SW6200102_Plan (Ex. Site)_20200608

U.S. ARMY CORPS OF ENGINEERSHPTC_V-101.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\03_SurvMap\HPTC_V-101.dgn23-MAR-202014:54 171-20-13R. 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 2019ELEVATION=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
ELEVATION=261.6'
P-02 BORE HOLE
INV.OUT=244.19' (E)
INV.IN=244.33' (SW)
TOP=249.97'
INV.OUT=241.87' (S)
INV.IN=243.76' (E)
TOP=249.82'
INV.OUT=244.94' (NE)
TOP=247.66'
18" RCP
1 8 " RCP
18" RCPELEVATION=257.1'
B-02 BORE HOLE
ELEVATION=255.5'
B-01 BORE HOLE
ELEVATION=259.8'
P-04 BORE HOLE
ELEVATION=256.0'
S-03 BORE HOLE
ELEVATION=253.3'
S-04 BORE HOLE
ELEVATION=252.1'
B-05 BORE HOLE
ELEVATION=259.2'
S-02 BORE HOLE
ELEVATION=258.5'
P-03 BORE HOLE
(NO ACCESS TO INVERTS)
TOP=256.76'
(NO ACCESS TO INVERTS)
TOP=256.80'
CONC
CONC
CI
W/3SBW
84" CHLK
CI
CI
CI
CONC SW
72" CHLK
DI
BOLLARDS (4)
CB CB
ELEVATION=260.8'
S-01 BORE HOLE
ELEVATION=259.7'
B-04 BORE HOLE
72" CHLK
(4)
BOLLARDS
ELEVATION=260.1'
P-01 BORE HOLE
84" CHLK W/3SBW84" CHLK W/3SBWW/3SBW
84" CHLK
ASPHALT
ASPHALT
ASPHALT
ASPHALT18" C&G 18" C&G
18" C&G18" C&G
18" C&G18" C&G18" C&G18" C&G18" C&G
18" C&G
(NO ACCESS TO INVERTS)
TOP=265.06'
CI
WW
WW
HW
HW
WW
WW
INV.=260.00'
INV.=260.97'
ASPHALT
INV.OUT=251.44' (W)
INV.IN=251.52' (E)
TOP=261.75'
TOP=262.48'
COMM MH
BOTTOM BOX=242.28'
TOP=251.94'
COMM MH
BOTTOM BOX=243.25'
TOP=252.87'
COMM MH
PVC PIPES
VERTICAL
UNKNOWN
6" CURB
6" CURB
6" CURB6" CURB
6" CURB6" CURB
6" CURB
6" CURB(NO ACCESS TO INVERTS)
INV 251.25' (FROM ASBUILTS)
TOP=262.10'
(NO ACCESS TO INVERTS)
INV 250.68' (FROM ASBUILTS)
TOP=262.04'24" RCPPARKING LOT
EXISTING ASPHALT
PARKING LOT
EXISTING ASPHALT
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA248249250250250250
250.74 250.77 250.80
250.86
250.92
10" PVC10" PVC250.982
5
1
251
2512512512512512
5
1
251.13
251.18
251.20
251.22
251.25
251.29
251.36
251.49
251.54
251.62
251.68
251.72
251.75
251.77
251.81
251.92
T
251.98
2
5
2 252252252
2
5
2
252252
2
5
2
252
252252252252.04
252.08
252.10
252.10
HOLE
252.14
252.14
252.17
252.19
252.23
252.25
252.29

252.37
252.38
252.42
252.59
252.70
252.71
252.73
252.73
252.77
252.84
252.86
T
252.92
252.93
252.93252.94
252.94
252.98
253
253
253253253253253253253
253253253
253.01
253.03
253.10
253.14
253.16
253.29
253.30
HOLE
253.32
253.33253.36
253.43
253.47
253.51
253.53
253.57
253.65
253.72
253.80
253.80
253.80
253.83
253.90
253.91
253.92
253.92
253.93
253.93
254
254
2
5
4
254254254254254254254254
254254254254254.00
254.02
254.03
P
254.12
254.13
254.16
254.27
254.29
254.35
254.39
254.42
254.42
254.42
254.46
254.50
254.52
254.61
254.63
254.69
254.70
254.83
254.83
254.87
254.88
254.89
254.91
254.94
254.94
254.95
254.98
2
55255255255255
255255
255
255255255255255255255
255
255.01
255.03
255.07
255.08
255.08
255.09
255.11
255.13
255.14
255.15
255.17
255.22
255.24
255.25
255.25
255.28
255.30
255.30
255.32
255.32
255.33
255.35
255.41
255.44
255.44
HOLE
255.48
255.52
255.57
255.59
255.61
255.61
255.65
255.65
255.66
255.66
255.67
255.67
255.73
255.73
255.76
255.78
255.78
255.79
255.81
255.84
255.86
255.88
255.88
255.89
255.91
255.93
255.94
255.95
255.95
255.97
255.98
2
5
6256256256256
256256256256256
2
5
6
2
5
6
256256256256256256
256256
256
256.02
HOLE
256.05
256.05
256.06
256.12
256.14
256.15
256.18
256.24
256.26
256.27
256.29
256.32
256.36
256.36
256.37
256.39
256.39
256.40
256.44
256.50
256.50
256.55
256.55
256.56
256.59
256.60
256.63
256.64
256.66
256.69
256.69
256.73
256.74
256.75
256.81
256.84
256.86
256.87
256.93
2
5
7257257257
257257257257257257257257257257257257257257257257257257
257.01
257.05
257.07
257.09
257.10
257.10
HOLE
257.14
257.14
257.17
257.18
257.18
257.18
257.18
257.19
257.19
257.20
257.23
257.24
257.24
257.29
257.29
257.36
257.37
257.44
257.45
257.45
257.48
257.48
257.49
257.52
257.55
257.56
257.59
257.61
257.64
257.65
257.65
257.68
257.69
257.69
257.71
257.73
257.75
257.76
257.79
257.79
257.81
257.82
257.82
257.83
257.83
257.85
257.87
257.90
257.93
257.93
257.94
257.97
258
258
2582582582582
5
8258258258258258
2
5
8258258258258258258258258
258
258
258.03
258.06
258.09
258.12
258.14
258.19
258.21
258.21
258.28
258.29
258.30
258.31
258.32
258.35
258.36
258.37
258.39
258.40
258.41
258.41
258.42
258.44
258.47
258.50
258.51
HOLE 258.55
258.58
258.59
258.60
258.63
258.64
DILAPIDATED FENCE258.70
258.70
258.74
258.77
258.79
258.79
258.81
258.85
258.90
258.90
258.94
258.95
258.96
258.98
EAGLE TALON DRIVE EAGLE TALON DRIVE259
259259
259259259259
259259
259
259
259259259259259259259 259259259259259
259.01
259.06
259.07
8" PVC
259.11
259.12
259.13
259.14
259.17
259.19259.20
HOLE
259.23
259.36
259.36
259.38
259.39
259.39
259.43
259.43
259.46
259.48
259.52
259.55
259.57
259.58
259.61
259.62
259.66
259.67
259.68
259.71
259.74
HOLE
259.75
259.76
259.80
259.80
259.80
HOLE
259.81
259.86
259.87
259.87
259.90
259.91
259.93
259.94
260.00 260 260
260
260
260
260
260
260260260260260260
260260
260
2602602602602602602
6
0
260260260260260
260260260.01
260.05
260.08
260.10
260.12
HOLE
260.13
260.16
260.19
260.20
260.21
260.22
260.23
260.25
260.27
260.28
260.29
260.29
260.30
260.30
18" RCP
260.31
260.31
260.36
260.36
260.36
260.38
260.38
260.41
260.43
260.44
260.45
260.47
260.49
260.49
260.50
260.51
260.51
260.52
260.56
260.56
260.59
260.62
260.62
260.68
260.70
260.71
260.73
260.74
HOLE
260.79
260.79
260.82
260.84
260.85
260.86
260.86
260.89
260.89
260.90
260.90
260.90
260.93
260.95
260.95
260.96
260.99
261261
261261261
2612612612612
6
1 261
261
2612612612612612612612612612
6
1
261261261261261261261261
261.00
261.01
261.01
261.02
261.05
261.06
261.07
261.08
261.11
261.12
261.15
261.16
261.17
261.18
261.18
261.20
261.20
261.22
261.25
261.25
261.27
261.30
261.35
261.39
261.41
261.43
261.45
261.46
261.47
261.47
261.50
261.50
261.52
261.54
261.55
261.55
261.56
261.57
261.57
261.58
261.58
HOLE
261.66
261.67
261.68
261.70
261.70
261.74
261.74
261.78
261.79
261.81
261.82
261.85
261.88
261.88
261.88
261.90
261.93
261.97
261.99
261.99
2
6
2
262
262262262262262
262
2
6
2 262262262262262262262262262262262262
262
262.01
262.09
262.10
262.16
262.16
262.20
262.20
262.25
262.26
262.31
262.31
262.34
262.34
262.35
262.35
262.36
262.38
262.40
262.45
262.47
T
262.49
262.49
262.50
262.50
262.51
262.54
262.54
262.56
262.56
262.56
262.57
262.58
262.58
262.58
262.59
262.62
262.62
262.64
262.65
262.66
262.67
262.68
262.73
262.74
262.75
262.77
262.77
262.78
262.79
262.85
262.87
262.88
262.93
262.93
262.95
262.95
262.95
262.96
262.99
263.00
263
263263263263
2
6
3
263263263263
263
263263
263263263263263.02
263.04
263.04
263.06
263.08
263.08
263.09
263.09
8" PVC
INV.OUT=241.37' (S)
INV.IN=241.42' (N)
INV.IN=242.69' (W)
TOP=252.51'OFF SITE (IN SECURED AREA)
EL JB #108689
EL JB #112804
INV.OUT=255.50' (W)
TOP=265.16'
INV.OUT=242.90' (S)
INV.IN=243.19' (N)
TOP=256.48'
8" PVC
10" PVC
INV.OUT=243.68' (S)
INV.IN=245.63' (W)
INV.IN=245.64' (E)
TOP=256.74'
(IN SECURED AREA)
OFF SITE
WM
WV
WV
WV
WVFH
BOX
HOT
WMV
PIV
FHFH
WV
WV
WV
FH
WV
FH
WV
PPL
PPL
PPL
#79677 83696
PPL
PPL
PPL
#108680
EL JB
83648
#79679
PPL
#79677 83740
PPL
83786
#79678
PPL
TOP=254.09'
EL MH
263.09
263.12
263.16
263.17
263.17
263.18
263.20
263.21
263.24
263.28
263.30
263.30
263.30
263.34
263.34
263.36
263.37
263.38
263.39
263.39
263.41
263.41
263.44
263.45
263.47
263.49
263.50
263.51
263.51
263.52
263.54
263.54
263.57
263.57
263.58
263.63
263.64
263.66
263.67
263.75
263.83
8" PVC
264
264
264
264
264264.05
264.12
264.35
264.37
264.42
264.56
264.57 264.75
264.98
265
265
265265
265.18
265.37 265.43
265.48
265.58
265.63
265.81
266
266
26
6
266.18
266.23 266.60
V-101
NGRAPHIC SCALE: 1"=30'-0"
90'60'30'015'30'
GENERAL NOTES
CHK BY:
FILE NAME:DATE:
REVIEWED BY:
DRAWING CODE:
DESIGNED BY:
CHIEF, DESIGN SECTION
JOYNER KEENY, PLLC.
www.joynerkeeny.com
Office: 252.977.3124 Fax: [phone]
North Carolina Firm Number P-0551
Rocky Mount, North Carolina 27804
1051 North Winstead Avenue - P.O. Box 7533
SRW
JAM
04FEB2019
PERFORMANCE_TOPO_DGN_190131.DGN
190009A_FORT BRAGG_SOF HUMAN
FORT BRAGG, NORTH CAROLINA
TOPOGRAPHIC SURVEY
OF THE
SOF HUMAN PERFORMANCE TRAINING CENTER
REFER TO V-001 FOR SURVEY NOTES AND LEGEND.1.TOPOGRAPHIC SURVEYS.HAGGARDM.MEYERG.LYNN