SW6200101_SW6200101 Civil Affairs TEMF Revised Drawings_March2020_3/9/2020

225225
225 230230
230230
235235
235
235 2352352352352352352
4
0240240240240240
2402402
4
0
240
240
240
2
40240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
4
5
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245250250250250
250 250250250
250250250250250250
SITE
224
226226226
227227
227227
228228
228228
229229
229229
231
231
2
31231232
232
2
3
2232233
233
233233
233
233234234
234234234234234234
234
236236236
236236 236
236
23623623623623
6 236237237237
237237237 237237
237237
2
3
7237237
237237
237
237237237237237238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
2382382382382382
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
239
2392392392
3
9
2392392392392392392412412412
4
1
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 41
241
241241241241241241241241241241241
2
4
1 241241241241242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
2422422422
42242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242243243243243243243243243243243
243
243
2
4
3
24
3
243
243 243243243243243243243243243243243243243243243
243243
243
2
4
3
243
243
243
243
2432432
43243243243
243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243244244244
244
244244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244
244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 244244
246246246246246
246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 246246246246246246246246
2462462462472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 2472472
4
7
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247248
248
248 248248248248248248248248248
248248248248248
248248248248248249
249249
249249249
249 249249249249249
2492
49251
251251251251251251 251251
252U.S. ARMY CORPS OF ENGINEERSSCAT_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\017101\03 CAD_BIM\_Sheets\03_SurvMap\SCAT_V-101.dgn09-MAR-202016:25 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020ELEV.=246.5'
BH-3
ELEV.=247.4'
BH-4
ELEV.=245.5'
BH-2
ELEV.=247.6'
BH-5
ELEV.=247.6'
BH-8
ELEV.=239.5'
BH-16
ELEV.=250.5'
BH-6
ELEV.=247.3'
BH-13
ELEV.=246.6'
BH-1
ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1
ELEV.=237.1'
BH-14
ELEV.=243.8'
BH-7
ELEV.=242.8'
BH-12
ELEV.=244.0'
BH-17
ELEV.=241.5'
BH-1524" RCP18" RCPN.C. GRIDNAD 83/2011N
UNDERGROUND SANITARY SEWER
WOODSLINE OR TREELINE
EDGE OF PAVEMENT
BACK OF CURB
ASPHALT HATCH
FENCE LINE
MINOR CONTOUR LINE
EDGE OF GRAVEL
STORM PIPE
ROAD STRIPING
CENTERLINE DITCH
MAJOR CONTOUR LINE
GRAVEL/ROCK HATCH
CONCRETE HATCH
UNDERGROUND WATER LINE LEVEL C PER CI/ASCE 38-02 STANDARDS
UNDERGROUND WATER LINE LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND GAS LINE LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND TELEPHONE LINE LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND POWER LINE LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND FORCE MAIN LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND UNKNOWN LINE LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND COM DUCT BANK LEVEL B PER CI/ASCE 38-02 STANDARDS
UNDERGROUND COM DUCT BANK LEVEL C PER CI/ASCE 38-02 STANDARDS
RIP RAP HATCH
(NOT TO SCALE)
VICINITY MAP
CHICKEN RD
M
O
R
G
AN
TO
N
RD
NEW DAWN DR
T
ORA BORA BL
VDTORA BORA BLVDSPARTAN WAYA STEAGLE TALON DR
FORT BRAGG, NC
AFRICAN LION BLVDFREEDOM WAY
URBAN CHAOS LN0150 150 300
SCALE: 1" = 150'
MOUNTAIN VIPER DR
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WV
#110981
EJB
#113063
EJB
CONC
CONC
CONC
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
TOP=250.25'
TMH
HOT BOX
CHILLERCHILLERBOX
HOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FH
WV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
GV
O/H STEAM LINES (2)
BOX
HOT ASPHALTBOLBOL
BOLBOL
BOL
BOL BOL
BOL
TOP=251.19'
TMH
83207
#79438
PPL
BOL
247.53'
TOP=
TMH
15" RCPDRIVE
ROCK
ELEV.=249.9'
BH-10
ELEV.=246.2
BH-11
TPED
TPED
CONC
CONC
CONC
CONC
ASPHALT
DATESTEPHEN R. WOLFE, NC PLS #L-3259
__________________________________________________________________________
THIS ________ DAY OF ________________, A.D. 2019.
DATUMS; WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL
GEODETIC SURVEY; THIS METHOD PRODUCES RESULTS IN NAD83/2011 AND NAVD1988
CONTINUOUSLY OPERATING REFERENCE STATIONS MAINTAINED BY THE NORTH CAROLINA
OBSERVATIONS USING A TRIMBLE R8GNSS DUAL FREQUENCY RECEIVER UTILIZING THE
VERTICAL CONTROL VALUES WERE DERIVED BY VRS (VIRTUAL REFERENCE SYSTEM) GPS
THAT THE FIELD SURVEY WAS COMPLETED ON 25MAR2019; THAT THE HORIZONTAL AND
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
MASON H. MCKNIGHT, VICE PRESIDENT
706-868-1037 (OFFICE)
AUGUSTA, GA 30907
635 NW FRONTAGE ROAD
PO BOX 211900
ACC CONSTRUCTION COMPANY, INC.CLIENT AUTHORIZING WORK:14.
COMPLEX_TOPO_DGN_190325.DGN
JOYNER KEENY FILE NAME: 190022A_FORT BRAGG_SOF CIVIL AFFAIRS BN 13.
JOYNER KEENY PROJECT # 190022A12.
ONE (1) FOOT CONTOUR INTERVAL11.
FIELD BOOK # 702, 703, and 71810.
DATE OF FIELD SURVEY: 04MAR2019 THRU 25MAR20199.
FEET.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY 8.
(MINIMAL FLOOD RISK).
#9498, MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL 7.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
ELECTRIC: SANDHILLS ELECTRIC UTILITY, 910-497-7399

NATURAL GAS: DUKE ENERGY (PIEDMONT NATURAL GAS) 704-731-4960
GIS: FORT BRAGG DPW, 910-907-3814
WATER & SANITARY SEWER: ONUS, 910-495-1311
NC ONE CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS.
APPROXIMATE LOCATIONS AND ARE BASED ON ABOVE GROUND FEATURES, PHYSICAL
LOCATE ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE
THE EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS
GROUND FEATURES AND PAINT MARKS ESTABLISHED BY JOYNER KEENY AND OTHERS. THE
THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.
ACCURACY STANDARDS.
THE CONTROL POINTS USED IN THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER
REFERENCE SYSTEM (VRS). A CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH
OF 1988 (NAVD88) FROM GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL
VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM 3.
WAS A TRIMBLE R8 GNSS GPS RECEIVER WITH TRIMBLE ACCESS SOFTWARE.
AVERAGE COMBINED FACTOR USED IS 0.999870932 (GROUND TO GRID). EQUIPMENT USED
WITH JK CAP) WITH GRID COORDINATES NORTH = 481737.784, EAST = 1990027.270. THE
COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #10000 (REBAR
NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET.
GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE
HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON 2.

252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License # P-0551
JOYNER KEENY, PLLC
FIELD SURVEYS PERFORMED BY:1.
NOTES:15" RCPSHEET 6
SHEET 9
SHEET 2 SHEET 3
SHEET 5 SHEET 7
SHEET 8
SHEET 4
SHEET 10
ELEV.=250.6
BH-9
#108697
EJB
S
S
P
HH
INV.=229.24'
42" RCP
P
RAP
RIP
15" RCP15" RCP
INV.=230.37'INV.=228.44'
INV.=231.70'
INV.=230.88'
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
INV.=237.44' (S)
INV.=237.70' (W)
INV.=237.84' (N)6" PVCINV.=239.17' (E)
INV.=232.30' (N)
INV.=232.70' (E)
INV.=235.53' (N)
INV.=235.38' (S)
INV.=235.77' (S)
INV.=235.85' (NW)
INV.=230.36' (S)
INV.=233.91' (E)
INV.=230.34' (N)
INV.=236.52' (N)
INV.=236.50' (SE)
INV.=231.40' (SE)
INV.=231.35' (NW)
INV.=233.52' (S)
INV.=233.79' (NW)
INV.=232.26' (S)
INV.=231.89' (NW)
INV.=232.65' (S)
INV.=232.40' (N)
INV.=233.20' (S)
INV.=233.08' (N)
INV.=233.57' (N)
INV.=232.10' (W)
INV.=231.95' (E)
INV.=229.39' (N)
INV.=229.10' (SW)
24" RCP
8" PVC
8" PVC
RCP
36" 24" RCPTOP=240.38'
TOP=233.29'
TOP=243.04'
TOP=225.88'
TOP OF PIPE=220.29' (S)
TOP=238.89'
TOP=240.84'
TOP=240.94'
TOP=240.20'
TOP=241.68'
TOP=237.40'
TOP=236.43'
TOP=236.32'
TOP=236.85'
TOP=236.45'
TOP=236.81'
TOP=242.93'
TOP=243.10'
FES
RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
CONC HW
CONC HW
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
RAP
RIP
RAP
RIP
RAP
RIP
6" CPP10" PVC (0D)8" PVC36" RCP
36" RCP
36" RCP
S
P
4" PVC
P 8" PVC6" PVC
OFF-SITE 24" RCPS
24" RCP
8" PVC42" RCP
8" PVC 8" PVC10" PVC
8" PVC
3 STRAND RAZOR WIRE FENCE
3 STRAND RAZOR WIRE FENCE
3 STRAND RAZOR WIRE FENCE
3 STRAND RAZOR WIRE FENCE36" RCPS
GATE
72" CHLK
GATE
72" CHLK
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
18" RCP
S
15" RCPHHHH 8" PVC8" PVCRCP
18"
8"
P
V
CP
P 8" PVCCONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
10" PVC18" RCP15" RCP
S15" RCP
8" PVC8" PVCS
ASPHALTHH
P 15" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES PES
PESPESPES
1 5 " RCP
15" RCPP72" CHLK72" CHLK6" PVC6" PVCASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
8" PVC8" PVC15" RCP
S
15" CPP
T
S

HH
S
8" PV
C

W
W
P
T18" RCPS CPP
18
" 15" CPPT
18" RCP
S
S
T

W T
P RCP18" S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
EJB #112830
INV.=214.81'
FH
TOP=243.65'
EL HH
WV
WV
GV
FH
WV
FH
WVWV
WV
WV
TOP=226.99'
EL HH
#79040 83032
PPL
#79092 83030
PPL
EJB #112501
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
WV
WV
WV
PIVWV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#110749
EL TF
#79228 83351
PPL
EM
TOP=247.09'
TEL HH
#112896
EL TF
WV
WV
PIV
WMV WV
FH
#79291 83353
PPL
WV
WV WV
WV
FH
PIV
#112899
EL TF
WV
WV
#79177 83347
PPL
WV WV
#110016
EL TF
WV
FH
83217
#79146
PPL
83160
#79145
PPL
83104
#79144
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP
TOP=242.24'
INV.=226.98' (N)10" PVC10" PVCOFF-SITE
TOP=241.84'
INV.=234.08' (N)
INV.=234.08' (S)
TOP=237.00'
INV.=233.89' (W)
INV.=232.06' (N)
INV.=232.05' (S)
TOP=242.31'
INV.=230.10' (W)
INV.=230.04' (N)
INV.=229.83' (S)
83050
#79141
PPL
#110025
EJB
#110184
EJB
TOP=238.12'
INV.=231.01' (N)
INV.=230.88' (E)
AND DEBRIS)
FULL OF WATER
(NO INFO -
TOP=237.44'
DI
DI
DI
DI
DI
83349
#79136
PPL
83176
#79443
PPL
83136
#79444
PPL
83096
#79445
PPL
28"x44" RCP
28"x44" RCP
INV.=214.34'
INV.=214.33'
TOP=226.11'INV.=214.82'
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
TOP=224.30'
INV.=217.59' (NW)
DI
24" RCPINV.=217.59' (S)
TOP=224.98'24" RCPINV.=213.87' (N)
(STRUCTURE FULL OF WATER)
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
FH
WV
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILE
DEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILE
DEBRIS
PILE
DEBRIS
PP
GUY
PP
PP
GUY
GRAVEL
GAZEBO
TRAINING AREA
95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
GRAVEL
8" PVC
UKN
CONC PAD
EJB ON
PAD
CONC
EJB ON
UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
INV.=246.44'
DIRECTION ONLY
DRAIN
TRENCH
6" PP
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES
238.85'
INV.=
238.40'
INV.=
WW
HW
WW 24" RCPWW
HW
WW
FES
INV.=241.14'
WW
WW
HW
INV.=242.44'
FES
INV.=242.98'
TOP=246.51'
INV.=236.96' (E)
INV.=236.96' (W)
INV.=240.28'
TOP=247.73'
BOX
JUNCTION
TOP=246.93'
INV.=239.59'
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)
TOP=252.44'
INV.=242.99' (SW)
OFF-SITE
TOP=250.31'
DI15" RCP
INV.=242.11' (W)
TOP=250.06'
DI
INV.=240.17' (E)
15" RCP
INV.=240.11' (W)
TOP=250.14'
DI
INV.=237.89' (E)
INV.=237.76' (W)
18" RCP
TOP=249.36'
INV.=236.82' (W)
INV.=236.94' (E)
18" RCP
TOP=246.49'
DI
INV.=235.86' (E)
INV.=235.83' (W)
24" RCP
TOP=246.45'
DI
INV.=234.05' (E)
INV.=233.52' (W)
24" RCP
TOP=246.41'
DI
INV.=231.99' (E)
INV.=231.68' (W)
24" RCP
TOP=249.33'
INV.=242.14' (NE)
INV.=242.08' (SW)
TOP=247.15'
INV.=241.33' (NE)
INV.=241.26' (S)
INV.=240.57' (S)
OUTFALL STRUCTURE
INV.=240.09' (SW)
INV.=244.23' (NE)
INV.=244.22' (S)
INV.=244.24' (E)
8" PVC
ONLY
DIRECTION
DI
INV.=244.49' (N)
INV.=244.36' (E)
DI
TOP=246.62'
TOP=246.78'
ONLY
DIRECTION
INV.=244.54' (S)
INV.=244.58' (E)
DI
TOP=246.80'
8" PVC
ONLY
DIRECTION
8" PVC
ONLY
DIRECTION
INV.=244.45' (E)
INV.=244.38' (N)
DI
TOP=246.78'
INV.=244.42' (S)
STRUCTURE
OUTFALL
FES
INV.=240.89'
INV.=240.01' (NW)
INV.=241.15' (SE)END NOT FOUNDINV.=237.95' (W)
INV.=240.11' (N)
INV.=238.05' (E)
243.93'
INV.=
UKN
UKN
UKN
V-101S.HAGGARDS.CURRYM.MAYERJOYNER 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
PREPARED BY:TOPOGRAPHIC SURVEYTBM TEMPORARY BENCHMARK
STMH STORM SEWER MANHOLE
POWER POLE
TELEPHONE PEDESTAL
ELECTRIC METER
TMH
LEGEND
POWER POLE WITH LIGHT
PP
PPL
EJB
EM
RB&C REBAR WITH CAP
ELECTRIC JUNCTION BOX
SPOT ELEVATION
S
P
TPEDT
TELEPHONE MANHOLET
HH EL HH ELECTRIC HAND HOLE
EL TF ELECTRIC TRANSFORMER
TEL HHHH TELEPHONE HAND HOLE
GV GAS VALVE
WV WATER VALVE
FH FIRE HYDRANT
WM WATER METER
SSMH SANITARY SEWER MANHOLE
BH BORE HOLE
BOL BOLLARD
DI DROP INLET
CB CATCH BASIN
ELEV ELEVATION
INV INVERT
RCP
CONC CONCRETE
REINFORCED CONCRETE PIPE
PP PLASTIC PIPE
CPP CORRUGATED PLASTIC PIPE
PVC POLYVINYL CHLORIDE PIPE
PIV POST INDICATOR VALVE
WMV WATER METER VAULTW
FES FLARED END SECTION
HW HEADWALL
WW WINGWALL
UNKNOWNUKN
CHLK CHAIN LINK
O/H OVERHEAD
U/G UNDERGROUND
COMM COMMUNICATION
LVL LEVEL
WD WOOD
BLDG BUILDING
PES PARALLEL END SECTION
WETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
ELEV.=246.5'
BH-3
ELEV.=247.4'
BH-4
ELEV.=245.5'
BH-2
ELEV.=247.6'
BH-5
ELEV.=247.6'
BH-8
ELEV.=239.5'
BH-16
ELEV.=250.5'
BH-6
ELEV.=247.3'
BH-13
ELEV.=246.6'
BH-1
ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1
ELEV.=237.1'
BH-14
ELEV.=243.8'
BH-7
ELEV.=242.8'
BH-12
ELEV.=244.0'
BH-17
ELEV.=241.5'
BH-1524" RCP18" RCPASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WV
#110981
EJB
#113063
EJB
CONC
CONC
CONC
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
TOP=250.25'
TMH
HOT BOX
CHILLERCHILLERBOX
HOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
FH
WV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
GV
O/H STEAM LINES (2)
BOX
HOT
BOLBOL
BOLBOL
BOL
BOL BOL
ELEV.=246.99'
E=1989952.37
N=482931.24
#10011 RB&C
ELEV.=249.01'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10009 TBM
ELEV.=246.92'
E=1989483.91
N=482923.12
RB&C
#10012
ELEV.=250.27'
E=1990417.36
N=482890.16
#10008 RB&C
ELEV.=243.13'
E=1990414.97
N=482315.01
#10006 RB&C
ELEV.=241.22'
E=1989494.98
N=482343.47
#10014 RB&C
ELEV.=249.01'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
ELEV.=238.36'
E=1989484.99
N=481737.74
#10001 RB&C
ELEV.=243.49'
E=1990027.27
N=481737.78
#10000 RB&C
ELEV.=246.28'
E=1990452.70
N=481734.40
#10005 RB&C
BOL
TOP=251.19'
TMH
83207
#79438
PPL
BOL
247.53'
TOP=
TMH
15" RCPELEV.=249.9'
BH-10
ELEV.=246.2
BH-11
ELEV.=2243.15'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10016 TBM
TPED
TPED
CONC
CONC
CONC
CONC
15" RCPELEV.=250.6
BH-9
#108697
EJB
224
225225
225 226226226S
P
HH
227227
227227
228228
228228 INV.=229.24'
42" RCP
229229
229229P
230230
230230
RAP
RIP
15" RCP15" RCP
INV.=230.37'INV.=228.44'
INV.=231.70'
INV.=230.88'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
INV.=237.44' (S)
INV.=237.70' (W)
INV.=237.84' (N)
INV.=239.17' (E)
INV.=232.30' (N)
INV.=232.70' (E)
INV.=235.53' (N)
INV.=235.38' (S)
INV.=235.77' (S)
INV.=235.85' (NW)
INV.=230.36' (S)
INV.=233.91' (E)
INV.=230.34' (N)
INV.=236.52' (N)
INV.=236.50' (SE)
INV.=231.40' (SE)
INV.=231.35' (NW)
INV.=233.52' (S)
INV.=233.79' (NW)
INV.=232.26' (S)
INV.=231.89' (NW)
INV.=232.65' (S)
INV.=232.40' (N)
INV.=233.20' (S)
INV.=233.08' (N)
INV.=233.57' (N)
INV.=232.10' (W)
INV.=231.95' (E)
INV.=229.39' (N)
INV.=229.10' (SW)
24" RCP 24" RCPTOP=240.38'
TOP=233.29'
TOP=243.04'
TOP=225.88'
TOP OF PIPE=220.29' (S)
TOP=238.89'
TOP=240.84'
TOP=240.94'
TOP=240.20'
TOP=241.68'
TOP=237.40'
TOP=236.43'
TOP=236.32'
TOP=236.85'
TOP=236.45'
TOP=236.81'
TOP=242.93'
TOP=243.10'
FES
RAP
RIP
CONC HW
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
6" CPP10" PVC (0D)231
231
2
31231232
232232
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
36 236P
OFF-SITE
237237237
237237237 237237
237237
237237237
237237
23
7
23723723723723724" RCPS
24" RCP
238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238238238238
23823823823823836" RCPS
72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
2392392392392392392
3
9
2
3
9
2
39
2
39
239
2392392392
3
9
239239239239239239
GATE
BOL
BOL (10)GATE
18" RCP
239.872402402402402402402402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240S
HH
HH RCP
18" 241241 2412
4
1
2412
4
1
2
4
1
241
24
1
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
2
4
1 241241241241P
P
CONC DITCH242242242242242242242
242
242
242242
2
42242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242243243243243243243243243243243
243
243
2
4
3
2
4
3
243
243 243243243243243243243243243243243243243243243
243243
243
24
3243
243
243
243
243243243243243243243243243
243
2
4
3243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
HH
P244244244
244
244244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
44244244
244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 24424415" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES PES
PESPESPES
1 5 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
4
5
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
T
246246246246246246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 246246246246 246246246246
24624624615" CPP
T
2472472472472
4
7
2
4
7
247247247247247247247247
2472472
4
7
247
247247247247247247247
247247 2472472
4
7
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
HH
S
8" PV
C

W
W
P
T18" RCPCPP
1
8
" 15" CPPS
248
248
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248248T
249
249249
249249249
249 249249249249249
24924918" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
2512512512512512
5
1 251251 T
P
252RCP18" S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
EJB #112830
INV.=214.81'
FH
TOP=243.65'
EL HH
WV
WV
GV
FH
WV
FH
WVWV
WV
WV
TOP=226.99'
EL HH
#79040 83032
PPL
#79092 83030
PPL
EJB #112501
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
WV
WV
WV
PIVWV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#110749
EL TF
#79228 83351
PPL
EM
TOP=247.09'
TEL HH
#112896
EL TF
WV
WV
PIV
WMV WV
FH
#79291 83353
PPL
WV
WV WV
WV
FH
#112899
EL TF
WV
WV
#79177 83347
PPL
WV WV
#110016
EL TF
WV
FH
83217
#79146
PPL
83160
#79145
PPL
83104
#79144
PPL
TOP=247.23'
INV.=241.32' (S)OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCPTOP=241.84'
INV.=234.08' (N)
INV.=234.08' (S)
TOP=237.00'
INV.=233.89' (W)
INV.=232.06' (N)
INV.=232.05' (S)
TOP=242.31'
INV.=230.10' (W)
INV.=230.04' (N)
INV.=229.83' (S)
83050
#79141
PPL
#110025
EJB
#110184
EJB
TOP=238.12'
INV.=231.01' (N)
INV.=230.88' (E)
AND DEBRIS)
FULL OF WATER
(NO INFO -
TOP=237.44'
DI
DI
DI
DI
DI
83349
#79136
PPL
83176
#79443
PPL
83136
#79444
PPL
83096
#79445
PPL
28"x44" RCP
28"x44" RCP
TOP=226.11'INV.=214.82'
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
TOP=224.30'
INV.=217.59' (NW)
DI
24" RCPINV.=217.59' (S)24" RCPLVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
FH
WV
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONCCONC
CONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
8" PVC
UKN
CONC PAD
EJB ON
PAD
CONC
EJB ON
UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
DRAIN
TRENCH
DRAIN
TRENCH
DRAIN
TRENCH
INV.=246.44'
DIRECTION ONLY
DRAIN
TRENCH
6" PP
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES 24" RCPWW
HW
WW
FES
INV.=241.14'
INV.=240.28'
TOP=247.73'
BOX
JUNCTION
TOP=252.44'
INV.=242.99' (SW)
OFF-SITE
TOP=250.31'
DI15" RCP
INV.=242.11' (W)
TOP=250.06'
DI
INV.=240.17' (E)
15" RCP
INV.=240.11' (W)
TOP=250.14'
DI
INV.=237.89' (E)
INV.=237.76' (W)
18" RCP
TOP=249.36'
INV.=236.82' (W)
INV.=236.94' (E)
18" RCP
TOP=246.49'
DI
INV.=235.86' (E)
INV.=235.83' (W)
24" RCP
TOP=246.45'
DI
INV.=234.05' (E)
INV.=233.52' (W)
24" RCP
TOP=246.41'
DI
INV.=231.99' (E)
INV.=231.68' (W)
24" RCP
TOP=249.33'
INV.=242.14' (NE)
INV.=242.08' (SW)
TOP=247.15'
INV.=241.33' (NE)
INV.=241.26' (S)
INV.=240.57' (S)
OUTFALL STRUCTURE
INV.=240.09' (SW)
INV.=244.23' (NE)
INV.=244.22' (S)
INV.=244.24' (E)
8" PVC
ONLY
DIRECTION
DI
INV.=244.49' (N)
INV.=244.36' (E)
DI
TOP=246.62'
TOP=246.78'
ONLY
DIRECTION
INV.=244.54' (S)
INV.=244.58' (E)
DI
TOP=246.80'
8" PVC
ONLY
DIRECTION
8" PVC
ONLY
DIRECTION
INV.=244.45' (E)
INV.=244.38' (N)
DI
TOP=246.78'
INV.=244.42' (S)
STRUCTURE
OUTFALL
FES
INV.=240.89'
INV.=240.01' (NW)
INV.=241.15' (SE)END NOT FOUNDINV.=237.95' (W)
INV.=240.11' (N)
INV.=238.05' (E)
243.93'
INV.=
UKN
UKN
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG101.dgn09-MAR-202016:24 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND
GI-4
GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4
CO COCOCO COCO
CO
SDMH-8 SDMH-9
RD RD RDRDRD RD RD RD RD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
RDRD
SDMH-7
CB-8
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"36"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18"
24"24"36"
CO CO CO
CO
COCO
CO CO
CO
CO
CO
RD
AD-3 AD-7
CB-3
24"
30"
SDMH-10 30"
SDMH-13
SDMH-14
10"
RD12"12"10"6"
RD 12"10"10"RD RD
6"6"12"6"6"
CO
CO CO CO
RD RD
CO CO CORDRDRD
6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD
6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"RDRDRDRDRDRDRDRDRDRDRDCO
CO
CO 6"6"10"10"12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
CO
COCO
CO
CO
CO CO
CO
+
CO
CO
GI-318"24"24"8" PERF.8" PERF.30"24"
HW-9 12"RD15"15"CO
RD
10"RD10"RD10"R
D
6"
R
D
6"6"10"6"
10"
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"232232235
235
235235235235
235 235235235235238238238238
238
239
239
239
240240240240240240240240240 240 240
240240240240240
240
240240240240240
24"243241
242
242
242 2428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243
243
243
243
243
243243
243
243
243 243243245
244
244
244
244
244
244 244 244244244244244
244245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246246247
247
247248250249250CG101S.HAGGARDS.CURRYM.MAYERN
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"=80'-0"
240'160'80'040'80'
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
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
DRAINAGE SCHEDULE.
REFER TO SHEET CG601 AND CG602 FOR STORM
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
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
GRADE AND DRAIN PLAN OVERALLWETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
CG110 CG111
CG112 CG113
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKER
GAS
MARKER
GAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516T
S
S
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
UG COMM
COMMT
S
GV
24" RCPBOX
HOT
BOL
BOL
BOL
BOL BOL
INV.=229.24'
42" RCP
INV.=225.70' (E)
INV.=225.68' (W)
INV.=232.30' (N)
INV.=232.70' (E)
INV.=230.36' (S)
INV.=233.91' (E)
INV.=230.34' (N)
INV.=231.40' (SE)
INV.=231.35' (NW)
INV.=232.26' (S)
INV.=231.89' (NW)
INV.=229.39' (N)
INV.=229.10' (SW)24" RCPTOP=238.89'
TOP=240.20'
TOP=237.40'
TOP=236.32'
TOP=243.10'
OFF-SITE
36" RCP
36" RCP
234 235235236
236
236236236237237
237237 237237
237237
2
3
7
23723724" RCPS
24" RCP
238238238238
238
238238
23823823836" RCPS
72" CHLK72" CHLK2
3
9
2392392392392392392
3
9
2
3
9
2
3
9240240240240240240
2402402
4
0
240
240240S241241 2412
4
1
2412
4
1
2
4
1
241
2 41242242 2422422422422
4
2
242
2
4
2
242242
242243243243243243243243243243243
243
243
2
4
3
2
4
3
243243S244244244
244
244244
244
244244245245
245
245
2
4
5
245
245
2
4
5
246246246
246246
246 246246246LS BD LS BD
LS BD
247247
247247247247247247
247247 LS BD
HH
TOP=247.09'
TEL HH
DI
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
U.S. ARMY CORPS OF ENGINEERSSCAT_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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG110.dgn09-MAR-202016:24 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
POL STORAGEORG STORAGE "A"FF EL 246.25GI-4
GI-5
SDMH-2SDMH-1
GI-6
COCO
SDMH-8
RD RD RDRDRD
RD
DS DS DS DS DS DS DS
DSDSDSDSDSDSDS
24"
15"18"
RD
SDMH-7
CB-8
AD-1 AD-2 AD-4
36"36"
6"
15"
3
6"
HW-3
SDMH-11
CB-1
CB-2
24"
24"
24"24"CO CO CO
CO
COCO
CO CO
RD
AD-3
CB-3
30"
SDMH-10 30"
SDMH-13
SDMH-14
10"
RD12"12"10"6"
RD 12"RD RDRD
6"6"6"
10"10"12"RD
RD RD RD
6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"CO
CO
CO
CO
CO
COCO
CO
CO
CO CO
CO
+
CO
CO
GI-318"24"24"8" PERF.8" PERF.30"24"15"15"R
D
6"6"10"6"
10"
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
EXMH-2
EXMH-3
36"238238239 240240240240240240
24"
241 2428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243244245
245
245245245
245.33
245.33
245.33
245.33245.33
245.33
245.50
246.83
246.83
245.50
245.50
245.50
245.75
245.75
245.75 245.75
246
246
246246246
246247 GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
W
FW
W
CO CO COCO
SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
SAN
RDRD
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
SAN
SAN
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"36"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18"24"36"
CO CO CO CO
COCO
CO CO
CO
CO
CORD
AD-3 AD-7
CB-3
24"
30"
SDMH-1030"
SDMH-13 SDMH-14
10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO
CO CO CO
RD RD
CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO
COCO 12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
COCO
CO
CO
CO CO
CO
WWW
WWWWWWW WFWFWFWFWFW
FWFWW
WWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
8"
8"
8"
8"8"8"8"8"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"6"6"
6"
6"6"
8"8"8"8"
8"
HW-9 12"15"15"CO RD
10"RD10"RD10"R
D6"
R
D
6"6"10"6"
10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"10"10"10"OWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"24
3
241
242
2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243
243
243 243243
243
243
243 243243245
244
244
244
244
244
244 244 244244244244
244245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246247
247
247248250249250N
CG110 CG111
CG112 CG113
KEY MAP
CG110S.HAGGARDS.CURRYM.MAYERN
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.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
GENERAL NOTES
8.
7.
6.
5.
4.
3.
2.

1.
DRIVE.
ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS
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
DRAINAGE SCHEDULE.
REFER TO SHEET CG601 AND CG602 FOR STORM
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
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
AD-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 CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 4, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
CB-1 TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL AREA DRAIN
246.30BIO RETENTION BASINGRADE AND DRAIN PLAN 1ENLARGEDEMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK

SHEET CG508
BASIN, REFER TO
BIO RETENTION
SHEET NOTES
1
CG601 AND CG602
TO STORM DRAINAGE SCHEDULE ON SHEETS
CONNECT TO EXISTING STORM MANHOLE. REFER
1
1
WETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKER
GAS
MARKER
GAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516T
S
S
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
UG COMM
COMMT
S
GV
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
TOP=250.25'
TMH
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
TPED
18" RCP
240 240241241241
241
241 241241241241 241241CONC DITCH
UG COMM242242242242242
242
242
242 242242242242 242UG COMM
243243243243243243243
243
2
4
3243243 243243 243243243243244
244244244244
244244244
244244244244
244244244 244244244244244
1 5 " RCP245245
245
245 245245245245245245245
245245 245245245
245245245245245245245 246246246246246246246246246246
2
4
6
246 246246246246246246246246246246246246
246UG COMM
15" CPP
COMM T 2472
4
7 2472472
4
7
2
4
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM18" RCPC
P
P
1
8
" 15" CPPS
248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248EL*516BL*516 T
LS BD
249
249249
249249249
249 249249249249249
24924918" RCP
S
UG COMM
S
LS BD
EL*516 UG COMM250
250
250250
250 250250250
250250250250250250
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
COMM T
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
251
2512512512512512
5
1 251251
LS BD
LS BD
UG COMM
COMM T
252LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
RAP
RIP
BLDG
WD
CONC
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES 24" RCPWW
HW
WW
FES
INV.=241.14'
INV.=240.28'
TOP=247.73'
BOX
JUNCTION
TOP=250.31'
INV.=242.11' (W)
TOP=249.33'
INV.=242.14' (NE)
INV.=242.08' (SW)
TOP=247.15'
INV.=241.33' (NE)
INV.=241.26' (S)
INV.=240.57' (S)
OUTFALL STRUCTURE
INV.=240.09' (SW)END NOT FOUNDINV.=237.95' (W)
INV.=240.11' (N)
INV.=238.05' (E)U.S. ARMY CORPS OF ENGINEERSSCAT_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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG111.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"SDMH-4
SDMH-5
SDMH-3
HW-4
CO COCO COCO
CO
SDMH-9
RD RD RD RD RD RD
RD
RD RDRD
DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DS
18"
15"15"15"
SDMH-6
RD
AD-5 AD-6 AD-8
36"
36"
10"
6"12"6"12"10"
12"15"36"36"CB-5 CB-6
CB-7
18
"
36"
CO
CO
CO
AD-7
24"10"10"RD RD
6"6"12"6"6"
CO
CO CO CO
RD RD
CO CO CORDRDRD
6"6"6"10"10"10"RDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"15"15"15"15"15"
SDMH-17
SDMH-16
SDMH-18
SDMH-19
CO CO
12"RDCO
RD
10"RD10"RD10"R
D
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"36"24"18"15"
EXMH-1245
245245245
246
246
246
246
246 246
246246246246246.50 246.50
246.50
246.50
247
247248250249250GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
W
FW
W
CO CO COCO
SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
SAN
RDRD
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
SAN
SAN
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"36"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18"24"36"
CO CO CO CO
COCO
CO CO
CO
CO
CORD
AD-3 AD-7
CB-3
24"
30"
SDMH-1030"
SDMH-13 SDMH-14
10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO
CO CO CO
RD RD
CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO
COCO 12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
COCO
CO
CO
CO CO
CO
WWW
WWWWWWW WFWFWFWFWFW
FWFWW
WWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
8"
8"
8"
8"8"8"8"8"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"6"6"
6"
6"6"
8"8"8"8"
8"
HW-9 12"15"15"CO RD
10"RD10"RD10"R
D6"
R
D
6"6"10"6"
10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"10"10"10"OWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"24
3
241
242
2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243
243
243 243243
243
243
243 243243245
244
244
244
244
244
244 244 244244244244
244245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246247
247
247248250249250N
CG110 CG111
CG112 CG113
KEY MAP
CG111S.HAGGARDS.CURRYM.MAYERN
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.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
GENERAL NOTES
DRIVE.
ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS
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
DRAINAGE SCHEDULE.
REFER TO SHEET CG601 AND CG602 FOR STORM
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
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
8.
7.
6.
5.
4.
3.
2.

1.
LEGEND
AD-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 CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 4, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
CB-1 TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL AREA DRAIN
247.25
GRADE AND DRAIN PLAN 2ENLARGEDSHEET NOTES
1
STORM PIPING.
CONNECT TO NEW STORM MANHOLE TO EXISTING
CG601 AND CG602
TO STORM DRAINAGE SCHEDULE ON SHEETS
CONNECT TO EXISTING STORM MANHOLE. REFER
2
2
2
1
WETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKER
GAS
MARKER
GAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516T
S
S
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
UG COMM
COMMT
S
GV24" RCP18" RCPASPHALT
ASPHALT
ASPHALT
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
BOLBOL15" RCPINV.=230.37'
INV.=231.70'
INV.=231.89' (NW)
INV.=232.65' (S)
INV.=232.40' (N)
INV.=233.20' (S)
INV.=233.08' (N)
INV.=233.57' (N)
TOP=236.85'
TOP=236.45'
TOP=236.81'
RAP
RIP
CONC HW
6" CPP231232233
233234234
234
235235
235
235 235236236236
236236 236236237237237
237237237 237237237237237238238238238238238238
238
238
238238238238238
23823823872" CHLK72" CHLK72" CHLK72" CHLK239239239239239239
239
239
239
2392392
3
92
3
9
2392392
3
9
239239239239GATE
BOL
BOL (10)GATE
240
240240
240240240240240240240240240240240240
240
240
240
2402402
4
1
241
241241241241241241241241241241241
241
241
241241241241241241241
2
4
1 2422422422422422422422
4
2
242242
242
242
242
242
242242242242
242243243243243243243243243
243243
243
243243
243243243
244244244244244244
244244244
244
2
4
4
244
244244
6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
DI
DI
DI
U.S. ARMY CORPS OF ENGINEERSSCAT_CG112.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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG112.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020HAZ STORAGE
GI-1
GI-2
HW-9 24"24"
TW 242.50 TW 242.50 TW 242.50 TW 242.50232232
235235235
235235235235238 238
238
239
239240240240240
240240240240240240243242
242.50 242.50 242.50
243
243
243
243243
TC 243.00
243
TC 243.50
BC 243.00
244 244244
244244.33
244.33
244.50
245.83
244.50
244.33
244.33
244.33
244.33245.83
GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
W
FW
W
CO CO COCO
SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
SAN
RDRD
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
SAN
SAN
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"36"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18"24"36"
CO CO CO CO
COCO
CO CO
CO
CO
CORD
AD-3 AD-7
CB-3
24"
30"
SDMH-1030"
SDMH-13 SDMH-14
10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO
CO CO CO
RD RD
CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO
COCO 12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
COCO
CO
CO
CO CO
CO
WWW
WWWWWWW WFWFWFWFWFW
FWFWW
WWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
8"
8"
8"
8"8"8"8"8"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"6"6"
6"
6"6"
8"8"8"8"
8"
HW-9 12"15"15"CO RD
10"RD10"RD10"R
D6"
R
D
6"6"10"6"
10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"10"10"10"OWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"24
3
241
242
2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243
243
243 243243
243
243
243 243243245
244
244
244
244
244
244 244 244244244244
244245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246247
247
247248250249250N
CG110 CG111
CG112 CG113
KEY MAP
CG112S.HAGGARDS.CURRYM.MAYERN
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.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
GENERAL NOTES
SHEET NOTES
1
2
1 1 1
2
DRIVE.
ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS
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
DRAINAGE SCHEDULE.
REFER TO SHEET CG601 AND CG602 FOR STORM
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
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
8.
7.
6.
5.
4.
3.
2.

1.
LEGEND
AD-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 CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 4, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
CB-1 TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL AREA DRAIN
243.10
243.10
GRADE AND DRAIN PLAN 3ENLARGED3
3
ENLARGED DRAINAGE CHANNEL
REFER TO SHEET CG512 FOR
EMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK

EMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK
REFER TO SHEET CG510
WET POND #1 MAIN POOL
STORM WATER
FOREBAY
WET POND #1 REFER TO SHEET CG511
WET POND #2 MAIN POOL
STORM WATER
DETAIL 3, SHEET CG507.
PROVIDE RIPRAP OUTLET PROTECTION. REFER TO
PROVIDE CONCRETE FLUME. REFER TO SHEET CG514.
CHANNEL WITH VERTICAL SIDEWALLS, HEIGHT VARIES.
PROVIDE 6-FT FLAT BOTTOM CONCRETE DRAINAGE
WETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKER
GAS
MARKER
GAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516T
S
S
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
UG COMM
COMMT
S
GV
ASPHALT
ASPHALT
CONC
CONC
CONC
MARKER
GAS
PAD
CONC
MARKER
GAS
U/G STEAM LINES (2)
O/H STEAM LINES (2)
247.53'
TOP=
TMH
15" RCPTPED
239
239239239
240
240240240240240RCP
1
8"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241LS BD
LS BD
LS BD
242 242
242242242242242242242242242242
2422422422422422422422422
4
2 242242
242242242242242242242242242LS BD
LS BD
243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243LS BD
LS BD
LS BD 244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
2442442
4
4244 244244
LS BD
15" RCP15" RCPLS BD
BL*516 6" PVC6" PVC245245245245245245
245245245245245245245245245245245245245 245245245245245245245245 245245245
T
246246246246246246246246246246246246246246246246246
246BL*516
247247247
2
4
7
247247247247247 247247
247
247
2472478" PV
CCOMM T
248CONC SW
MOUNTAIN VIPER DRIVE
GV
LVL B
DUCT BANK
EMPTY COMM
8" PVC
UKN UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
DRAIN
TRENCH
DIRECTION ONLY
DRAIN
TRENCH
INV.=246.58'
INV.=244.23' (NE)
INV.=244.22' (S)
INV.=244.24' (E)
8" PVC
DI
INV.=244.49' (N)
INV.=244.36' (E)
DI
TOP=246.62'
TOP=246.78'
INV.=244.54' (S)
INV.=244.58' (E)
DI
TOP=246.80'
8" PVC
ONLY
DIRECTION
8" PVC
ONLY
DIRECTION
INV.=244.45' (E)
INV.=244.38' (N)
DI
TOP=246.78'
INV.=244.42' (S)
STRUCTURE
OUTFALL
FES
INV.=240.89'
INV.=240.01' (NW)
INV.=241.15' (SE)
243.93'
INV.=
UKN
UKN
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CG113.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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG113.dgn09-MAR-202016:23 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020SDMH-12
HW-5
HW-6
HW-7
HW-8 18"18"18"SDMH-15
HW-1
15"18"24"235
235
235
235 240240240 240
240
240
242
242
243
243
243
243 243245244
244
244
244
244
244 244244245245245
245
245
245
245
GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
W
FW
W
CO CO COCO
SDMH-8 SDMH-9RDRDRDRDRDRDRD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
SAN
RDRD
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
SAN
SAN
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"36"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18"24"36"
CO CO CO CO
COCO
CO CO
CO
CO
CORD
AD-3 AD-7
CB-3
24"
30"
SDMH-1030"
SDMH-13 SDMH-14
10"RD12"12"10"6"RD 12"10"10"RD RD6"6"12"6"6"CO
CO CO CO
RD RD
CO CO CORDRDRD6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD6"6"6"10"10"RDRDRDRDRDRDRDRDRDRD12"12"15"15"15"15"RDRDRDRDRDRDRDRDCO
COCO 12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
COCO
CO
CO
CO CO
CO
WWW
WWWWWWW WFWFWFWFWFW
FWFWW
WWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
8"
8"
8"
8"8"8"8"8"8"8"8"8"
8"8"8"8"8"8"8"8"8"8"8"6"6"
6"
6"6"
8"8"8"8"
8"
HW-9 12"15"15"CO RD
10"RD10"RD10"R
D6"
R
D
6"6"10"6"
10"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"10"10"10"OWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"24
3
241
242
2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243
243
243 243243
243
243
243 243243245
244
244
244
244
244
244 244 244244244244
244245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246247
247
247248250249250N
CG110 CG111
CG112 CG113
KEY MAP
CG113S.HAGGARDS.CURRYM.MAYERN
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.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
LEGEND
AD-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 CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 4, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
GENERAL NOTES
SHEET NOTES
1
2
1 1
2
DRIVE.
ALL PONDS SHALL BE PROVIDED A GRAVEL ACCESS
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
DRAINAGE SCHEDULE.
REFER TO SHEET CG601 AND CG602 FOR STORM
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
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
8.
7.
6.
5.
4.
3.
2.

1.
CB-1 TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL AREA DRAIN
GRADE AND DRAIN PLAN 4ENLARGED3
3
ENLARGED DRAINAGE CHANNEL
REFER TO SHEET CG512 FOR
REFER TO SHEET CG511
WET POND #2 MAIN POOL
STORM WATER
STORM PIPING.
CONNECT TO NEW STORM MANHOLE TO EXISTING
DETAIL 2, SHEET CG513.
PROVIDE RIPRAP OUTLET PROTECTION. REFER TO
WITH BAFFLES. REFER TO SHEET CG512.
PROVIDE CONCRETE ENERGY DISSIPATION FLUME
CHANNEL WITH VERTICAL SIDEWALLS, HEIGHT VARIES.
PROVIDE 6-FT FLAT BOTTOM CONCRETE DRAINAGE
4
4
WETLAND NOTE
[e-mail]
[phone]
KENNY McMILLAN
POINT OF CONTACT:
ENVIRONMENTAL DEPARTMENT.
DEPARTMENT OF PUBLIC WORKS (DPW)
AS PER COORDINATIONS WITH FORT BRAGG
CONSTRUCTION LIMITS OR PROJECT BOUNDARY
NO WETLANDS EXIST WITHIN THE PROJECT
24" RCP18" RCPWV FH
CONC
CONC
CONC
15" RCPINV.=233.52' (S)
INV.=233.79' (NW)
INV.=232.26' (S)
INV.=231.89' (NW)
INV.=232.65' (S)
INV.=232.40' (N)
INV.=233.20' (S)
INV.=233.08' (N)
INV.=233.57' (N)
TOP=236.43'
TOP=236.32'
TOP=236.85'
TOP=236.45'
TOP=236.81'
OFF-SITE
2352362362362364" PVC8" PVC6" PVC
OFF-SITE 2372372372372378" PVC2382382382382382382382392392392392392392392402402402402402402402412412412412412412418" PVC2422422422
4
2
242
2428" PVC243243243243243
243243
244244244
24424583160
#79145
PPL
83104
#79144
PPL
TOP=241.84'
INV.=234.08' (N)
INV.=234.08' (S)
TOP=237.00'
INV.=233.89' (W)
INV.=232.06' (N)
INV.=232.05' (S)
DI
DI
DI
DI
U.S. ARMY CORPS OF ENGINEERSSCAT_CG510.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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG510.dgn09-MAR-202016:22 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020PLANTING NOTES:
SYM.
JP
CF
NP
HR
GL
SW
QUAN.BOTANICAL NAME
LOBELIA CARDINALIS
SACCHARUM BALDWINII
COMMON NAME
WETLAND PLANTINGS
CARDINAL FLOWER
NARROW PLUMEGRASS
HT.
-
-
-
-
-
-
ROOT
4" cont.
4" cont.
4" cont.
4" cont.
4" cont.
REMARKS
3' O.C. Shallow Land
3' O.C. Shallow Land
3' O.C. Shallow Land
3' O.C. Shallow Water
3' O.C. Shallow Water
INV. 233.00 INV. 233.00
STEPS
TOP OF DAM EL.= 243.00
Q-100 STORM EL.= 241.98
3
1
FOREBAY BOTTOM EL.= 233.00
Q-25 STORM EL.= 241.57
Q-10 STORM EL.= 241.24
Q-5 STORM EL.= 240.76
Q-2 STORM EL.= 240.29
Q-1 STORM EL.= 239.77
1
3
EMERGENCY SPILLWAY EL.= 242.00
3
1
TOP OF DAM EL.= 243.00
ALL UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED.
ALONG THE LITTORAL SHELF. DRAWDOWN PIPE IS NOT TO BE INSTALLED UNTIL
QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS
REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
COMPLETE.
DAM EMBANKMENT IS TO BE SODDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
RACK FOR APPROVAL.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OUTLET STRUCTURE AND TRASH
4" cont. 3' O.C. Shallow Water
DAM EMBANKMENT CONSTRUCTION NOTES
NOTES:
AWAY FROM DAM.
PRE-CAST BOX. LID SHOULD OPEN
CLASP WITHIN THE INSIDE LIP OF
WITH HINGES AND HOLD DOWN
HORIZONTAL OPENING, MOUNTED
NO.6 REBAR W/ MAX. 12"
DOMED TRASH RACK

MASTIC (TYP.)
WATERPROOF

8" PLUG VALVE
STEM GUIDES (TYP.)
STAINLESS STEEL
3' O.C.
STEM W/ SUPPORT
EXTENDED VALVE

AND TRASH RACK
PRE-CAST BOX
EXTEND WHEEL ABOVE

BASE 8' x 6' x 1'
ANTI-FLOTATION
W/STAINLESS STEEL HARDWARE.
AND SECTIONS SHALL BE STRAPPED TOGETHER
PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER
CONTINUOUS RUBBER WATERSTOPS SHALL BE
NOTE:
SHOWN.
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS
PERMANENT STORM WATER POND, CONTRACTOR SHALL
PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO
SHEET CG809
REFER TO DETAIL
ANTI-SEEP COLLARS

LOCKING "O" RING JOINT
24" RCP CLASS 3 WITH
5'2'

TRENCH
CUT OFF
SHELF
OPENING SIZE
4" - 6" MAXIMUM
TRASH RACK WITH

DIM. RISER
6'x4' INSIDE

3
1
NOT TO SCALE
NOT TO SCALE
RISER DETAIL

1
CG508
DETAIL.
STANDARD SLIP RESISTANT MANHOLE STEP
SPILLWAY, ANTI-SEEP COLLAR DETAIL AND
REFER TO SHEET CG509 FOR EMERGENCY
STORAGE
12" SEDIMENT
STORAGE
12" SEDIMENT

FOREBAY MAIN POOL
SPILLWAY
EMERGENCY
15"3
1
THE AREA SODDED.
OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER
STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE
NOT BE PERMITTED.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL
TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE
STRUCTURES.
PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE
CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE
SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE
DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION
WITH CRUSHED STONE.
THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL
UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR
THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED
TO THE PLACEMENT OF THE NEXT SOIL LIFT.
PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE
REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE
DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM
BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL
DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT
REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE
WITH SPECIFICATION 31 00 00 EARTHWORK.
PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE
PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR – TWO
BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD
PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL
LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
1. CONTROLLED FILL IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH
INV = 233.00
8" DEWATERING
EL. = 242.00
EL.= 233.00
RISER INVERT
INV = 240.00
4" DRAWDOWN ORIFICE
INV = 240.00
4" DRAWDOWN ORIFICE
INLET INV. = 233.00
8" DIP DEWATERING
MIN WEIGHT - 23,587 LBS.
w/6" THICK SOLID WALLS
INSIDE DIMENSION
6' x 4' CONCRETE RISER
BOTTOM EL.= 236.00
EL.= 240.00
TOP OF RISER EL.= 241.50
PERMANENT POOL EL.= 240.00
WET POND #1 PROFILE
4" PVC DRAWDOWN ORIFICE
EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
LOBELIA SIPHILITICA GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA STARRUSH WHITETOP
VEGETATED SHELF PLANTLIST
VEGETATED

EL.=239
EL.=240
VEGETATED SHELF NOTES:
INSTALLATION OF MATERIAL.
LOCATION FOR APPROVAL PRIOR TO
PROVIDE SOURCE OF PLANT MATERIAL AND
ENSURE SURVIVABILITY. CONTRACTOR TO
PLANT MATERIAL FROM LOCAL SOURCE TO
LANDSCAPE CONTRACTOR SHALL PROVIDE
4. APPROXIMATE SQUARE FEET = 2,550 SF
PLANTS PER 200 SQUARE FEET OF SHELF AREA.
3. PLANTINGS SHALL BE NO LESS THAN 50
2. SHALL BE NO STEEPER THAN 6:1 SLOPE
1. SHALL BE NO LESS THAN 6-FT WIDE
106
106
106
106
106
106
HAZ STORAGE
SDMH-1
GI-2
36"36"
3
6"W8"6"24"232232235235235
238239
240240240240240240
243242
243
243
243
243243244 244
CG510S.HAGGARDS.CURRYM.MAYERN
WET POND #1 DETAILSSTORM DRAINAGEMAIN POOL
WET POND #1
STORM WATER
FOREBAY
WET POND #1
EMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK

EL. 239'-240'
SHELF
VEGETATED
TPED
235
236237237
238
2388" PVC 8" PVC10" PVC
239
239
239239240240
240
240240HH 241241241
241
241
241
241241241241
P 242242
242
242
242
242
24224224224224224210" PVC8" PVC243243243
243
243243
243
243
243
243243243243243244244244244244244244
244
2
4
4
244
244
244
244244244244244
244 244
2446" CPPINV.=240.72'
INV.=237.98'
PES PES
BL*516
245245245245245245245245245245 245245245245245
245
245
BL*603CL*603
T
246247
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WV
TOP=242.31'
INV.=230.10' (W)
INV.=230.04' (N)
INV.=229.83' (S)
83050
#79141
PPL
#110025
EJB
#110184
EJB
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)
FH
WV U.S. ARMY CORPS OF ENGINEERSSCAT_CG511.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\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG511.dgn09-MAR-202016:22 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020INV. 234.00 INV. 234.00
STEPS
TOP OF DAM EL.= 242.00
Q-100 STORM EL.= 241.01
3
1
FOREBAY BOTTOM EL.= 234.00
Q-25 STORM EL.= 240.62
Q-10 STORM EL.= 240.30
Q-5 STORM EL.= 239.81
Q-2 STORM EL.= 239.32
Q-1 STORM EL.= 238.72
1
3
EMERGENCY SPILLWAY EL.= 241.00
3
1
TOP OF DAM EL.= 242.00
ALL UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED.
ALONG THE LITTORAL SHELF. DRAWDOWN PIPE IS NOT TO BE INSTALLED UNTIL
QUALITY STRUCTURE. THIS INCLUDES INSTALLING THE PROPOSED PLANTINGS
REMOVE ALL SEDIMENT FROM BASIN AND CONVERT TO PERMANENT WATER
UPSTREAM SURFACES HAVE BEEN PERMANENTLY STABILIZED, CONTRACTOR IS TO
EROSION CONTROL DEVICE INITIALLY. ONCE CONSTRUCTION IS COMPLETED AND
STORMWATER MANAGEMENT STRUCTURE IS TO BE UTILIZED AS A TEMPORARY
COMPLETE.
DAM EMBANKMENT IS TO BE SODDED IMMEDIATELY AFTER DAM CONSTRUCTION IS
RACK FOR APPROVAL.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OUTLET STRUCTURE AND TRASH
DAM EMBANKMENT CONSTRUCTION NOTES
NOTES:
AWAY FROM DAM.
PRE-CAST BOX. LID SHOULD OPEN
CLASP WITHIN THE INSIDE LIP OF
WITH HINGES AND HOLD DOWN
HORIZONTAL OPENING, MOUNTED
NO.6 REBAR W/ MAX. 12"
DOMED TRASH RACK

MASTIC (TYP.)
WATERPROOF

8" PLUG VALVE
STEM GUIDES (TYP.)
STAINLESS STEEL
3' O.C.
STEM W/ SUPPORT
EXTENDED VALVE

AND TRASH RACK
PRE-CAST BOX
EXTEND WHEEL ABOVE

BASE 8' x 6' x 1'
ANTI-FLOTATION
W/STAINLESS STEEL HARDWARE.
AND SECTIONS SHALL BE STRAPPED TOGETHER
PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER
CONTINUOUS RUBBER WATERSTOPS SHALL BE
NOTE:
SHOWN.
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS
PERMANENT STORM WATER POND, CONTRACTOR SHALL
PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO
SHEET CG809
REFER TO DETAIL
ANTI-SEEP COLLARS

LOCKING "O" RING JOINT
24" RCP CLASS 3 WITH
5'2'

TRENCH
CUT OFF
SHELF
OPENING SIZE
4" - 6" MAXIMUM
TRASH RACK WITH

DIM. RISER
6'x4' INSIDE

3
1
NOT TO SCALE
NOT TO SCALE
RISER DETAIL

1
CG508
DETAIL.
STANDARD SLIP RESISTANT MANHOLE STEP
SPILLWAY, ANTI-SEEP COLLAR DETAIL AND
REFER TO SHEET CG509 FOR EMERGENCY
STORAGE
12" SEDIMENT
STORAGE
12" SEDIMENT

FOREBAY MAIN POOL
SPILLWAY
EMERGENCY
15"3
1
THE AREA SODDED.
OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND
12. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER
STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE
NOT BE PERMITTED.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL
TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE
STRUCTURES.
PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE
CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE
SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE
DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION
WITH CRUSHED STONE.
THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL
UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR
THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED
TO THE PLACEMENT OF THE NEXT SOIL LIFT.
PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE
REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE
DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM
BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL
DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT
REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE
WITH SPECIFICATION 31 00 00 EARTHWORK.
PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE
PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR – TWO
BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD
PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL
LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE
1. CONTROLLED FILL IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH
INV = 234.00
8" DEWATERING
EL. = 241.00
EL.= 234.00
RISER INVERT
INV = 239.00
6" DRAWDOWN ORIFICE
INLET INV. = 234.00
8" DIP DEWATERING
6" PVC DRAWDOWN ORIFICE
MIN WEIGHT - 23,587 LBS.
w/6" THICK SOLID WALLS
INSIDE DIMENSION
6' x 4' CONCRETE RISER
INV = 239.00
ORIFICE
6" DRAWDOWN
BOTTOM EL.= 235.00
PERMANENT POOL EL.= 239.00EL.= 239.00
WET POND #2 PROFILE
TOP OF RISER EL.= 240.50
SYM.
JP
CF
NP
HR
GL
SW
QUAN.BOTANICAL NAME
LOBELIA CARDINALIS
SACCHARUM BALDWINII
COMMON NAME
WETLAND PLANTINGS
CARDINAL FLOWER
NARROW PLUMEGRASS
HT.
-
-
-
-
-
-
ROOT
4" cont.
4" cont.
4" cont.
4" cont.
4" cont.
REMARKS
3' O.C. Shallow Land
3' O.C. Shallow Land
3' O.C. Shallow Land
3' O.C. Shallow Water
3' O.C. Shallow Water
4" cont. 3' O.C. Shallow Water
EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
LOBELIA SIPHILITICA GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA STARRUSH WHITETOP
VEGETATED SHELF PLANTLIST
PLANTING NOTES:VEGETATED SHELF NOTES:
INSTALLATION OF MATERIAL.
LOCATION FOR APPROVAL PRIOR TO
PROVIDE SOURCE OF PLANT MATERIAL AND
ENSURE SURVIVABILITY. CONTRACTOR TO
PLANT MATERIAL FROM LOCAL SOURCE TO
LANDSCAPE CONTRACTOR SHALL PROVIDE
VEGETATED
EL.=238
EL.=239
365
365
365
365
365
365
4. APPROXIMATE SQUARE FEET = 8,725 SF
PLANTS PER 200 SQUARE FEET OF SHELF AREA.
3. PLANTINGS SHALL BE NO LESS THAN 50
2. SHALL BE NO STEEPER THAN 6:1 SLOPE
1. SHALL BE NO LESS THAN 6-FT WIDE
STORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
GI-1
HW-8
HW-1WWWWW8"6"6"
8"8"8"8"
24"
15"
235
235
235
235235235
235 235
238
238
239
239240240 240 240
240240240240240243
242
242
243 243
243
243
243
244
244
244
244
244245
245
CG511S.HAGGARDS.CURRYM.MAYERN
WET POND #2 DETAILSSTORM DRAINAGEEMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK

EL. 238'-239'
SHELF
VEGETATED
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
MARKER
GAS
PAD
CONC
MARKER
GAS
TOP=250.25'
TMH
BOX
HOT
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
U/G STEAM LINES (2)
O/H STEAM LINES (2)
GV
O/H STEAM LINES (2)
BOX
HOT 24" RCP18" RCP15" RCPBOLBOL
BOL
BOL
BOL BOL
BOL
TOP=251.19'
TMH
247.53'
TOP=
TMH
15" RCPTPED
TPED
GI-4
GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
W
FW
FW
W
W
CO CO COCO
CO
SDMH-8 SDMH-9
RD RD RDRDRD RD RD RD RD RD RD
RD
RD RDRDRD
DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDS
18"
24"
15"15"15"15"18"
SDMH-6
SDMH-12
SAN
RDRD
SDMH-7
CB-8
AD-1 AD-2 AD-4 AD-5 AD-6 AD-8
HW-5
HW-6
HW-7
HW-8
SAN
SAN
36"36"36"
36"
6"10"
6"12"6"12"10"
12"15"15"36"36"3
6"
HW-3
SDMH-11
CB-1
CB-2
CB-5 CB-6
CB-7
24"
24"
18
"
24"24"36"
CO CO CO
CO
COCO
CO CO
CO
CO
CO
RD
AD-3 AD-7
CB-3
24"
30"
SDMH-10 30"
SDMH-13
SDMH-14
10"
RD12"12"10"6"
RD 12"10"10"RD RD
6"6"12"6"6"
CO
CO CO CO
RD RD
CO CO CORDRDRD
6"6"6"10"10"10"RD RDRD6"6"6"
10"10"12"RD
RD RD RD
6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"RDRDRDRDRDRDRDRDRDRDRDCO
CO
CO 6"6"10"10"12"15"15"15"15"15"18"18"18"SDMH-17
SDMH-16
SDMH-18
SDMH-19
SDMH-15
CO CO
HW-1
CO
CO
COCO
CO
CO
CO CO
CO
W WWWWW
WWWWWWWW WFWFWFWFWFW
FWFWW
WWWW
+
CO
CO
GI-318"24"24"8" PERF.8" PERF.30"24"
FW
8"
8"
8"
8"8"8"8"8"
8"8"8"8"8"
8"8"6"8"8"8"8"8"8"8"8"8"8"8"8"6"
6"
6"
6"6"
8"8"8"8"
8
"HW-9 12"RD15"15"CO
RD
10"RD10"RD10"R
D
6"
R
D
6"6"10"6"
10"
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
36"24"18"15"
EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"10"10"10"
224
225225
225
S 226226226S
227227
227227
228228
228228 42" RCP
229229
229229
230230
230230
6" CPP24" RCP 8" PVC8" PVC 6" PVC8" PVC
15" RCP15" RCP
231
231
2
31231232
232
2
32232232232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
235235
235
235 235235235235235235235
235235235235235
235 235235235235
236236236
236236 236
236
2362362362362
36 2364" PVC
8" PVC6" PVC 24" RCP24" RCP
8" PVC237237237
237237237 237237
237237
237237237
237237
23
7
237237237237237S
238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238238238238
238238238238238238238238238
238
BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
8" PVC
10" PVC 8" PVC 8" PVC
2
3
9
239239239239239239239239
239
239
239
2392392392392392392
3
9
2
3
9
2
3
92
39
239
2392392392
3
9
239239239239239239
S
239
239
239
18" RCP2402402402402402402402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240S
24"240240240240240240240240240 240 240
240240240240240
240
2402402402402408" PVC8" PVC8
"
P
VC241241 2412
4
1
2412
4
1
2
4
1241
24
1
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
2
4
1 241241241241243241
UG COMM
8" PVC2422422422422422422
42
242
242
242242
2
4
2242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242242
242
242 242UG COMM
10" PVC8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PVC8" PVC243243243243243243243243243243
243
243
2
4
3
2
4
3
243
243 243243243243243243243243243243243243243243243
243243
243
2
4
3243
243
243
243
243243243243243243243243243
243
2
4
3243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243243
243
243
243
243
243243
243
243
243 2432436" CPP6" CPP1 5 " RCP
15" RCP244244244
244
244244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
44244244
244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 244244
245
244
244
244
244
244
244 244 244244244244244
244BL*516 6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
4
5
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
245
245
245245245 245245245
245
245
245
245
245245245
T
UG COMM
BL*516
15" CPP
8" PVC8" PVC246246246246246246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 246246246246246246246246
246246246246 246
246
246246
246
246246
246
246
246
246246246246246COMM
EL*516
UG COMM
T
HH
2472472472472
4
7
2
4
7
247247247247247247247247
2472472
4
7
247
247247247247247247247
247247 2472472
4
7
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247S
247
247
247COMM
BL*700 UG COMM
UG COMM
T
CPP
18
"
248
2
48
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248248S248EL*516BL*516 T
UG COMM
18" RCP
249
249249
249249249
249 249249249249249
249249S
S
250249EL*516
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM25
0250
250250
250 250250250
250250250250250250
250COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
T
251
2512512512512512
51 251251 COMM
UG COMM
T
252S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
TOP=247.09'
TEL HH
4" PVC
2
4
" RCP10" PVC28"x44" RCP
28"x44" RCP
24" RCP24" RCPLVL B
DUCT BANK
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
UKN
UKN UKN
15" RCP24" RCPUKN
RAP
RIP
BLDG
WD
CONC
FITNESS AREA
15" RCP15" RCP18" RCP18" RCP24" RCP24" RCP24" RCP
8" PVC
8" PVC
8" PVC
8" PVC
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_LP101.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\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP101.dgn09-MAR-202016:26 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25BIO RETENTION BASINSTORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER WET POND #1 MAIN POOLSTORM WATERSTORM WATER WET POND #2 MAIN POOL
FOREBAY
#1
WET POND
N
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.LP101S.HAGGARDGENERAL NOTES
S.CURRYM.MAYERPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'OVERALL LANDSCAPE PLANLAYER OF TOPSOIL AS PER THE SPECIFICATIONS.
LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH
SHALL NOT BE INSTALLED ON AN IMPERMEABLE
AND THE SPECIES SHALL BE DEEP -ROOTED. SOD
SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING,
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
7.
6.
5.
4.
3.
2.

1.
LP110 LP111
LP112 LP113
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")
WALL
BRICK
MARKER
GAS
PAD
CONC
MARKER
GAS
BOXHOT
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOX
HOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
S
S
LS BD BL*603
LS BD
LS BD
LS BD CL*603
LS BD
LS BD
LS BD
LS BD
LS BD
UG COMM
UG COMM
LS BD
LS BDLS BD
LS BD
EL*607
LS BD BL*603
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD
LS BD
LS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BD
LS BD
LS BD LS BD
LS BD LS BD
LS BD
LS BD
LS BD
BL*607
BL*516
LS BD BL*603LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREA
LS BD FITNESS AREA
LS BD CL*603 FITNESS AREA
EL*607
BL*607EL*607
UG COMM
BL*516
T
COMM
LS BD FITNESS AREA
EL*516
BL*700 UG COMM
UG COMM
UG COMM
T
HH
S
S
EL*607
LS BD
EL*516BL*516
EL*607A
T
LS BD
EL*516
UG COMM
UG COMM
S
S
UG COMM
UG COMM
UG COMM
UG COMMUG COMM
COMM
LS BD BL*603
LS BD CL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMM T
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAP
RIP
BLDG
WD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
UKN
UKN
UKN UKN
UKN
BOX
HOT
BOL
24" RCPBOL
BOL
BOL BOL
GI-4
GI-5
SDMH-2SDMH-1
GI-6
SANCO
SAN
CO
SDMH-8
RD RD RDRDRD
RD
DS DS DS DS DS DS DS
DSDSDSDSDSDSDS
24"
15"18"
SAN
RD
SDMH-7
CB-8
AD-1 AD-2 AD-4
SAN
SAN
36"36"
6"
15"
3
6"
HW-3
SDMH-11
CB-1
CB-2
24"
24"
24"24"CO CO CO
CO
COCO
CO CO
RD
AD-3
CB-3
30"
SDMH-10 30"
SDMH-13
SDMH-14
10"
RD12"12"10"6"
RD 12"RD RDRD
6"6"6"
10"10"12"RD
RD RD RD
6"6"6"10"10"RDRDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"12"15"15"15"15"CO
CO
CO
CO
CO
COCO
CO
CO
CO CO
CO
WWWWW
FWFWFW FW+
CO
CO
GI-318"24"24"8" PERF.8" PERF.30"24"8"
8"
8"8"8"8"8"8"8"6"
6"15"15"R
D
6"6"10"6"
10"
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"CB-4
EXMH-2
EXMH-3
36"
42" RCP
8" PVC36" RCP
36" RCP
234 235235236
236
2362362364" PVC24" RCP24" RCP 237237
237237 237237
237237
2
3
7
237237S
2382382
3
8
238238
238
238238
23823823823872" CHLK72" CHLK2
3
9
2392392392392392392
3
9
2
3
9
2
3
9S
239240240240 240240240
2402402
4
0
240
240240S
24"2402402402402402408" PVC8" PVC8
"
P
VC241241 2412
4
1
2412
4
1
2
4
1
241
2 41
241242242242242 2422422
4
2
242
2
4
2
242242
2422428" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243243243243243243243243243243
243
243
2
4
3
2
4
3
243243243244244244
244
244244
244
244244244245245
245
245
2
4
5
245
245
2
4
5
245
245
245245245
246246246
246246
246 246246246246
246
246246246
246HH
247247
247247247247247247
247247
247
TOP=247.09'
TEL HH
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
U.S. ARMY CORPS OF ENGINEERSSCAT_LP110.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\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP110.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020DEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
POL STORAGEORG STORAGE "A"FF EL 246.25FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25N
LP110 LP111
LP112 LP113
KEY MAP
N
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.LP110S.HAGGARDGENERAL NOTES
S.CURRYM.MAYERPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
AREA TO BE SODDED
SD
-
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'ENLARGED LANDSCAPE PLAN 1WO
2
SD
-
SD
-
SD
-
SD
-
SD
-BIO RETENTION BASINLAYER OF TOPSOIL AS PER THE SPECIFICATIONS.
LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH
SHALL NOT BE INSTALLED ON AN IMPERMEABLE
AND THE SPECIES SHALL BE DEEP -ROOTED. SOD
SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING,
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
7.
6.
5.
4.
3.
2.

1.
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")
WALL
BRICK
MARKER
GAS
PAD
CONC
MARKER
GAS
BOXHOT
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOX
HOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
S
S
LS BD BL*603
LS BD
LS BD
LS BD CL*603
LS BD
LS BD
LS BD
LS BD
LS BD
UG COMM
UG COMM
LS BD
LS BDLS BD
LS BD
EL*607
LS BD BL*603
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD
LS BD
LS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BD
LS BD
LS BD LS BD
LS BD LS BD
LS BD
LS BD
LS BD
BL*607
BL*516
LS BD BL*603LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREA
LS BD FITNESS AREA
LS BD CL*603 FITNESS AREA
EL*607
BL*607EL*607
UG COMM
BL*516
T
COMM
LS BD FITNESS AREA
EL*516
BL*700 UG COMM
UG COMM
UG COMM
T
HH
S
S
EL*607
LS BD
EL*516BL*516
EL*607A
T
LS BD
EL*516
UG COMM
UG COMM
S
S
UG COMM
UG COMM
UG COMM
UG COMMUG COMM
COMM
LS BD BL*603
LS BD CL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMM T
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAP
RIP
BLDG
WD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
UKN
UKN
UKN UKN
UKN
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
TOP=250.25'
TMH
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
TPED
SDMH-4
SDMH-5
SDMH-3
HW-4SANCOCO
SAN
W
FW
FW
W
W
CO COCO
CO
SDMH-9
RD RD RD RD RD RD
RD
RD RDRD
DS DS DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DS
18"
15"15"15"
SDMH-6
RD
AD-5 AD-6 AD-8
36"
36"
10"
6"12"6"12"10"
12"15"36"36"CB-5 CB-6
CB-7
18
"
36"
CO
CO
CO
AD-7
24"10"10"RD RD
6"6"12"6"6"
CO
CO CO CO
RD RD
CO CO CORDRDRD
6"6"6"10"10"10"RDRDRDRDRDRDRDRDRDRDRD6"6"10"10"12"15"15"15"15"15"
SDMH-17
SDMH-16
SDMH-18
SDMH-19
CO CO
W WWWWWFWFWFWFW
8"8"8"8"
8"8"8"8"8"
8"8"6"8"8"6"12"RDCO
RD
10"RD10"RD10"R
D
6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"36"24"18"15"
EXMH-110"10"10"
18" RCP
240 240241241241
241
241 241241241241 241241UG COMM242242242242242
242
242
242 242242242242 242UG COMM
243243243243243243243
243
2
4
3243243 243243 2432432432431 5 " RCP
244
244244244244
244244244
244244244244
244244244 244244244244244 245245
245
245 245245245245245245245
245245 245245245
245245245245245245245245 245245245
UG COMM
15" CPP
246246246246246246246246246246
2
4
6
246 246246246246246246246246246246246246
246246
246
246
246
246 246
246246246246COMM
EL*516
UG COMM
T 2472
4
7 2472472
4
7
2
4
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
247
247BL*700 UG COMM
UG COMM
C
P
P
1
8
" 248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248S248EL*516BL*516 T
UG COMM
18" RCP
249
249249
249249249
249 249249249249249
249249S
S
250249EL*516
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM2
50250
250250
250 250250250
250250250250250250
250COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
T
251
2512512512512512
5
1 251251 COMM
UG COMM
T
252LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
24" RCPUKN
RAP
RIP
BLDG
WD
CONC
U.S. ARMY CORPS OF ENGINEERSSCAT_LP111.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\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP111.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25N
LP110 LP111
LP112 LP113
KEY MAP
N
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.LP111S.HAGGARDGENERAL NOTES
S.CURRYM.MAYERPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'ENLARGED LANDSCAPE PLAN 2SD
-
SD
-
SD
-
SD
-
LAYER OF TOPSOIL AS PER THE SPECIFICATIONS.
LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH
SHALL NOT BE INSTALLED ON AN IMPERMEABLE
AND THE SPECIES SHALL BE DEEP -ROOTED. SOD
SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING,
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
7.
6.
5.
4.
3.
2.

1.
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")
WALL
BRICK
MARKER
GAS
PAD
CONC
MARKER
GAS
BOXHOT
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOX
HOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
S
S
LS BD BL*603
LS BD
LS BD
LS BD CL*603
LS BD
LS BD
LS BD
LS BD
LS BD
UG COMM
UG COMM
LS BD
LS BDLS BD
LS BD
EL*607
LS BD BL*603
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD
LS BD
LS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BD
LS BD
LS BD LS BD
LS BD LS BD
LS BD
LS BD
LS BD
BL*607
BL*516
LS BD BL*603LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREA
LS BD FITNESS AREA
LS BD CL*603 FITNESS AREA
EL*607
BL*607EL*607
UG COMM
BL*516
T
COMM
LS BD FITNESS AREA
EL*516
BL*700 UG COMM
UG COMM
UG COMM
T
HH
S
S
EL*607
LS BD
EL*516BL*516
EL*607A
T
LS BD
EL*516
UG COMM
UG COMM
S
S
UG COMM
UG COMM
UG COMM
UG COMMUG COMM
COMM
LS BD BL*603
LS BD CL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMM T
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAP
RIP
BLDG
WD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
UKN
UKN
UKN UKN
UKN
ASPHALT
ASPHALT
ASPHALT
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)24" RCP18" RCP15" RCPBOLBOL
GI-1
GI-2
WWWW8"8"6"
8"8"
HW-9 24"24"6" CPP231232232232233
233234234
234
235235
235
235 235235235235
235235235235
236236236
236236 2362368" PVC6" PVC
8" PVC237237237
237237237 237237237237237238238238238238238238
238
238
238238238238238
238238238238238
238
BOL (10)GATE 72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
8" PVC
10" PVC 8" PVC239239239239239239
239
239
239
2392392
3
92
3
9
2392392
3
9
239239239239239
239
240
240240
240240240240240240240240240240240240
240
240
240
240240240240
240240240240240240240240
2
4
1
241
241241241241241241241241241241241
241
241
241
241241241241241241241
2
4
1 2438" PVC2422422422422422422422
4
2
242242
242
242
242
242
242242242242
242242
10" PVC8" PVC8" PVC243243243243243243243243
243243
243
243243
243
243243243
243
243
243243
243
6" CPP6" CPP244244244244244244
244244244
244
2
4
4
244
244244244244244244 245245245245245245245245
MOUNTAIN VIPER DRIVE U.S. ARMY CORPS OF ENGINEERSSCAT_LP112.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\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP112.dgn09-MAR-202016:27 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020HAZ STORAGE
STORM WATER WET POND #2 MAIN POOL
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25N
LP110 LP111
LP112 LP113
KEY MAP
N
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.LP112S.HAGGARDGENERAL NOTES
S.CURRYM.MAYERPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'ENLARGED LANDSCAPE PLAN 3SD
-
SD
-SD
-
SD
-
REFER TO SHEETS CG510 AND CG511
WET POND VEGETATIVE SHELF (6' WIDE)
WET POND #1 MAIN POOL
STORM WATER
FOREBAY
WET POND #1
LAYER OF TOPSOIL AS PER THE SPECIFICATIONS.
LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH
SHALL NOT BE INSTALLED ON AN IMPERMEABLE
AND THE SPECIES SHALL BE DEEP -ROOTED. SOD
SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING,
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
7.
6.
5.
4.
3.
2.

1.
ELEV.=244.6'
BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")
WALL
BRICK
MARKER
GAS
PAD
CONC
MARKER
GAS
BOXHOT
BOL
BOL
BOL
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOX
HOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK72" CHLK72" CHLKGATE
72" CHLK72" CHLK72" CHLKBOL
S
S
LS BD BL*603
LS BD
LS BD
LS BD CL*603
LS BD
LS BD
LS BD
LS BD
LS BD
UG COMM
UG COMM
LS BD
LS BDLS BD
LS BD
EL*607
LS BD BL*603
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD
LS BD
LS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BD
LS BD
LS BD LS BD
LS BD LS BD
LS BD
LS BD
LS BD
BL*607
BL*516
LS BD BL*603LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREA
LS BD FITNESS AREA
LS BD CL*603 FITNESS AREA
EL*607
BL*607EL*607
UG COMM
BL*516
T
COMM
LS BD FITNESS AREA
EL*516
BL*700 UG COMM
UG COMM
UG COMM
T
HH
S
S
EL*607
LS BD
EL*516BL*516
EL*607A
T
LS BD
EL*516
UG COMM
UG COMM
S
S
UG COMM
UG COMM
UG COMM
UG COMMUG COMM
COMM
LS BD BL*603
LS BD CL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMM T
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAP
RIP
BLDG
WD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
UKN
UKN
UKN UKN
UKN
ASPHALT
ASPHALT
CONC
CONC
CONC
MARKER
GAS
PAD
CONC
MARKER
GAS
U/G STEAM LINES (2)
O/H STEAM LINES (2)
247.53'
TOP=
TMH
15" RCPTPED
SDMH-12
HW-5
HW-6
HW-7
HW-8 18"18"18"SDMH-15
HW-1 WWW
WW 8"8"8"6"
8"8"
8
"15"18"24"235
235
235
235
8" PVC
239
239239239
240
240240240240240240240240 240
240
240
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241242 242
242242242242242242242242242242
2422422422422422422422422
4
2 242242
242242242242242242242242242242
242
243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243243
243
243
243 24315" RCP244244244244244244244244244
244244244244244
244244244244244244244244244244244244 244
244
2442442
4
4244 244244
245244
244
244
244
244
244 244244BL*516 6" PVC245245245245245245
245245245245245245245245245245245245245 245245245245245245245245 245245245
245245245
245
245
245
245
T
BL*516
8" PVC8" PVC246246246246246246246246246246246246246246246246246
246247247247
2
4
7
247247247247247 247247
247
247
247247COMM T
248CONC SW
MOUNTAIN VIPER DRIVE
GV
4" PVC
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
UKN
UKN
UKN UKN
15" RCP
8" PVC
8" PVC
8" PVC
8" PVC
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_LP113.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\017101\03 CAD_BIM\_Sheets\06_Lndscp\SCAT_LP113.dgn09-MAR-202016:28 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFFEBRUARY 2020WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25N
LP110 LP111
LP112 LP113
KEY MAP
N
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.LP113S.HAGGARDGENERAL NOTES
S.CURRYM.MAYERPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'ENLARGED LANDSCAPE PLAN 4SD
-
SD
-
SD
-
SD
-
REFER TO SHEETS CG510 AND CG511
WET POND VEGETATIVE SHELF (6' WIDE)
LAYER OF TOPSOIL AS PER THE SPECIFICATIONS.
LAYER SUCH AS CLAY WITHOUT A MINIMUM 4 INCH
SHALL NOT BE INSTALLED ON AN IMPERMEABLE
AND THE SPECIES SHALL BE DEEP -ROOTED. SOD
SOD SHALL BE OF TYPE ZOYSIA, NON- CLUMPING,
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
7.
6.
5.
4.
3.
2.

1.