAME EASTING NORTHING
BM-AJ-ZN6-02 224281.461 3198574.546 27.770
STATED OTHERWISE.
ALL DIMENSIONS AND CHAINAGES ARE IN METERS UNLESS 1.
ELLIPSOIDAL HEIGHT
THE SURVEY DATA SHOWN.
APPROVAL OF THE COMPLETENESS OR ACCURACY OF
SHOWN WAS USED IN DESIGN AND IS IN NO WAY AN
ACKNOWLEDGEMENT THAT THE SURVEY INFORMATION
THE ENGINEER SEAL ON THIS DRAWING IS ONLY AN
D
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FL
FH
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N
CO
AC
MH
LF
PSI POUNDS PER SQUARE INCH
NTS NOT TO SCALE
MANHOLE
LINEAR FEET
FLOWLINE
FIRE HYDRANT
NORTH, NORTHING
CLEAN OUT
MAX MAXIMUM
PAVEMENT
ASPHALT CONCRETE
CONC CONCRETE
MIN MINIMUM
SST STAINLESS STEEL
RCP REINFORCED CONCRETE PIPE
SIM SIMILAR
TYP TYPICAL
ELEVATION
IN INCH
DIA, Ø DIAMETER
CL, C CENTERLINEL
STA STATION
APPROX APPROXIMATE
EXISTING
ABBREVIATIONS
PIV POST INDICATOR VALVE
BLDG BUILDING
CI CAST IRON
ELECTRICAL
ELB ELBOW
FDC
F FLANGE
FIRE DEPARTMENT CONNECTION
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
PED
PE POLYETHYLENE
PEDESTRIAN
PVMNT
RADIUSR, RAD
SD
VERT VERTICAL
ADA AMERICANS WITH DISABILITIES ACT
SANITARY SEWER
ABND
CMP CORRUGATED METAL PIPE
CONST CONSTRUCT
EAST, EASTING, ELECTRICAL
ELECT
EP EDGE OF PAVEMENT
FFE FINISHED FLOOR ELEVATION
G GAS
HC HEATING/COOLING
OVERHEAD
PCCP
TBC TOP BACK OF CURB
TG TOP OF GRATE
W WATER
SIDEWALKSW
STND STANDARD
STRUCT STRUCTURAL
ABA
~ APPROXIMATELY
AND
ABANDONED
COORD COORDINATE
DEMO
CB CATCH BASIN
GB GRADE BREAK
BURIEDBUR
BM BENCH MARK
C.O., CO,
SPEC'D SPECIFIED
TOP OF CONCRETETOC
EQUIP EQUIPMENT
BMP BEST MANAGEMENT PRACTICE
IE INVERT ELEVATION
PLS PURE LIVE SEED
DI
TOP OF SLABTOS
TOW TOP OF WALL
POINT OF CURVATURE
STANDARD DETAIL / STORM DRAIN
DEMOLISH OR DEMOLITION
MUTCD
CONTROL DEVICES
MANUAL ON UNIFORM TRAFFIC
DUCTILE IRON/DROP INLET
W/ WITH
ELEV
FG FINISHED GRADE
HDPE HIGH DENSITY POLYETHYLENE
L LENGTH
LOG LIP OF GUTTER
LP LOW POINT
LT LEFT
PC
PCC POINT OF COMPOUND CURVE
PVC
POINT OF VERTICAL CURVATURE
POLYVINYL CHLORIDE OR
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
REQ'D REQUIRED
RT RIGHT
SF SECURITY FORCES
S, SS
CIVIL LEGENDGENERAL NOTES:
CONSTRUCTION NOTES:
EROSION & SEDIMENT CONTROL (ESC) NOTES:
CONTRACTING OFFICER
BC BACK OF CURB
EOS EDGE OF SLAB/SIDEWALK
FT FEET
FOW FACE OF WALL
PORTLAND CEMENT CONC PAVEMENT
SOG SLAB ON GRADE
SIGNOR
CENTER LINE, BUILDING, ROAD, ETC.
GUY ANCHOR
OR
DEMOLITIONOR
CATCH BASIN OR INLET
ELECTRIC HANDHOLE
CURB
CURB AND GUTTER
ELECTRICAL JUNCTION BOX
POST OR BOLLARD
ELECTRICAL TRANSFORMER
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
SD
OR
C TELECOM MANHOLE
EDGE OF PAVEMENT
WATER LINE
NATURAL GAS LINE
STORM DRAIN LINE
SANITARY SEWER LINE
ELECTRICAL MANHOLE
W
J X
E
G
SD
SS
T TELECOMMUNICATION
OR
CONCRETE
OR OR
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
CLEANOUT
POST INDICATOR VALVE
W WATER VAULT
TELECOMMUNICATION PEDESTAL
FIRE DEPARTMENT CONNECTION
VALVE AND VALVE BOX
CB
BURIED ELECTRICAL
E OVERHEAD ELECTRICAL
SIGNOR
I.
H.
G.
F.
E.
D.
C.
B.
A.
GOV GOVERNMENT OWNED VEHICLES
MH
TOR
E
ABN ABANDON
ARCHITECTURAL BARRIERS ACT
A-T ANTI-TERRORISM
CCSD
STANDOFF DISTANCE
CONVENTIONAL CONSTRUCTION
OH, OVH
ESC EROSION AND SEDIMENT CONTROL
UG UNDERGROUND
UST UNDERGROUND STORAGE TANK
A-T LIMITS
SILT FENCE
DWG DRAWING
HP HIGH POINT
POV PRIVATELY OWNED VEHICLE
LIMIT OF DISTURBANCELOD
INV INVERT
GPS GLOBAL POSITIONING SYSTEM
STORMWATER MANAGEMENTSWM
BCSM BRASS CAP SURVEY MONUMENT
EXISTING SEWER CLEANOUT
EXISTING WATER VALVE
SS
BORING LOCATION
PROPOSEDEXSITING
FENCE
SHOWN MAY BE USED ON THIS PROJECT.
THEREFORE, NOT ALL OF THE INFORMATION
THIS IS A STANDARD LEGEND SHEET
GENERAL NOTE:
0 C-001
S h e e t F il e .d w
IL
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C O
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G A
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G A
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/2
/2
G E
N E
R A
L N
O T
E S
A N
D L
E G
E N
D
FINISHED GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW
MEASUREMENTS SHOWN ARE FROM FACE OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE.
CONSTRUCTION. LICENSED SURVEYOR TO PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF
MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED DURING
SHOWN ON THESE PLANS.
SUPPLEMENTED BY BASE UTILITY AND SITE FEATURE INFORMATION. EXISTING CONDITIONS MAY VARY FROM THOSE
BY MIDDLE EAST SURVEY ENGINEERING, MARCH 2018, AS SHOWN ON V-100 TO V-106 AND
EXISTING SITE FEATURES AND UTILITIES SHOWN WERE OBTAINED FROM A TOPOGRAPHIC SURVEY CONDUCTED
D.
C.
B.
A.
BUSH
CONTROL CABIN
CONTROL CABIN ELECTRICITY
CONTROL CABIN TELEPHONE
DECORATIVE PALM TREE
EARTH PIT
FIRE HYDRANT
MANHOLE ELECTRIC
MANHOLE FIRE
MANHOLE SEWER
MANHOLE SEWER
MANHOLE STORM WATER
MANHOLE TELEPHONE
MANHOLE UNKNOWN CIRCULAR
MANHOLE UNKNOWN SQUARE
MANHOLE WATER
PALM TREE
PEDESTRIAN GATE
ROUTE MARKER ELECTRICITY
SIDE ENTRY GULLY
SIGN BOARD
SIGN BOARD SINGLE LEG
SL
SOLAR PANNEL
STREET LIGHT 4 LEAF
STREET LIGHT DOUBLE
STREET NAME
TOP ENTRY GULLY
TOWER
TRAFFIC SIGN
TRAFFIC SIGN TRIANGULAR
TREE
VALVE CHAMBER WATER
VALVE CHAMBER WATER
VEHICULAR GATE
VENT
WATER VALVE
AC UNIT
ASPHALT EDGE
BARRIER LINE
BREAK LINE
BRICK WALL
BRICK WALL TOP
BUILDING LINE
CABLE TRAY
CARRIAGE WAY EDGE
CENTER LINE
CONCRETE LINE
CONSTRUCTION BARRIER
CONTAINER
CULVERT
FENCE
FLUSH KERB
FUEL TANK
GENERATOR
GULLY
HAND RAIL
KERB
MATERIALS
PIPE LINE
PORTABLE CABIN
PUMP ROOM
ROAD BASE
SHED
SIGN BOARD
STEP
STONE PITCHING LINE
SUBSTATION
TOILET
TOWER
VALVE CHAMBER WATER
WALL
WATER TANK
WOOD
WOODEN FENCE
YELLOW LINE
EP
MHS
MHS
MHD
MHD
MHT
MH
MH
Sign Board
00.00 GROUND LEVEL
00.00 ASPHALT LEVEL
00.00 CONCRETE LEVEL
00.00 FLUSH KERB LEVEL
00.00 GATE LEVEL
KERB TOP LEVEL
ROAD BASE LEVEL
00.00 WOOD LEVEL
SURVEY STATION
SURVEY LIMIT
CONTROL CABIN ELEC
CIRCULAR
MANHOLE STORM WATER
SECTION OR OVERLAY)
(EDGE OR FULL
ASPHALT PAVEMENT
OR FACILITY
STRUCTURE, BUILDING
OR GRAVEL ROAD
AGGREGATE SURFACE
SURVEY LEGEND
MOBILIZATION.
COORDINATE LOCATION OF LAYDOWN AND STAGING AREAS WITH CONTRACTING OFFICER PRIOR TO
PROVIDE GROUNDS MAINTENANCE WITHIN THE PROJECT AREA THROUGHOUT THE DURATION OF THE PROJECT.
DURING THE ENTIRE DURATION OF PROJECT.
MAINTAIN NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS THROUGH THE CONSTRUCTION SITE
ELECTRICAL AND TELECOM DRAWINGS FOR ADDITIONAL INFORMATION.
COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATION EQUIPMENT SHOULD NEED TO BE RELOCATED, SEE
NOTIFY CONTRACTING OFFICER PRIOR TO REMOVING ANY COMMUNICATIONS EQUIPMENT (FIBER OPTIC, UTILITIES.
PRESERVE ANY AND ALL UTILITIES AND STRUCTURES WITHIN 1 METER OF FIELD MARKED UNDERGROUND
USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WITH ALL UTILITIES MARKED OR UNMARKED.
PROGRESS.
UTILITIES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION SO AS NOT TO IMPEDE CONSTRUCTION
CONTACT DPW ALLOWING FIFTEEN (15) WORKING DAYS ADVANCE NOTICE IN ORDER THAT UNDERGROUND
AND ALL DAMAGE TO EXISTING UTILITIES.
UNDERGROUND STRUCTURES OR EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
AVAILABLE INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF
ALL EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES SHOWN ON DRAWINGS ARE BASED ON THE BEST
FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND PROTECT
ALL DISTURBED SURFACES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION.
SECTION 01 45 00.00 10 QUALITY CONTROL.
PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED IN
O.
N.
M.
L.
K.
J.
I.
H.
G.
F.
E.
D.
C.
WITH MATTING OR PLASTIC SHEETING. PROPERLY BACKFILL, COMPACT, AND PERMANENTLY STABILIZE TRENCHES.
NO MORE THAN 100 LINEAR METERS OF TRENCH MAY BE OPEN AT ONE TIME. PROTECT TEMPORARY STOCKPILES
BASE STONE, OR RIP RAP IMMEDIATELY FOLLOWING FINISH GRADING.
PERMANENT STABILIZATION: STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION WITH PERMANENT MATTING, CONTRACTING OFFICER.
CLEAN UP AND REMOVE TEMPORARY ESC AFTER ACHIEVING ADEQUATE STABILIZATION AND APPROVAL FROM
CLEARLY MARK WITH FLAGS, SIGNS, ETC. ALL AREAS WHICH ARE NOT TO BE DISTURBED.
GRADING.
TEMPORARY MATTING, BASE STONE, OR OTHER STABILIZATION SHALL BE PROVIDED IMMEDIATELY AFTER ROUGH
INSTALL PERIMETER CONTROLS AS A FIRST STEP IN DEMOLITION AND ROUGH GRADING.
AREA OF LAND DISTURBANCE.
SEQUENCE CONSTRUCTION SO THAT DURATION OF BARE SOIL CONDITIONS IS MINIMIZED FOR EACH DISCRETE
INSTALLED TO PROTECT NEWLY INSTALLED STORMWATER INFRASTRUCTURE FROM SEDIMENTATION.
INITIAL ESC PRACTICES ARE THOSE INSTALLED PRIOR TO ANY LAND DISTURBANCE, FINAL ESC PRACTICES ARE
APPLY WATER, DECOMPOSED GRANITE, OR AGGREGATE TO CONTROL DUST AS NECESSARY.
ANY PERMITS.
ENSURE ALL INSPECTIONS ARE PERFORMED AND RECORDS AND PLANS ARE AVAILABLE ONSITE AS REQUIRED BY
DIRECTED BY THE CONTRACTING OFFICER.
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE TEMPORARY AND PERMANENT STABILIZATION AS
PROTECT AREA ADJACENT TO WORK FROM SEDIMENT BUILD-UP AND EROSION.
DURING CONSTRUCTION TO
PROVIDE SILT FENCE OR BIOFILTER BAGS ON EXISTING CULVERTS, AS REQUIRED, PRIOR TO BEGINNING AND
VIOLATIONS AND SEDIMENT CLEAN UP.
SEDIMENT). IF THIS OCCURS, THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY PERMIT
STORM RUNOFF WATER SHALL NOT BE ALLOWED TO LEAVE THE SITE UNTREATED (LADEN WITH SUSPENDED
BOTH TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE CONSIDERED INCIDENTAL.
MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AT ALL TIMES. MAINTENANCE OF
PRIOR TO STARTING CONSTRUCTION.
SEDIMENT CONTROL (ESC) PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL AS SPECIFIED
PROVIDE ALL NECESSARY EROSION CONTROL AS FIELD CONDITIONS REQUIRE. SUBMIT AN EROSION AND
EXST, EX
D
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S h e e t F il e .d w
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BID OPTION NOTES
KEYNOTE NUMBER
(REFER TO BID
OPTION LEGEND) BID OPTION DESCRIPTION
1.0
3.0
4.0
5.0
5.1
EXERCISE THE MODIFICATION OF SERVICE BAY 16/17, REVISE PCC PAVING
EXERCISES THE MODIFICATION TO THE HAZMAT PAD.
0.10m WIDE YELLOW PAVEMENT MARKING AT 1m ON CENTER
4.1
NOTES
INSTRUCTIONS TO BIDDER FOR KEYNOTE REFERENCE; THERE ARE TWO
SETS OF KEYNOTES:
1. KEYNOTES REFLECT THE DOCUMENTS AS DESIGNED AND USE
WHOLE NUMBERS. EXAMPLE 1,2, 10, 15, ETC. KEYNOTES ONLY
APPEAR ON THE SPECIFIC DRAWINGS THAT THE NOTES APPLY TO.
2. BID OPTION KEYNOTES REFLECT ONE OF THE FIVE ADDITIVE BID
OPTIONS (DESCRIBED ON THIS DRAWING) AND USE DECIMAL
PLACES. EXAMPLE ( FOR BID OPTION #1) 1.1, 1.2, 1.10, 1.15, ETC.
FOR (BID OPTION #2) IT SHALL READ 2.1, 2.2, 2.10, 2.15, ETC. THESE
NUMBERS SHALL REFERENCE SPECIFIC SCOPE ITEMS AND MAY
APPEAR MULTIPLE TIMES ON MULTIPLE SHEETS.
BID OPTION DESCRIPTION OF
WORK
BID OPTION LEGEND
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
BID OPTION #1:
BID OPTION #2:
BID OPTION #3:
BID OPTION #4:
BID OPTION #5:
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
4.2 EXTERIOR GUARD POST, SEE C3/CS502
EXERCISES THE MODIFICATION TO PARKING SUNSHADE
SEE STRUCTRUAL DRAWINGS S-502 FOR FOOTING F15 DETAIL AND S-503 FOR PIER P7 DETAIL
4.3
PROVIDE HAZMAT PAD
PROVIDE PARKING SUNSHADE
EQUIPMENT AS REQUIRED
GENERATORS AND REVISE WIRING AND
PROVIDE TWO 900KW PRIME-RATED
COLUMN GRID LINES 8 AND 12
ADMINISTRATIVE AREA BETWEEN
PROVIDE FIRST FLOOR (UPPER LEVEL)
BAYS 1200 AT COLUMN GRID LINE 16.
GRID LINES C TO L) INSERTED IN SERVICE
ENTIRE WIDTH OF THE FACILITY (COLUMN
PROVIDE ONE SERVICE BAY FOR THE
COLUMN LINE FOR PEMB PARKING CANOPY. SEE C1/A-208 FOR COLUMN LINE DIMENSIONS AND CANOPY STRUCTURE
5.2 EQUIPMENT PAD, FINAL PAD SIZE TO BE DETERMINED PER EQUIPMENT MANUFACTURE SPECIFICATION, SEE NOTE F
3.1 EQUIPMENT PAD, FINAL PAD SIZE TO BE DETERMINED PER EQUIPMENT MANUFACTURE SPECIFICATION, SEE NOTE F
EXERCISES THE MODIFICATION TO TWO 900KW PRIME-RATES GENERATORS
D
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HV Cable
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LV Cable
LV Cable
LV Cable
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LV Cable
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LV Cable
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LV Cable
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NORTH ARROW
N
GENERAL SHEET NOTES
0 CD010
S h e e t F il e .d w
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EXISTING ASPHALT PAVING6.
EXISTING CONCRETE PAVING5.
EXISTING COMPRESSOR SHED4.
EXISTING SUN SHADE3.
EXISTING ZONE BOUNDARY2.
PROJECT LIMIT1.
6 6
CD011 CD012 CD013
CD014 CD015
OVERALL SITE DEMOLITION PLAN
1:1000
251.53m .4 m
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N
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PROTECT ALL FEATURES TO REMAIN AS NECESSARY.
DEMOLISHED ARE BOLD, FEATURES TO REMAIN ARE SCREENED.
ALL FEATURES SHOWN ARE EXISTING. FEATURES TO BE K.
ADEQUATE TREATMENT.
AND SEQUENCING WITH INITIAL CONTROLS TO ENSURE
ACTIVITIES. COORDINATE INSTALLATION OF NEW CONTROLS
INSTALLED PRIOR TO START OF MAIN DEMOLITION AND GRADING
INITIAL PERIMETER EROSION AND SEDIMENTATION CONTROLS J.
TO CONTRACTING OFFICER FOR APPROVAL.
CONTRACTOR TO SUBMIT FINAL EROSION CONTROL MEASURES I.
DURING SAWCUTTING, SEE DETAIL 1/CS501.
NEAT SAWCUT LINES, REPAIR OR PATCH ANY AREAS DAMAGED
SAWCUT EXISTING PAVEMENT AT LIMITS OF REMOVAL. PROVIDE H.
APPROVAL BY CONTRACTING OFFICER.
DEVELOP AND SUBMIT A TRAFFIC CONTROL PLAN FOR G.
AREA WITH CONTRACTING OFFICER.
COORDINATE SIZE AND LOCATION OF STAGING AND LAYDOWN F.
TO ORIGINAL CONDITION AFTER CONSTRUCTION.
RESTORE ALL DISTURBED AND DAMAGED PAVEMENT TO REMAIN E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CS100-CS106 FOR LAYOUT INFORMATION.C.
SEE CG200-CG206 FOR GRADING INFORMATION.B.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
D
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WATER
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HV Cable
LV CableLV Cable
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LV
L= .55
E 223675.18
N 3197879.30
E 223675.02
N 3197879.01
E 223666.23
N 3197872.88
E 223667.12
N 3197873.44
E 223672.00
N 3197864.33
E 223709.81
N 3197831.76
E 223720.85
N 3197839.81
E 223696.20
N 3197821.29
E 223684.48
N 3197803.60
E 223668.78
N 3197799.93
E 223700.31
N 3197790.62
E 223738.71
N 3197831.50
E 223744.88
N 3197823.03
E 223743.48
N 3197823.40
E 223738.41
N 3197830.23
E 223739.49
N 3197819.18
E 223730.99
N 3197825.88
X V C
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O A
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G A
S P
H A L T R
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HV Cable
H V C a b le
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
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A T
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N N
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SEE CD014
MATCHLINE
J
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IO
N A
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CD501
E3
CD501
PROTECT ALL FEATURES TO REMAIN AS NECESSARY.
DEMOLISHED ARE BOLD, FEATURES TO REMAIN ARE SCREENED.
ALL FEATURES SHOWN ARE EXISTING. FEATURES TO BE N.
SYSTEM TO EQUAL OR BETTER CONDITION.
LIMITS DAMAGED DUE TO NEW CONSTRUCTION AND REVISE
REPAIR ALL EXISTING UTILITY LINES OUTSIDE OF DEMOLITION M.
OF NEW CONSTRUCTION.
CAP ALL UTILITIES DISCONNECTED OR ABANDONED AS A RESULT L.
GOVERNMENT.
BARRIERS, AND LANDSCAPING TO BE REMOVED BY
TEMPORARY LIGHTING, GENERATORS, SOLAR PANELS, JERSEY
ALL EXISTING EQUIPMENT, TEMPORARY STRUCTURES, K.
ENSURE ADEQUATE TREATMENT.
CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO
GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW
CONTROLS PRIOR TO START OF DEMOLITION, CLEARING, AND
INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION J.
OFFICER FOR APPROVAL.
SUBMIT FINAL EROSION CONTROL MEASURES TO CONTRACTING I.
DURING SAWCUTTING.
NEAT SAWCUT LINES, REPAIR OR PATCH ANY AREAS DAMAGED
SAWCUT EXISTING PAVEMENT AT LIMITS OF REMOVAL. PROVIDE H.
BY CONTRACTING OFFICER
DEVELOP AND SUBMIT TRAFFIC CONTROL PLAN FOR APPROVAL G.
STAGING AND LAYDOWN AREA WITH CONTRACTING OFFICER
CONTRACTOR WILL COORDINATE SIZE AND LOCATION OF F.
AFTER CONSTRUCTION.
PROJECT LIMITS TO BE RESTORED TO ORIGINAL CONDITION
ALL DISTURBED SIDEWALKS, PAVING, AND CURB OUTSIDE E.
SEE CU400-CU406 FOR UTILITY INFORMATIOND.
SEE CG200-CG206 FOR GRADING INFORMATIONC.
SEE CS100-CS106 FOR SITE LAYOUT INFORMATIONB.
SEE C-001 FOR GENERAL NOTES AND LEGENDA.
BARRIER
CONSTRUCTION
GRAVEL CONSTRUCTION EXIT10.
EROSION CONTROL FENCE9.
PROJECT LIMITS8.
ELECTRICAL DRAWINGS FOR FINAL LOCATION
REMOVE UNDERGROUND HIGH VOLTAGE ELECTRIC LINE, SEE 7.
EQUIPMENT TO BE REMOVED BY GOVERNMENT6.
PROTECT EXISTING CONCRETE AND GATE TO REMAIN5.
SAWCUT AND REMOVE CONCRETE PAVING4.
REMOVE EXISTING TRAFFIC SIGN3.
CONCRETE FOUNDATIONS
REMOVE EXISTING FIRE HYDRANT, BOLLARDS AND 2.
SAWCUT AND REMOVE ASPHALT PAVEMENT, FULL DEPTH1.
D
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C O
N T A
IN
E R S
LV Cable
E X
IS
T
IN
G
F E N
C E
E P
E P
E 223717.54
N 3197747.83
LV Cable
S H E
D
EXISTING ASPHALT ROAD
COOK ROAD
H V C a b le
A B C
D E F
KEYPLAN
GRAPHIC SCALE
NORTH ARROW
N
0 2010
-0
L
IC
IT
A T
IO
N N
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D E
S
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D B
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
J U
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A C
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IT
Y of Engineers ®
US Army Corps
K U
W A
IT
W E
R -1
-D -0
GENERAL SHEET NOTES
0 CD012
IV
IL
J
C O
R U
M
B L
U M
L
G A
N D
IA
G A
M P
R A
T T
/2
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D
M A
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SEE CD014
MATCHLINE
S E
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D
M A
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SEE CD015
MATCHLINE
E R
O S
IO
N C
O N
T R
O L P
L A
N A
R E
A B
E1
CD501
PROTECT ALL FEATURES TO REMAIN AS NECESSARY.
DEMOLISHED ARE BOLD, FEATURES TO REMAIN ARE SCREENED.
ALL FEATURES SHOWN ARE EXISTING. FEATURES TO BE N.
SYSTEM TO EQUAL OR BETTER CONDITION.
LIMITS DAMAGED DUE TO NEW CONSTRUCTION AND REVISE
REPAIR ALL EXISTING UTILITY LINES OUTSIDE OF DEMOLITION M.
OF NEW CONSTRUCTION.
CAP ALL UTILITIES DISCONNECTED OR ABANDONED AS A RESULT L.
GOVERNMENT.
BARRIERS, AND LANDSCAPING TO BE REMOVED BY
TEMPORARY LIGHTING, GENERATORS, SOLAR PANELS, JERSEY
ALL EXISTING EQUIPMENT, TEMPORARY STRUCTURES, K.
ENSURE ADEQUATE TREATMENT.
CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO
GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW
CONTROLS PRIOR TO START OF DEMOLITION, CLEARING, AND
INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION J.
OFFICER FOR…
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