SW6200102_Plan (Prop. Site)_20200608

ELEVATION=260.32'
E=1990596.36
N=484414.62
#32 RB&CELEVATION=255.43'
E=1990436.55
N=484427.73
#6 RB&C
ELEVATION=258.52'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#23 TBM
CONC
W/3SBW
84" CHLK
CONC SW
(4)
BOLLARDS84" CHLK W/3SBW84" CHLK W/3SBWASPHALT
ASPHALT
18" C&G18" C&G
18" C&G18" C&G18" C&GWOODED AREA

WM
WV
WV
WV
BOX
HOT
WMV
PIV
FHFH
WV
WV
WV
FH
WV
PPL
PPL
PPL
ELEVATION=265.75'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#22 TBM
ELEVATION=263.66'
E=1991187.54
N=484419.59
#31 RB&C
ELEVATION=260.32'
E=1990596.36
N=484414.62
#32 RB&C
ELEVATION=251.86'
E=1990440.94
N=483961.51
#7 RB&C
ELEVATION=261.48'
E=1990917.38
N=484492.73
#5 RB&C
ELEVATION=255.43'
E=1990436.55
N=484427.73
#6 RB&C
ELEVATION=262.75'
E=1991205.96
N=484027.22
#3 RB&C
ELEVATION=266.42'
E=1991347.23
N=484491.19
#4 RB&C
ELEVATION=258.52'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#23 TBM
CONC
CONC
W/3SBW
84" CHLK
CONC SW
72" CHLK
72" CHLK
(4)
BOLLARDS84" CHLK W/3SBW84" CHLK W/3SBWW/3SBW
84" CHLK
ASPHALT
ASPHALT
18" C&G 18" C&G
18" C&G18" C&G
18" C&G18" C&G18" C&G18" C&G18" C&G
WW
WW
HW
HW WW
WW
ASPHALT
PVC PIPES
VERTICAL
UNKNOWN
6" CURB
6" CURB
6" CURB6" CURB
6" CURB6" CURB
6" CURB
PARKING LOT
EXISTING ASPHALT
PARKING LOT
EXISTING ASPHALT
WOODED AREA
WOODED AREA
WOODED AREA
T

T
P
EL*607
EAGLE TALON DRIVE EAGLE TALON DRIVE
EL*607
BL*607
BL*607
EL*607
BL*607
BL*607
BL*607
EL*607
EL*607
EL*607
BL*607
T
EL*607
WM
WV
WV
WV
BOX
HOT
WMV PIV
FHFH
WV WV
WV FH
WV
FH
WV
U.S. ARMY CORPS OF ENGINEERSHPTC_CS110.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017001\03 CAD_BIM\_Sheets\05_Civil\HPTC_CS110.dgn23-MAR-202014:56 171-20-13R. BOSTONW912PM-19-C-000769 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASOF HUMAN PERFORMANCE TRAINING CENTER (HPTC)FY18 PN 79443W912PM-18-R-0003SOLICITATION NO.:DECEMBER 201918'26'18'18'12'12'19'18 SPACES @ 9'=162'18'13'12'12'10 SPACES @ 9'=90'12'12'12'18'6 SPACES @ 9'=54'9'8'8'12'5'R
5'R
45'R
45'R6'
N 484,101.186
E 1,990,751.567
N 484,452.886
E 1,990,751.567
18'10 SPACES@4.5'=44'
45'R
10'R
5'R
N 484,406.440
E 1,990,693.067
N 484,406.333
E 1,990,810.067
N 484,451.436
E 1,990,693.102
N 484,171.198
E 1,990,763.567
5'RT
YP
N 484,405.390
E 1,990,779.692
N 484,450.855
E 1,990,810.108
STAGING AREA
CONTRACTOR
GI-1
HW-2
CI-2CI-1
CI-4
HW-4CI-3
HW-510+0011+0012+0013+0014+00
PC 12+98.67
PT 13+81.95PI 13+51.70E= 21.98'
R= 53.00'
L= 83.28'
T= 53.03'
E= 1990751.57
N= 484101.19
Sta= 13+51.70
CURVE # 1
BIO RETENTION AREA #1
TURF FIELD
CS110 CS111
N
KEY MAP
CS110S.HAGGARDM.MEYERG.LYNNN
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
SHEET NOTES
1
2
3
4
5
6
7
8
GENERAL NOTES
ENLARGED WEST LAYOUT PLANCS501
A
CS501
B
2.
1.
1
1
1
1
1
2
2
2
2
2
3
5
5
5
5
5
5
5
5
5
8
7 6
9
10
10
10
10
10
10
10
10
9
9
9
9
11
11
4
9 4
9 4
9 4
9 4
9 4
4
PROFILE
FOR ACCESS ROAD
REFER TO SHEET CS201
END
5
5
BEGIN
BEGIN5
12
9
2
5
END
12
5 5
9
THERMOPLASTIC MATERIAL
TO BE NCDOT HEATED IN PLACE
PAVEMENT STRIPING AND MARKINGS
NOTE:
9
9
PROFILE.
REFER TO SHEET CS201 FOR ACCESS ROAD
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
TO DETAIL 3, SHEET CS501.
PROVIDE CONCRETE MOTORCYCLE PARKING. REFER
SHEET CS522.
PROVIDE BARRIER GATE. REFER TO DETAIL 1,
REFER TO DETAIL 4, SHEET CS521.
PROVIDE HANDICAPPED PARKING STRIPING AND SIGN.
INFORMATION.
TO SPECIFICATION 32 17 23 FOR ADDITIONAL
PROVIDE 4" WIDE WHITE PAVEMENT STRIPING. REFER
REFER TO DETAIL 5, SHEET CS521.
FORT BRAGG IDG FOR ADDITIONAL INFORMATION.
WOODEN POSTS, THREE ON EACH END. REFER TO
MOUNTED ON 6-INCH BY 6-INCH PRESSURE TREATED
UPPERCASE AND LOWERCASE LETTERS. THE SIGN IS
SANDBLASTED RAISED WHITE REFLECTIVE CENTERED
URETHANE WITH 2-INCH SMOOTH BORDER AND
2-FOOT 6-INCH BY 8-FOOT 6-INCH HIGH-DENSITY
PROVIDE FACILITY SIGN. TYPE B, MEDIUM REDWOOD
PROVIDE 2' WIDE STOP BAR.
CS521.
PROVIDE STOP SIGN. REFER TO DETAIL 1, SHEET
TO DETAIL 2, SHEET CS503.
PROVIDE CONCRETE CURB AND GUTTER. REFER
REFER SHEETS CS504 THRU CS505.
PROVIDE CURB RAMP WITH TRUNCATED DOMES.
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
3
4
3
ELEVATION=265.75'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#22 TBM
ELEVATION=263.66'
E=1991187.54
N=484419.59
#31 RB&C
ELEVATION=262.75'
E=1991205.96
N=484027.22
#3 RB&C
18" C&G
ASPHALT
6" CURB
6" CURB
6" CURB6" CURB
6" CURB6" CURB
PARKING LOT
EXISTING ASPHALT
FH
WV
#79677 83696
PPL
#79677 83740
PPL
83786
#79678
PPL
ELEVATION=265.75'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#22 TBM
ELEVATION=263.66'
E=1991187.54
N=484419.59
#31 RB&C
ELEVATION=260.32'
E=1990596.36
N=484414.62
#32 RB&C
ELEVATION=251.86'
E=1990440.94
N=483961.51
#7 RB&C
ELEVATION=261.48'
E=1990917.38
N=484492.73
#5 RB&C
ELEVATION=255.43'
E=1990436.55
N=484427.73
#6 RB&C
ELEVATION=262.75'
E=1991205.96
N=484027.22
#3 RB&C
ELEVATION=266.42'
E=1991347.23
N=484491.19
#4 RB&C
ELEVATION=258.52'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#23 TBM
CONC
CONC
W/3SBW
84" CHLK
CONC SW
72" CHLK
72" CHLK
(4)
BOLLARDS84" CHLK W/3SBW84" CHLK W/3SBWW/3SBW
84" CHLK
ASPHALT
ASPHALT
18" C&G 18" C&G
18" C&G18" C&G
18" C&G18" C&G18" C&G18" C&G18" C&G
WW
WW
HW
HW WW
WW
ASPHALT
PVC PIPES
VERTICAL
UNKNOWN
6" CURB
6" CURB
6" CURB6" CURB
6" CURB6" CURB
6" CURB
PARKING LOT
EXISTING ASPHALT
PARKING LOT
EXISTING ASPHALT
WOODED AREA
WOODED AREA
WOODED AREA
T

T
P
EL*607
EAGLE TALON DRIVE EAGLE TALON DRIVE
EL*607
BL*607
BL*607
EL*607
BL*607
BL*607
BL*607
EL*607
EL*607
EL*607
BL*607
T
EL*607
WM
WV
WV
WV
BOX
HOT
WMV PIV
FHFH
WV WV
WV FH
WV
FH
WV
U.S. ARMY CORPS OF ENGINEERSHPTC_CS111.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017001\03 CAD_BIM\_Sheets\05_Civil\HPTC_CS111.dgn23-MAR-202014:56 171-20-13R. BOSTONW912PM-19-C-000769 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASOF HUMAN PERFORMANCE TRAINING CENTER (HPTC)FY18 PN 79443W912PM-18-R-0003SOLICITATION NO.:DECEMBER 2019GI-3
SDMH-4 SDMH-3
15.5'9'15.5'7.5'8'12'17'20.7'14'15'
6'
6'
8'12'8'4.6'8'12'8'80'30'
R30'
R
E 1,990,987.776 E 1,991,116.443
N 484,140.396
OF FOUNDATION
OUTSIDE CORNER
N 484,140.396
OF FOUNDATION
OUTSIDE CORNER 33' SETBACK16'18.7'18.3'37.6'N 484,136.658
E 1,991,193.393
N 484,172.729
E 1,990,972.740
20'24'252'
N 484,139.343
E 1,991,017.740
N 484,139.297
E 1,990,942.740
6'5.5'6'18.8'(HPTC)
TRAINING CENTER
HUMAN PERFORMANCE
TURF FIELD
FF EL 263.75
CO
CB-1CB-2
SDMH-1HW-1
HW-3
SDMH-2
HW-6
GI-2
SDMH-5
SDMH-6
WM15+00 16+00 17+00
BIO RETENTION AREA #2
BIO RETENTION AREA #1
TURF FIELD
CS110 CS111
N
KEY MAP
CS111S.HAGGARDM.MEYERG.LYNNN
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
SHEET NOTES
2
3
GENERAL NOTES
ENLARGED EAST LAYOUT PLANGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
13
14
15
16
17
17 17
2
2
2 2
2
3
2
2 2
3 3
3
13 13
15
5'x7'5'x7'
5'x9'
14
PROFILE
FOR ACCESS ROAD
REFER TO SHEET CS201
14
14
5
5 5 5 33' UNOBSTRUCTED SPACE SETBACK2
3
3 3 3
16 TYP
OF BOLLARDS AT DOORS AND BUILDING CORNERS.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION
PROFILE.
REFER TO SHEET CS201 FOR ACCESS ROAD
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
3.
2.
1.
18
18
18
18
TYP
TYP
TYP
PROVIDE WHITE TURF STRIPING EVERY 5yds.
REFER TO SHEET CG111 AND DETAIL 3, SHEET CG507.
PROVIDE TURF FIELD WITH DRAINAGE SYSTEM.
DETAIL 3, SHEET CS521.
PROVIDE CONCRETE FILLED BOLLARD. REFER TO
ENCLOSURE. REFER TO DETAIL 1, SHEET CS561.
PROVIDE CONCRETE DUMPSTER PAD AND
DETAIL 9, SHEET CS502.
PROVIDE CONCRETE EQUIPMENT PAD. REFER TO
SHEET CS501.
PROVIDE CONCRETE STOOP. REFER TO DETAIL 2,
TO DETAIL 2, SHEET CS503.
PROVIDE CONCRETE CURB AND GUTTER. REFER
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO