SW6200102_Plan (Grading)_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
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'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 AREA
247.63
DI
247.65
DI
247.67
DI
247.69
DI248249 249.81
CB249.82
CB
249.94
CB
249.97
CB
249.99
CB250
250250250 250.00
CB
250.18
CB
250.19
CB
2
5
1
251
2512512512512512
5
1
T
2
5
2 252252252
2
5
2
252252
2
5
2
252
252252252
T
253
253
253253253253253253253
253253253254
254
2
5
4
254254254254254254254254
254254254254P
2
55255255255255
255255
255
255255255255255255255
255
2
5
6256256256256
256256256256256
2
5
6
2
5
6
256256256256256256
256256
256
256.74
CI
256.75
CI
256.79
CI
256.80
CI
256.80
CI
256.81
CI 256.87
CI
256.88
CI
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 259259259259259260.00
RCP
260 260
260
260
260
260
260
260260260260260260
260260
260
2602602602602602602
6
0
260260260260260
26026018" RCP
260.97
RCP
261261
261261261
2612612612612
6
1 261
261
2612612612612612612612612612
6
1
261261261261261261261261261.52
WW
261.58
WW261.86
WW
261.88
WW
261.88
WW
261.89
WW
261.95
CI
2
6
2
262
262262262262262
262
2
6
2 262262262262262262262262262262262262
262
262.00
CI 262.02
CI
262.03
CI
262.05
CI
262.08
CI
262.10
CI
262.12
CI
T
262.57
WW
262.60
WW262.78
WW
262.79
WW
262.81
WW
262.83
WW
262.85
HW
262.89
HW
263
263263263263
2
6
3
263263263263
263
263263
263263263263EL JB #108689
EL JB #112804
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
263.76
HW
263.79
HW
264
264
264
264
264
264.99
CB
265
265
265265
265.06
CB
265.12
CB265.20
CB 266
266
26
6
U.S. ARMY CORPS OF ENGINEERSHPTC_CG101.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_CG101.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 2019GI-3
SDMH-4 SDMH-3 12"STAGING AREA
CONTRACTOR
(HPTC)
TRAINING CENTER
HUMAN PERFORMANCE
TURF FIELD
FF EL 263.75
RD
RD RD
CO
CB-1CB-2
SDMH-1HW-1
CO
COCO
COHW-3
GI-1
HW-2
CI-2CI-1
SDMH-2
HW-6
GI-2
CI-4
HW-4CI-3
15"6"6"10"12"6"15"6"12"15"10"6"10"6"6"6"6"6"6"12"6"15"6"6"15"6"6"6"6"6"12"6"6"
10"
12"
HW-5
12"x18"
1 5 "
18"
CO
DS
DS DS DS DS DS DS DS DS DS
DS
DS DS DS
DS DS DS DS DS DS
DS
DS DS
DS
CO
4"
4"
4"
4"
4"
4"
4"
CO
4"
4"
4"
4"
4"
4"
4"
CO
CO
CO
CO
CO
CO
COSDMH-5
SDMH-6
18"12"CO
CO
CO
CO
6"6"15"15"15"15"15"15"CO
CO
CO
CO
CO
6"
6"
6"
6"6"6"6"6"6"
CO
CO CO
CO
CO
CO
CO6"
6"
6"
6"
6"6"6"6"10+0011+0012+0013+0014+00 15+00 16+00 17+00
E= 21.98'
R= 53.00'
L= 83.28'
T= 53.03'
E= 1990751.57
N= 484101.19
Sta= 13+51.70
CURVE # 1
CO
256256
256
258
258
260
260260260260
260
260
260 260260260
261
261
261
261
261
262
262
262
2
6
2
262 262
262
262
262
BIO RETENTION AREA #2
263
263
2
6
3
263
263 263263
263263
BIO RETENTION AREA #1
264
CG101S.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.GRADE AND DRAIN PLANGENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 2, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
7.
6.
5.
4.
3.
2.

1.
GRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'
ON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
LESS IN DIAMETER TO BE PVC. CONTRACTOR
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
[phone]
[e-mail]
FORT BRAGG, NC 28310-5000
2175 REILY ROAD STOP A
DIRECTORATE OF PUBLIC WORKS
MONICA STEPHENSON
POINT OF CONTACT:
CONTAINED WITHIN STORMWATER REPORT.
PN 69287 SOF INFRASTRUCTURE PROJECT, ALL
WETLAND MAP OF PATRIOT POINT AREA FROM
ENVIRONMENTAL CONSIDERATION AND
REFER TO USFWS NWI MAP, RECORD OF
OF THE EDGE OF THE CONSTRUCTION LIMITS.
NO WETLANDS EXIST ON SITE OR WITHIN 100'
WETLANDS
CG110 CG111
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
ELEVATION=261.6'
P-02 BORE HOLE
18" RCP
ELEVATION=259.8'
P-04 BORE HOLE
ELEVATION=256.0'
S-03 BORE HOLE
ELEVATION=259.2'
S-02 BORE HOLE
ELEVATION=258.5'
P-03 BORE HOLE
(NO ACCESS TO INVERTS)
TOP=256.76'
CONC
CI
W/3SBW
84" CHLK
CONC SW
ELEVATION=260.8'
S-01 BORE HOLE
(4)
BOLLARDS
ELEVATION=260.1'
P-01 BORE HOLE
84" CHLK W/3SBW84" CHLK W/3SBWASPHALT
ASPHALT
18" C&G18" C&G
18" C&G18" C&G18" C&GWOODED AREA
CBCB250CBCB251251251251252252
2
5
2
252 253253253253
253254254254254254
254254255255255255255255
256256256256256256
256
256.74
CI
256.75
CI
256.79
CI
256.80
CI
257257257257257257257
258258258258258258258
258
259259
259259259259
259260
260260260260260260
261
2612612612612
6
1262262262
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_CG110.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_CG110.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 2019STAGING AREA
CONTRACTOR
GI-1
HW-2
CI-2CI-1
CI-4
HW-4CI-3
6"
HW-5
12"x18"
1 5 "
CO
CO
CO
6"
15"15"
CO
CO
CO
CO
6"
6"
6"
6"
6"6"10+0011+0012+0013+0014+00
256
256
258
260
260
260
260260260261
2
6
2
262
262
2
6
3
263
BIO RETENTION AREA #1
TC 263.53
BC 263.45
TC 263.29
BC 263.21
TC 263.11
BC 263.03
TC 262.83
BC 262.75
TC 262.49
BC 262.41
TC 262.43
BC 262.35
TC 263.01
BC 262.51
TC 262.85
TC 264.11
BC 263.61
TC 263.87
BC 263.37
TC 262.91
TC 263.69
BC 263.19
TC 263.41
BC 262.91
TURF FIELD
CG110 CG111
N
KEY MAP
CG110S.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.GRADE AND DRAIN PLANENLARGED WESTGENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
7.
6.
5.
4.
3.
2.

1.
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
FILL 256.00'
TOP ENGINEERED
BIO-RETENTION #1
INSTALLED ON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
12" OR LESS IN DIAMETER TO BE PVC. CONTRACTOR
PIPE. (CONTECH A-2000 OR EQUIVALENT). ALL PIPES
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
TC 263.53
BC 263.45
TC 263.29
BC 263.21
TC 263.11
BC 263.03
TC 262.83
BC 262.75
TC 262.49
BC 262.41
TC 262.43
BC 262.35
TC 263.01
BC 262.51
TC 262.85
TC 264.11
BC 263.61
TC 263.87
BC 263.37
TC 262.91
TC 263.69
BC 263.19
TC 263.41
BC 262.91 OCT 2019CONSTRUCTION CLARIFICATION1
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
CI
18" C&G
ASPHALT
6" CURB
6" CURB
6" CURB6" CURB
6" CURB6" CURB
(NO ACCESS TO INVERTS)
INV 251.25' (FROM ASBUILTS)
TOP=262.10'24" RCPPARKING LOT
EXISTING ASPHALT
2552552
5
62562562562562
5
7257257257
257258
258
2582582582
5
9
259 259259259259
260260
260 260260260260260260260260
260260261261
261
2612612612612612612612612612
6
1
261261261261261262
262
262
2
6
2 262262262262262262262262262262262
262.03
CI
262.08
CI
262.10
CI
262.12
CI 263263263263
2
6
3
263263263263
263
263263263FH
WV
#79677 83696
PPL
#79677 83740
PPL
83786
#79678
PPL
264
264
264265 265
2
66ELEVATION=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_CG111.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_CG111.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 2019GI-3
SDMH-4 SDMH-3 12"(HPTC)
TRAINING CENTER
HUMAN PERFORMANCE
TURF FIELD
FF EL 263.75
RD
RD RD
CO
CB-1CB-2
SDMH-1HW-1
CO
COCO
CO
HW-3
SDMH-2
HW-6
GI-2
15"6"6"10"12"6"15"6"12"15"10"6"10"6"6"6"6"6"6"12"6"15"6"6"15"6"6"6"6"6"12"6"10"
12"
18"
CO
DS
DS DS DS DS DS DS DS DS DS
DS
DS DS DS
DS DS DS DS DS DS
DS
DS DS
DS
CO
4"
4"
4"
4"
4"
4"
4"
CO
4"
4"
4"
4"
4"
4"
4"
CO
CO
CO
CO
CO
CO
COSDMH-5
SDMH-6
18"12"CO
6"15"15"15"15"WMCO
6"6"6"6"6"
CO
CO CO
CO
CO
CO
CO6"
6"
6"
6"6"6"15+00 16+00 17+00
CO
256258260 260260260
260
261
261
261
261
262
262
262
262
262
262
BIO RETENTION AREA #2
263
263 263263263 263263
BIO RETENTION AREA #1
264
TURF FIELD
CG110 CG111
N
KEY MAP
CG111S.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.GRADE AND DRAIN PLANENLARGED EASTGENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 2, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
7.
6.
5.
4.
3.
2.

1.
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
FILL 258.00'
TOP ENGINEERED
BIO-RETENTION #2
ON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
LESS IN DIAMETER TO BE PVC. CONTRACTOR
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
GENERAL CIVIL NOTES.
REFER TO G-202 AND C-001 FOR WORKZONE AND
262.84
262.84
262.45
262.76
262.50
262.69
262.35 1CONSTRUCTION CLARIFICATIONOCT 2019263.15
262.97
263.43
263.29