SW6200102_Plan (Demo)_20200608

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
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
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(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" RCPEXISTING ASPHALTPARKING LOT
EXISTING ASPHALT
PARKING LOT
EXISTING ASPHALT
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
248249250
250250250
10" PVC10" PVC2
5
1
251
2512512512512512
5
1
T
252 252252252
2
5
2
252252
2
5
2
252
252252252
T
253
253
253253253253253253253
253253253254
254
2
5
4
254254254254254254254254
254254254254P
2
5
5255255255
255255
255
255255255255255255255
255
2
5
6256256256256
256256256256256
2
5
6
2
5
6
256256256256256256
256256
256
2
5
7257257257
257257257257257257257257257257257257257257257257257257 258
258
2582582582582
5
8258258258258258
2
5
8258258258258258258258258
258
258
DILAPIDATED FENCEEAGLE TALON DRIVE EAGLE TALON DRIVE259
259259
259259259259
259259
259
259
259259259259259259259 259259259259259
2598" PVC
260 260
260
260
260
260
260
260260260260260
260260
260
2602602602602602602
6
0
260260260260260 260
26026018" RCP
261261
261261261
2612612612612
6
1 261
261
2612612612612612612612612612
6
1
261261261261261261261261
EL*515
2
62
262
262262262262262
262
2
6
2 262262262262262262262262262262262262
T
263
263263263263
2
6
3
263263263263
263
263263
2632632632638" 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
8" PVC
264
264
264
264
264
EL*515BL*515
BL*515
265
265
265265
266
266
2
6
6
266
267
U.S. ARMY CORPS OF ENGINEERSHPTC_CD101.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_CD101.dgn23-MAR-202014:46 171-20-13R. 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 2019N 484,450.710
E 1,990,693.107
N 484,450.697
E 1,990,810.107
N 484,093.466
E 1,991,269.069
N 484,072.408
E 1,991,269.446
N 484,495.449
E 1,991,219.929
N 484,451.086
E 1,991,219.111
N 484,463.392
E 1,991,202.812
N 484,040.699
E 1,990,761.394
N 483,976.199
E 1,990,498.934
N 483,942.952
E 1,990,497.708
N 484,084.041
E 1,990,501.339
N 484,053.348
E 1,990,501.339
N 484,083.344
E 1,990,653.208
N 484,051.898
E 1,990,677.486
N 484,039.831
E 1,991,062.862
N 483,957.464
E 1,991,062.862
N 483,957.478
E 1,991,240.837
N 484,454.143
E 1,990,653.208
N 484,495.318
E 1,991,203.562
N 484,450.158
E 1,991,269.375
N 484,093.404
E 1,991,295.657
N 484,087.362
E 1,991,274.937
N 484,081.408
E 1,991,274.918
N 484,072.347
E 1,991,295.608
N 483,959.576
E 1,991,113.602
N 484,058.285
E 1,991,269.429
N 484,058.186
E 1,991,245.810
N 484,016.093
E 1,991,245.810
N 484,012.297
E 1,991,240.754
STAGING AREA
CONTRACTOR
CD101S.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.DEMOLITION PLANSHEET NOTES
1
2
3
4
GENERAL NOTES
EXISTING TREES TO BE CLEARED AND GRUBBED.
EXISTING ASPHALT PAVEMENT TO BE REMOVED.
EXISTING CURB AND GUTTER TO BE REMOVED.
EXISTING FENCE AND POST TO BE REMOVED.
3
3
3
4
4
4
4
4 4
4
4
2
2.
1.
GRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'
4
1
1
2 2BEGIN
END
2
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
LEGEND
TREES TO BE CLEARED AND GRUBBED
ASPHALT TO BE REMOVED
CONSTRUCTION LIMITS
2
2