SW6200101_PN 69552 CIVIL AFFAIRS TEMF - STORMWATER PLANS JAN2020_1/20/2020

U.S. ARMY CORPS OF ENGINEERSStormWaterCover.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
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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\05_Civil\SedimentErosion\StormWaterCover.dgn07-JAN-202007:45 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020of Engineers
US Army Corps
®
FORT BRAGG, NORTH CAROLINA
SPECIAL OPERATIONS FORCES (SOF)
CONTRACT NO.: W912PM-19-C-0008
Wilmington District
G-001R. DOTSONCOVER SHEETK. BLANFORDM. BARNETTFY 18 / PN 69552
FOR OFFICIAL USE ONLY
NOT FOR CONSTRUCTION
CIVIL AFFAIRS TEMF
FAST-TRACK SUBMITTAL
PERMIT
STORMWATER MANAGEMENT
ISSUE DATE: JANUARY 2020
TORA BORA BOULEVARDNEW DAWN DRIVE NEW DAWN DRIVE
TORA BORA BOULEVARD
AFRICAN LION BOULEVARDMOUNTAIN VIPER LANE
MOUNTAIN VIPER LANE U.S. ARMY CORPS OF ENGINEERSSCAT_G-201.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\01_Gen\SCAT_G-201.dgn07-JAN-202006:46 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020DEADLINE PARKING
A 24 MB
A 24 MB
C 25 AC
BUTNER RD
LONGSTREET RD
GRUBER RD
ALL AMERI
CAN
FREEWAYYADKI
N RDGRUBER RD
LONGSTREET RD
BUTNER RD
BRAGG BLVDBRAGG BLVDGRUBER RDMU
R
C
H
S
O
N
R
D
RANDOLPH ST
POPE AIR FORCE BASE
KNOX STKNOX
S
T
SIMMONS AIRFIELDREILLY STREI
LLY STLAMONT RD210
87
24
24
21087
CHICKEN ROAD
MILITARY RESERVATION BOUNDARY
MILITARY RESERVATION BOUNDARYMILITARY RES
ERVATI
ON BOUNDARYMc RI
DGE ROADMAIN ENTRANCEARMISTEAD
HOSPITAL
ZABITOSKIY ROADBASTOGNE DRI
VEHONEYCUTT RD
ARDENNES RD
NORMANDY DRSTSPOONERDR SRALLEKcM
PRATT ST LEWI
SRECYCLING AREA
DEMOLITION LANDFILL
SOLID WASTE
TRANSFER STATION
DIRECTORATE OF PUBLIC WORKS
BUILDING NO. 3-1631
BLDG 2-2414
USACE SOCOM RESIDENT ENGINEER
VEHICLE REGISTRATION
BUILDING 4-2843,
SOLDIER SUPPORT CENTER,
AND TRUCK INSPECTION PLAZA
ACCESS CONTROL POINT (ACP) #8
OFFICE (DRMO) BLDG. NO. J-1334
DEFENSE REUTILIZATION MARKETING
PROJECT SITE
FORT BRAGG
VICINITY MAP
15
N
BISCOE
SANFORD
ASHEBORO
WILSON
GOLDSBORO
MT. OLIVE
CLINTON
ROCKINGHAM
LUMBERTON ELIZABETHTOWN
WHITEVILLE
WALLACE
DARLINGTON
LAURINBURG
DUNN
SMITHFIELD
401
401
74
401
401
74
87
87
N. CAROLINA
S. CAROLINA
FAYETTEVILLE
WILMINGTON
RALEIGH
501
501
95
95
9540
40
40
1
1
1
220
1
421
421
421
70
70
264421
117
117
701
701
301
76
76 74
74
501
64
AND THE OVERHILLS AREA.
NORTHERN TRAINING AREA
CANTONMENT AREA
FT. BRAGG
1 .5 0 1 2
GRAPHIC SCALE
MILES
ACP#4
ACP#8A
ACP#7
ACP#9
ACP#13
ACP#1
ACP#11
ACP#10
ACP#12 AND SAT /SUN /HOLIDAYS 0900-1700
COUNTY
CUMBERLAND
INSTALLATION ACCESS POINT
ACP #2
ACP#3
NORTH CAROLINA
COUNTY
CUMBERLAND
PROJECT SITE
G-201S.HAGGARDM.MAYERVICINITY AND LOCATION MAPC. LOWEN
HAUL ROUTE
GENERAL NOTES
= ROAD CLOSED WITH GATES OR BARRIERS
INSPECTION PLAZA
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK= TRUCK
DECALS ONLY
ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/5 DAYS A WEEK=
DECALS ONLY.
ACP NUMBERS 3, 9, 10 OPERATES 24HRS/7 DAYS A WEEK=
WEEK= ALL PROCESSING.
ACP NUMBERS 1, 4,7, 8, 11, 13 OPERATES 24HRS/ 7 DAYS A
COMMANDER.
PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE
OTHER PROHIBITED ITEMS AND PHOTOGRAPHY ON FORT BRAGG IS
THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR
COMMANDERS CONSENT.
PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION
INSTALLATIONS FROM CONDUCTING IMAGERY SURVEILLANCE,
AREA POSTING RESTRICTS PERSONS GAINING ACCESS TO MILITARY
FORT BRAGG IS DESIGNATED AS A RESTRICTED AREA. RESTRICTED
INSTALLATION.
PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY
OF A DEFENSE INSTALLATION WITHOUT FIRST OBTAINING THE
AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION
CRIME UNDER 18 USC 797 TO REPRODUCE. PUBLISH, SELL OR GIVE
COMMANDING OFFICER OF THE MILITARY INSTALLATION IT IS ALSO A
INSTALLATIONS WITHOUT FIRST OBTAINING THE PERMISSION OF THE
IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE
NORMAL OR A.
ONLY IF THE VEHICLE CAN SAFELY NEGOTIATE THE LANE AT FPCON
DEFINITION APPLIES TO ACTIVE DUTY MILITARY CAC CARD HOLDERS
UPS/FEDEX DELIVERY VEHICLES. ETC. THE ONLY EXCEPTION TO THIS
SIZE. AND ALL CIVILIAN FUEL TRUCKS. THIS INCLUDES U-HAUL TRUCKS,
OR ANY COMPANY VEHICLE PULLING AN ENCLOSED TRAILER OF ANY
15-PASSENGER VAN (NOT USED FOR PASSENGER TRANSPORTATION)
ANY VEHICLE AS LARGE AS OR LARGER THAN AN ENCLOSED
VEHICLE IS:
KNOX STREET. THE INSTALLATIONS DEFINITION FOR A COMMERCIAL
ALL COMMERCIAL VEHICLES MUST ACCESS THE TRUCK PLAZA ON
OWNED VEHICLES REQUIRE REGISTRATION.
OR NEITHER. ALL CONTRACTOR’S COMMERCIAL OR PRIVATELY
OF ENTRY;AUTOMATED INSTALLATION ENTRY, TEMPORARY PASS,
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF MEANS
WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX.
INFO AND HOURS FOR ACP'S CAN BE FOUND AT:
IN SPECIFICATIONS SECTION 01 14 00, PARAGRAPH 1.4., PASSES.
SYSTEM (AIE). THE PROCESS OF ACCESSING THE BASE IS EXPLAINED
FORT BRAGG WILL BE USING THE AUTOMATED INSTALLATION ENTRY
POINT (ACP) PLAN & SECURITY NOTES
POST ACCESS CONTROL
DUMPSTERS.
FOR MSW DISPOSAL OFF BASE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
CONTRACTOR SHALL PROVIDE MSW SERVICE FOR THE CONSTRUCTION SITE AND
FORT BRAGG DOES NOT PROVIDE MUNICIPAL SOLID WASTE (MSW) SERVICE. THE
THE RECYCLING AREA AT THE LAMONT LANDFILL FACILITY.
TRANSPORTED TO THE DPW RECYCLING CENTER (BUTNER AND REILLY ROAD) OR
MOTORS, VALVES, COPPER WIRE, ETC. THESE TYPES OF ITEMS SHALL BE
HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METALS BEAMS,
SPECIFIES THAT THE CONTRACTOR CAN OBTAIN THE MATERIALS. ITEMS SUCH AS
DEMOLITION JOB IS PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT
NOTE: ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR
OF THEIR CONTENTS WHILE BEING PRESENT ON FORT BRAGG.
ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED
OF WASTE OR RECYCLABLES TO PREVENT LITTER.
STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS
ADDITIONAL GUIDANCE.
WASTE/RECYCLING PROGRAM AT 977-2502, 396-3372 OR 432-6412 FOR
CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID
- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.
AT BLDG 3-1240, BUTNER AND REILLY ROAD
- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER
- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD
CARDBOARD TO BE RECYCLED
- NO ITEMS WITH LIQUIDS IN THEM
- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED
SCRAP ALUMINUM
- NO ITEMS WITH LIQUIDS IN THEM
- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED
SCRAP STEEL
- SERVICEABLE AND NON-SERVICEABLE PALLETS
PALLETS
- NO TRASH IN LOAD
- WILL ACCEPT GROUND WOOD CHIPS
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS
LENGTHS OF 3 FEET OR LESS
- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT SHALL BE CUT TO
- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH
TREES, LIMBS AND STUMPS

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE
- SHALL HAVE MINIMAL AMOUNT OF ASPHALT
- SHALL HAVE MINIMAL AMOUNT OF DIRT IN LOAD
- SHALL BE NO LARGER THAN 2’ BY 2’ PIECES OR EQUIVALENT
- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED
CONCRETE, BRICK, AND BLOCK
ITEMS.
THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLES
ATTN: SOLID WASTE OFFICE.
JEFF SLOOP AT [e-mail] OR FAX TO [phone],
WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO
THIS INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID
AND THE CERTIFIED FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED.
RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS)
CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE OF WASTE OR
A PROVIDED FORM FROM THE SOLID WASTE/RECYCLING OFFICE OR A
REPORTS TO BE CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ.
OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY DIRECTORATE
FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING
OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG. THE
ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING
DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA DEPARTMENT OF
(C&D AND MSW) AND ALL MATERIALS RECYCLED OFF FORT BRAGG. THE
THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED
WASTE AND MSW.
“D” LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS
ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE
FACILITY IS CLOSED AND WILL NOT EXCEPT MSW AT THE FACILITY.
THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL
CLOSED AND WILL NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.
THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS
10.
9.
8.
7.
6.
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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.dgn07-JAN-202006:46 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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
MO
RGANTON 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.=246.2BH-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
2
4" 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" PVCR
CP
18"
8"
P
V
C
P
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
15" R CP
15" RCPP72" CHLK72" CHLK6" PVC6" PVCASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
8" PVC8" PVC15" RCP
S
15" CPP
T
S

HH
S
8" PVC

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
WVWV
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
" RCPTOP=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
PPGUY
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'
FESINV.=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
240240240
240240245245
245
245
237237
2
3
8
238
238
2
3
9 239239239241241 2412
4
1
2412
4
12422422422422422422
4
2
242
242243243243243243243243243243243
243
243243244244244
244
244244246246
246 246246247247
247
247
U.S. ARMY CORPS OF ENGINEERSSCAT_V-102.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-102.dgn07-JAN-202006:47 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020ELEV.=246.6'
BH-1
ELEV.=243.8'
BH-7N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 3BOL
WM ASPHALTBOL
BOL
030 30 60
SCALE: 1" = 30'
MATCHLINE - SEE SHEET 5
INV.=229.24'
42" RCP
15" RCP15" RCP
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.=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.=232.10' (W)
INV.=231.95' (E)
INV.=229.39' (N)
INV.=229.10' (SW)
8" PVC
8" PVC
24" RCPTOP=233.29'
TOP=243.04'
TOP=240.94'
TOP=240.20'
TOP=241.68'
TOP=242.93'
TOP=243.10'
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
8" PVC36" RCP
36" RCP
36" RCP
S
S
8" PVC8
"
P
VC15" RCP

S
ASPHALTHH
#110749
EL TF
#79228 83351
PPL
TOP=247.09'
TEL HH
#112896
EL TF
FH
PIV
#112899
EL TF
WV
WV
#79177 83347
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONCCONCCONC
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
PINE WOODS
24" RCP
TOP=246.41'
DI
INV.=231.99' (E)
INV.=231.68' (W)
24" RCP
V-102S.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 SURVEY
2
4
5
245
245
2
4
5
245245245245250250
250250
250
250250250
2
4
3
244
244244246246
246
246246246 246246246246246247 2472
4
7
24
7
247247247247247247247247247247247247247247247248
2
4
8
2
4
8 248248248248248248248248248
248248249
249249
249249249
249249
2492512512512512
51
251
252U.S. ARMY CORPS OF ENGINEERSSCAT_V-103.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-103.dgn07-JAN-202006:47 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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.=250.5'
BH-6
ELEV.=247.3'
BH-13
ELEV.=242.8'
BH-12N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 2MATCHLINE - SEE SHEET 4HOT BOX
CHILLERCHILLER
BOX
HOT
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
BOL BOL
BOL
TPED
MATCHLINE - SEE SHEET 6
030 30 60
SCALE: 1" = 30'
ELEV.=250.6
BH-9
RAP
RIP
RAP
RIP
RAP
RIP
18" RCP15" RCP
S
ASPHALTASPHALT
15" RCP
15" RCP
S

W
T
S

W
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79401 83354
PPL
#110751
EL TRANS
EM
EM
WV
WV
PIV
WMV WV
FH
#79291 83353
PPL
WV
WV WV
WV
83353
#79346
PPL
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
BLDG
WD
CONCCONC
CONC
FITNESS AREA
GRAVEL
GAZEBO
TRAINING AREA
95TH COUNTER IED
PINE WOODS
PINE WOODS
PINE WOODS
GRAVEL
INV.=242.44'
FES
INV.=242.98'
TOP=246.51'
INV.=236.96' (E)
INV.=236.96' (W)
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)
15" RCP
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)
V-103S.HAGGARDS.CURRYM.MAYERTOPOGRAPHIC SURVEYJOYNER 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:
245245245
245245245250250250
250250250241241242242242242243243243243243244244244
2442442442462462462462462462462472472
4
7
2472472472482482
4
8
248248248249249249249249
251
251251U.S. ARMY CORPS OF ENGINEERSSCAT_V-104.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-104.dgn07-JAN-202006:47 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 3030 30 60
SCALE: 1" = 30'
MATCHLINE - SEE SHEET 7
TOP=250.25'
TMH
TOP=251.19'
TMH
ELEV.=249.9'
BH-10
#108697
EJB
15" RCP
15" CPP
S
S
18" RCPS
C
PP
1
8
" 15" CPP18" RCP
S
T
T
P RCP18" S
WV
WV
#79454 83356
PPL
DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
RAP
RIP
CONC
24" RCPFES
INV.=241.14'
TOP=247.73'
BOX
JUNCTION
TOP=246.93'
INV.=239.59'
TOP=252.44'
INV.=242.99' (SW)
OFF-SITE
TOP=250.31'
DI15" RCP
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)END NOT FOUNDINV.=237.95' (W)
INV.=240.11' (N)
INV.=238.05' (E)
V-104S.HAGGARDS.CURRYM.MAYERTOPOGRAPHIC SURVEYJOYNER 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:
2352352402402402
4
0
240240240240240240240240240245234
236
236
236236236236237
237237
237237237237
2
3
7
237237237237237238238238238238238238238
238238
2382382382382382392392392392392392
3
9
2
3
9
2392392392392
4
1
2412412412412412412412412412 4 1 2422422422422422422
4
2
242
242243243243243243243
243
244244244244244 U.S. ARMY CORPS OF ENGINEERSSCAT_V-105.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-105.dgn07-JAN-202006:47 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020MATCHLINE - SEE SHEET 6ELEV.=237.1'
BH-14
24" RCP18" RCPN.C. GRIDNAD 83/2011N
030 30 60
SCALE: 1" = 30'
WV FH
FH
WV
15" RCPMATCHLINE - SEE SHEET 2
MATCHLINE - SEE SHEET 8 MATCHLINE - SEE SHEET 9
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=232.30' (N)
INV.=232.70' (E)
INV.=235.53' (N)
INV.=235.38' (S)
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)
RCP
36"
TOP=240.38'
TOP=238.89'
TOP=240.84'
TOP=237.40'
TOP=236.43'
TOP=236.32'
TOP=236.85'
TOP=236.45'
TOP=236.81'
CONC HW
OFF-SITE
OFF-SITE 4" PVC8" PVC6" PVC
OFF-SITE 24" RCPS
24" RCP
8" PVC3 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
15" RCP8" PVC8" PVC8" PVC72" CHLK72" CHLK#110016
EL TF
83217
#79146
PPL
83160
#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
WOODS
WOODS
PP
GUY
PP
V-105S.HAGGARDS.CURRYM.MAYERTOPOGRAPHIC SURVEYJOYNER 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:
240
240
240
240240240240
240240 240240245
245 245245245245245245245245 245245245245245245
245245
245
23823823
9
23
9
239
2392392392
3
9 239239
241
2
4
1
241
241
241241241
241241241241
241
241241241241
241241241241241
241241241241241241241241241242
2
4
2242 242
242242242242242242242
242
242242242242
2422
42 242242
2422422422422
4
3
243
243 243243243243243243243243243
2
4
3243243
243243243243
243243243
244
244
244
244244244244244244244244
2
44244244
244244244244
244244244
244246246246246246246246246246246246246
246
246246 246247247247247 247248U.S. ARMY CORPS OF ENGINEERSSCAT_V-106.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-106.dgn07-JAN-202006:48 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020MATCHLINE - SEE SHEET 9 MATCHLINE - SEE SHEET 10
ELEV.=239.5'
BH-16
ELEV.=244.0'
BH-17
ELEV.=241.5'
BH-15 N.C. GRIDNAD 83/2011N
030 30 60
SCALE: 1" = 30'
TPED
MATCHLINE - SEE SHEET 3
RAP
RIP
RAP
RIP
RAP
RIP
42" RCP
CONC DITCH
CONC DITCH
MATCHLINE - SEE SHEET 7MATCHLINE - SEE SHEET 5ASPHALT
ASPHALTASPHALTASPHALTTFENCE (ABANDONED)PILE
DEBRIS
PILE
DEBRIS
PP
GUY
PINE WOODS
PINE WOODS
PINE WOODS
238.85'
INV.=
238.40'
INV.=
WW
HW
WW
WW
WW
HW
V-106S.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 SURVEY
240240245245
245245245245241241
241241241241241241241241 241241241242242
242242242242242242242242242242 242243
243243243243243 243243243243243243243243243244
244244244244244 2442462462462462462472
4
7
2
4
7
247247247247247247
247
247
247248U.S. ARMY CORPS OF ENGINEERSSCAT_V-107.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-107.dgn07-JAN-202006:48 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N.C. GRIDNAD 83/2011N
030 30 60
SCALE: 1" = 30'
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
BOL
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
83207
#79438
PPL
BOL
247.53'
TOP=
TMH
15" RCPELEV.=246.2
BH-11
MATCHLINE - SEE SHEET 4
MATCHLINE - SEE SHEET 10
18" RCP
CONC DITCH
CONC DITCH
MATCHLINE - SEE SHEET 61 5 " RCP
15" RCP8" PVCT

W
P
T
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83176
#79443
PPL
83136
#79444
PPL
LVL B
DUCT BANK
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
8" PVC
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
WW
HW
WW
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
V-107S.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 SURVEY
225225
225 230230
230230
235235
235
235 235235235235240240240
240
224
226226226
227227
227227
228228
228228
229229
229229
231
231231
231232
232232
232233
233
233233
233
233234234
234234234234234234
236236236
236236236236
237237
237237237 238238238
238
238239239239
239
239241241241
2
4
1 242242243243244244
U.S. ARMY CORPS OF ENGINEERSSCAT_V-108.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-108.dgn07-JAN-202006:48 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 9030 30 60
SCALE: 1" = 30'
ASPHALT
ASPHALT
ASPHALT
WV
#110981
EJB
#113063
EJB
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
GV
BOLBOL
MATCHLINE - SEE SHEET 5
S
S
P
HH
P
RAP
RIP
INV.=230.37'INV.=228.44'
INV.=231.70'
INV.=230.88'
24" RCP
TOP=225.88'
TOP OF PIPE=220.29' (S)
FES
RAP
RIP
CONC HW
6" CPP10" PVC (0D)P
P
8" PVC
BOL (10)GATE
HH
HH
P
P
10" PVC8" PVCPES
PES
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
EJB #112830
INV.=214.81'
WV
WV
WV
TOP=226.99'
EL HH
#79040 83032
PPL
#79092 83030
PPL
EJB #112501
WV WV
WV
FH
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCPTOP=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'
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=224.30'
INV.=217.59' (NW)
DI
24" RCPINV.=217.59' (S)
TOP=224.98'24" RCPINV.=213.87' (N)
(STRUCTURE FULL OF WATER)
V-108S.HAGGARDS.CURRYM.MAYERTOPOGRAPHIC SURVEYJOYNER 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:
240
240
240240245245245245245245245245245245 245245245245245
245
245
237238
238239
239
239241
241
241
241
241241241242
242
242
242
242
242242242242242242243243
2
4
3243
243
243
243
243243243243243244244244244
244
2
4
4
244
244
244
244244244244244
244
244246247
U.S. ARMY CORPS OF ENGINEERSSCAT_V-109.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-109.dgn07-JAN-202006:48 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1 N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 8MATCHLINE - SEE SHEET 10030 30 60
SCALE: 1" = 30'
ASPHALT
ASPHALT
ASPHALT
DRIVE
ROCK
MATCHLINE - SEE SHEET 6MATCHLINE - SEE SHEET 5
8" PVC 8" PVC10" PVC
6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES
PES PES
PES ASPHALTASPHALTMOUNTAIN VIPER DRIVE
FH
WV
FH
WV
TOP=242.24'
INV.=226.98' (N)10" PVC10" PVCOFF-SITE
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
PILE
DEBRIS FENCE (ABANDONED)PINE WOODS
PINE WOODS
PINE WOODS
V-109S.HAGGARDS.CURRYM.MAYERTOPOGRAPHIC SURVEYJOYNER 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:
245245
245245245245245241241241
242242242242243243243243243244244244244244
244
244244244 244244
246246246246246246246246247247247247247
U.S. ARMY CORPS OF ENGINEERSSCAT_V-110.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-110.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N.C. GRIDNAD 83/2011N
MATCHLINE - SEE SHEET 9030 30 60
SCALE: 1" = 30'
MATCHLINE - SEE SHEET 6
ASPHALT
MATCHLINE - SEE SHEET 7
RCP
18"
HH
P 15" RCPP 6" PVC6" PVC8" PVC8" PV
C
CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
83096
#79445
PPL
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
UKN
CONC PAD
EJB ON
PAD
CONC
EJB ON
UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
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
V-110S.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 SURVEY
U.S. ARMY CORPS OF ENGINEERSSCAT_C-001.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_C-001.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020C-001S.CURRYM.MAYERS.HAGGARD12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
SHALL BE NOTED IN THE APPROVED TRAFFIC CONTROL PLAN.
PAVEMENT MARKERS AND SIGNING TO ACCOMPLISH THE WORK. THESE TASKS
INSTALL TEMPORARY TRAFFIC SIGNALS, PAVEMENT MARKINGS, RAISED
STANDARDS WHERE APPLICABLE. THE CONTRACTOR MAY BE REQUIRED TO
PAVEMENT MARKINGS IN COMPLIANCE WITH NCDOT CURRENT EQUIPMENT AND
REPLACE TRAFFIC SIGNALS AND COMPONENT EQUIPMENT, TRAFFIC SIGNS AND
THE CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE, MODIFY, REPAIR, OR
TO BEGINNING WORK THAT AFFECTS PERMANENT TRAFFIC CONTROL DEVICES.
THE FORT BRAGG DIRECTORATE OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR
WETLAND, STREAMS, ENDANGERED SPECIES, AND HISTORICAL SITES.
NOT LIMITED TO, THOSE RELATED TO SEDIMENT CONTROL, STORM WATER,
FEDERAL, STATE, AND FORT BRAGG ENVIRONMENTAL PERMITS, INCLUDING BUT
BRAGG ENVIRONMENTAL REGULATIONS AND SHALL OBTAIN ALL NECESSARY
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT
WORK.
COMPETENT PERSON ON SITE TO SUPERVISE ALL PHASES OF THIS TYPE OF
CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND PROVIDE A
EQUIPMENT OBSTRUCTION WITHIN THE CLEAR RECOVERY AREA. THE
TRAFFIC AREAS AND SHALL BE PROPERLY BARRICADED TO PREVENT
NON-WORKING HOURS. EQUIPMENT SHALL BE PARKED AWAY FROM ACTIVE
ROADWAY, PARKING LOTS OR AREAS WITH ACTIVE TRAFFIC DURING
NO MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF THE
AND PATCHING POLICIES AND TECHNIQUES.
THE WORK SHALL ALSO COMPLY WITH NCDOT STANDARD ROADWAY REPAIR
SURFACE COURSE TYPE SF9.5A IN 2-INCH LIFTS IF APPLICABLE, THE SAME DAY.
WITH APPLICABLE BASE, FULL DEPTH PATCHING WITH ASPHALT CONCRETE
OPEN CUTS ON ASPHALT ROADWAYS WILL REQUIRE FULL DEPTH PATCHING
APPROVED BY THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEER.
DATE TO THIS WORK. ANY DEVIATION FOR THIS SCHEDULE SHALL BE
CIVIL AND OR TRAFFIC ENGINEER AT THE START AND PROJECTED COMPLETION
THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE FORT BRAGG
APPROVAL DATE IF NO ACTION IS TAKEN TO INITIATE THE WORK.
BE CONSIDERED NULL AND VOID AFTER SIXTY CALENDAR DAYS OF THE PLAN
PLAN BY DPW BUT NOT SUBMITTED FOR AN APPROVED WORK START DATE MAY
GRANTED FOR EMERGENCY SITUATIONS. AN APPROVED TRAFFIC CONTROL
INTER-AGENCY APPROVALS. EXCEPTIONS TO THE SCHEDULE MAY BE
DAY (WORKING DAYS) NOTICE TO BEGIN WORK FOR SECURITY AND
THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEERS AT DPW REQUIRE A TEN
CONDITIONS BY THE FORT BRAGG - DPW CIVIL AND OR TRAFFIC ENGINEER.
CONTROL PLAN CAN BE MADE BASED ON EMERGENCY, SAFETY AND ROADWAY
CAROLINA. A DEVIATION FROM THIS DIRECTIVE, REQUIRING A SEALED TRAFFIC
BY A PROFESSIONAL TRAFFIC ENGINEER LICENSED IN THE STATE OF NORTH
INCORPORATE THE APPLICABLE MUTCD AND NCDOT STANDARDS AND SEALED
AREA MAY REQUIRE A TRAFFIC CONTROL PLAN. THE PLAN SHALL
WORK ON ANY ROADWAY, PARKING LOT OR EXPOSED TRAFFIC MOVEMENT
THE PERFORMANCE OF THE WORK COVERED BY THE CONTRACT.
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
TO PROTECT THE LIFE AND HEALTH OF EMPLOYEES ON THE JOB AND THE
ACTIONS, ON HIS OWN RESPONSIBILITY THAT ARE REASONABLY NECESSARY
DEVICES, AND PROTECTIVE EQUIPMENT, AND SHALL TAKE ANY OTHER NEEDED
HEALTH, AND SANITATION, AND SHALL PROVIDE ALL SAFEGUARDS, SAFETY
AND LOCAL LAWS, ORDINANCES, AND REGULATIONS GOVERNING SAFETY,
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,
(MUTCD).UNIFORM TRAFFIC CONTROL DEVICES
MANUAL OF OR JACKET WHICH MEETS THE COLOR REQUIREMENTS OF THE
PROXIMITY TO TRAFFIC SHALL WEAR AN APPROVED SAFETY VEST, OR SHIRT
ALL PERSONNEL WHEN WORKING IN TRAFFIC AREAS OR AREAS IN CLOSE
SAFETY VESTS AND STOP/SLOW PADDLES.
PROPER SAFETY DEVICES AND EQUIPMENT, INCLUDING, BUT NOT LIMITED TO,
ADEQUATELY TRAINED IN FLAGGING PROCEDURES, AND FURNISHED WITH
ADDITIONAL FLAGGERS. FLAGGERS SHALL BE COMPETENT PERSONNEL,
INCLUDING, BUT NOT LIMITED TO, TWO-WAY RADIOS, PILOT VEHICLES, OR
CONTRACTOR SHALL PROVIDE ADDITIONAL MEANS OF CONTROLLING TRAFFIC,
THE WORK ZONE. IN SITUATIONS WHERE SIGHT DISTANCE IS LIMITED, THE
TRAFFIC SHALL BE CONTROLLED BY FLAGGERS STATIONED AT EACH END OF
TRAFFIC MOVEMENTS THROUGH LANE CLOSURES ON ROADS WITH TWO-WAY
AND WHICH WILL NOT IMPEDE MOTORISTS.
THE PROJECT IN A MANNER THAT WILL BE SAFE TO THE TRAVELING PUBLIC
DURING PERIODS OF INACTIVITY. THE CONTRACTOR IS REQUIRED TO LEAVE
OPERATION. SIGNS FOR TEMPORARY OPERATIONS SHALL BE REMOVED
SHALL BE FUNCTIONAL AND IN PLACE PRIOR TO THE COMMENCEMENT OF THAT
CONTROL AND TRAFFIC CONTROL DEVICES REQUIRED FOR ANY OPERATION
AND TRAFFIC CONTROL DEVICES DURING ALL OPERATIONS. ALL TRAFFIC
THE CONTRACTOR SHALL UTILIZE COMPLETE AND PROPER TRAFFIC CONTROLS
(MUTCD). UNIFORM TRAFFIC CONTROL DEVICES
MANUAL OF , AND THE CURRENT EDITION OF THE ROADS AND STRUCTURES
NCDOT STANDARD SPECIFICATIONS FOR DRAWINGS, THE CURRENT EDITION OF
PROVISIONS, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
ACCORDANCE WITH THESE PROJECT GUIDELINES, THE PROJECT SPECIAL
PROVIDE, INSTALL, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES IN
THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION AND
NORTH CAROLINA)
NCDOT LICENSED OR CERTIFIED CONTRACTOR (BONDED IN THE STATE OF
ALL WORK PERFORMED UNDER THIS POLICY SHALL BE CONTRACTED TO AN
BE OF THE TRAFFIC BEARING TYPE APPROVED BY NCDOT.
COVERS, VALVE COVERS AND STORM DRAINAGE GRATES AND FRAMES SHALL
SHALL BE THE TYPE PRE-APPROVED BY NCDOT. MANHOLE RINGS AND
PRE-CAST CONCRETE MANHOLES, CATCH BASINS, OR DRAINAGE STRUCTURES
INACTIVITY, INCLUDING, BUT NOT LIMITED TO, NIGHT AND WEEKEND HOURS.
SLOPE AND DESIGNATED BY APPROPRIATE DELINEATION DURING PERIODS OF
HAVING MORE THAN A 2-INCH DROP SHALL BE SHAPED UP AT A 6:1 OR FLATTER
EXCAVATED AREA ADJACENT TO PAVEMENT OR ACTIVE TRAFFIC AREAS
EDITION.
WITH THE NCDOT STANDARD DRAWINGS AND SPECIFICATIONS, CURRENT
BECAUSE OF HIS WORK. ALL PIPE REPAIR WORK SHALL BE IN COMPLIANCE
RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THESE UTILITIES
ACCESSIBILITY TO THE EXISTING UTILITIES. THE CONTRACTOR SHALL BE
DAMAGE OR INTERRUPTIONS TO EXISTING FACILITIES AND TO MAINTAIN
UTILITY OWNERS AND PROVIDING PROTECTION AND SAFEGUARDS TO PREVENT
SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OTHER
ALSO INCLUDE THE LOCATION OF THE WATER, SEWER, AND DRAINAGE
LOCATION OF THE OTHER UTILITIES WITHIN THE WORK ZONE AREA. THIS SHALL
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
16.
15.

14.
13.
FORT BRAGG TRAFFIC CONTROL AND WORKZONE SAFETY POLICY
SAFETY POLICYFORT BRAGG TRAFFIC CONTROL AND WORKZONE
U.S. ARMY CORPS OF ENGINEERSSCAT_C-002.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_C-002.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020DEMOLITION AND REMOVAL NOTES:LAYOUT NOTES:
GRADING AND STORM DRAINAGE NOTES:
EROSION CONTROL NOTES:
UTILITY NOTES:
CONTRACTOR STAGING AREA:
1.
SEE CG801 AND CG802 FOR STANDARD EROSION AND SEDIMENT CONTROL NOTES.1.
SURVEY NOTES:
2.
1.
UXO NOTES
INSTALLATION DESIGN GUIDELINES
FORT BRAGG DPW TRAFFIC ENGINEERING
4.
3.
2.
1.
PAVEMENT MARKING UNLESS OTHERWISE NOTED OR SHOWN.
DIMENSIONS ARE FROM BACK OF CURB OR CENTER OF
COORDINATES AND STATIONING ARE IN ENGLISH UNITS.
2.

1.
DURING THE DESTRUCTION/ REMOVAL PROCESSES.
EXPLOSIVE HAZARD ARE DISCOVERED, AWAY FROM UXO REMOVAL AREAS
PERSONNEL AND WORK EFFORT, IN THE EVENT THAT ITEMS POSSESSING AN
CONSTRUCTION CONTRACTOR SHOULD MAINTAIN FLEXIBILITY IN REDIRECTING
CONTRACTOR AND THE GOVERNMENT'S UXO CONTRACTOR. THE
MAXIMUM COORDINATION WILL BE REQUIRED BETWEEN THE CONSTRUCTION
CONSTRUCTION SUPPORT PERSONNEL.
DISTANCE FROM THE ITEM AS SPECIFIED BY THE GOVERNMENT'S UXO
CONTRACTOR PERSONNEL WILL BE REQUIRED TO MAINTAIN A SAFE
OR DESTROY THE ITEM, DURING WHICH TIME CONSTRUCTION
GOVERNMENT UXO CONSTRUCTION SUPPORT PERSONNEL WILL REMOVE
DISCOVERY BE CONFIRMED TO CONTAIN AN EXPLOSIVE HAZARD,
CONTRACTING OFFICER TO INVESTIGATE THE ITEM. SHOULD A SUSPECT
GOVERNMENT'S UXO CONSTRUCTION SUPPORT PERSONNEL AND THE
VICINITY OF THE DISCOVERY AND IMMEDIATELY CONTACT THE
CONTRACTOR PERSONNEL SHOULD STOP WORK IN THE IMMEDIATE
DISCOVERED DURING CONSTRUCTION ACTIVITIES, CONSTRUCTION
IN THE EVENT THAT AN OBJECT RESEMBLING MILITARY MUNITIONS IS
STAGING AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.

1.
1.
STORAGE AND PLACEMENT NOTES:
AGAINST DAMAGE OR INJURY CAUSED BY SUCH MATERIALS.
PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR HANDLING SUCH MATERIALS
LAWS, ORDINANCES, RULES AND REGULATIONS ARE COMPLIED WITH. ALL NECESSARY
ABOUT THE BUILDING UNLESS AUTHORIZED BY THE GOVERNMENT, AND ALL APPLICABLE
NO FLAMMABLE, TOXIC, OR OTHERWISE HAZARDOUS MATERIALS MAY BE BROUGHT IN OR
ACTIVITIES NOTES:
SCHEDULE OF SELECTIVE DEMOLITION
1.
REPORT TO GOVERNMENT.
MEASURE THE NATURE AND EXTENT OF THE CONFLICT. PROMPTLY SUBMIT A WRITTEN
CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND
F) WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT
TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.
E) SURVEY EXISTING CONDITIONS AND CORRELATE WITH THE REQUIREMENTS INDICATED
D) VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED.
OPERATIONS.
C) MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION
AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.
B) UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE
A) STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.
OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB:
SO GOVERNMENT'S OPERATIONS WILL NOT BE DISRUPTED. IF MATERIAL SUSPECTED
ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION
OF EGRESS. GOVERNMENT WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY
OF UTILITY SERVICES AND LOCATIONS OF TEMPORARY PARTITIONS AND MEANS
WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY, INTERRUPTION
INDICATE DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL
5.
4.
3.
2.
1.
ES PLATES FOR POWER AND COMMUNICATION RUNS.
TO PRIMARY SIDE OF THE BUILDING TRANSFORMER (POINT OF DEMARCATION). SEE
CONSTRUCTION OF EXTERIOR ELECTRICAL LINES FROM FORT BRAGG SUBSTATIONS
BY SANDHILLS UTILITIES (SUS).SUS IS RESPONSIBLE FOR DEMOLITION, DESIGN, AND
ALL OVERHEAD ELECTRICAL LINES AND EQUIPMENT ARE OWNED AND OPERATED
CONSTRUCTION.
THE LIMITS OF CONSTRUCTION PRIOR TO THE START OF ANY DESIGN AND/OR
THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL UTILITIES WITHIN
SEWER SERVICE LINES IS 10 FEET OUTSIDE THE BUILDING FOUNDATION.
THROUGH A SEPARATE CONTRACT. THE DEMARCATION LIMITS FOR SANITARY
POINT OF DEMARCATION TO SANITARY SEWER MAIN LINE CONNECTION
RESPONSIBLE FOR CONSTRUCTION OF LINE UPSTREAM FROM
DEMARCATION BY AMERICAN STATES UTILITY SERVICES (ASUS). ASUS IS
SANITARY SEWER TO BE PROVIDED TO THE BUILDINGS FROM A POINT OF
CONNECTIONS.
REFER TO CU SERIES SHEETS FOR LOCATION OF FIRE WATER BUILDING
SERVICE LINES IS 5 FEET OUTSIDE THE BUILDING FOUNDATION.
THROUGH A SEPARATE CONTRACT. THE DEMARCATION LIMITS FOR WATER
POINT OF DEMARCATION TO WATER SERVICE MAIN LINE CONNECTION
ASUS IS RESPONSIBLE FOR CONSTRUCTION OF LINE UPSTREAM FROM
FROM A POINT OF DEMARCATION BY AMERICAN STATES UTILITY SERVICES (ASUS).
FIRE WATER AND POTABLE WATER TO BE PROVIDED TO THE BUILDINGS

AND REGULATED MANNER AT NO EXPENSE TO THE GOVERMENT.
ALL DEMOLITION DEBRIS SHALL BE TAKEN OFF BASE AND DISPOSED OF IN A LEGAL
CONTRACTORS CLEARING AND GRUBBING.
MERCHANTABLE TIMBER SHALL BE HARVESTED BY FORT BRAGG DPW PRIOR TO
MORE INFORMATION.
ELIMINATED TO THE MAXIMUM EXTENT POSSIBLE. REFER TO CG701 THRU CG811 FOR
OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, SEDIMENT AND DUST SHALL BE MINIMIZED OR
SCREENING MATERIAL.
THE CONSTRUCTION SITE. ALL TEMPORARY CHAIN LINK FENCING SHALL INCLUDE
THE CONTRACTOR SHALL INSTALL TEMPORARY CHAIN LINK FENCING 6 FT HIGH AROUND
REMOVED SHALL BE CAPPED ON THE ACTIVE SIDE.
NO UTILITY LINES SHALL BE ABANDONED IN PLACE. ALL LINES THAT ARE PARTIALLY
CONTROL MEASURES. REFER TO CG701 THRU CG811 FOR DETAILS.
OFFICER. ALL STOCKPILE AREAS SHALL BE PROTECTED WITH PROPER EROSION
INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING
TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

BE ADJUSTED WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
THE LIMITS OF CONSTRUCTION AS SHOWN ON THE CONTRACT PLANS SHALL NOT
FROM DPW.
SHOWN FOR REMOVAL ON THE PLANS, WITHOUT PRIOR WRITTEN PERMISSION
LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT), OTHER THAN THOSE
CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL NOT REMOVE ANY TREES
TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED BY
REMOVED WHEN CONSTRUCTION IS COMPLETED. REFER TO DETAIL 2, SHEET CG810.
TREE PROTECTION SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS AND
SEQUENCE ON CG802.
ANY LAND DISTURBING ACTIVITIES OR DEMOLITION. REFER TO EROSION CONTROL
EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING
4 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED.
TO CG701 THRU CG811 FOR DETAILS. TOPSOIL SHALL BE SPREAD AND COMPACTED
AREAS SHALL BE PROTECTED WITH PROPER EROSION CONTROL MEASURES. REFER
TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. ALL STOCKPILE
FLUORESCENT ORANGE SHEETING IN ACCORDANCE WITH NCDOT .
ALL TRAFFIC CONTROL SIGNS SHALL BE TYPE VII, VIII, OR IX "HIGH INTENSITY"
THE DESIGN.
BRAGG INSTALLATION CIVIL ENGINEER SHALL HAVE THE FINAL APPROVAL OF
ENGINEER IN THE STATE OF NORTH CAROLINA AT THE DISCRETION OF THE FORT
CONTROL PLAN SIGNED AND SEALED BY A LICENSED PROFESSIONAL TRAFFIC
APPLICABLE, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A TRAFFIC
NCDOT CONTRACTOR (BONDED IN THE STATE OF NORTH CAROLINA). IF
LIST). ALL WORK SHALL BE CONTRACTED TO A LICENSED OR CERTIFIED
ALL MATERIAL MUST BE ON THE NCDOT APPROVED QPL (QUALIFIED PRODUCTS
MUTCD AND CURRENT NCDOT STANDARDS DRAWINGS AND SPECIFICATIONS.
ALL ROADWAY SIGNING USED ON FORT BRAGG SHALL BE IN COMPLIANCE WITH
APPROVED ON THE NCDOT QPL.
MARKERS SHALL BE “SNOW PLOWABLE”PAVEMENT MARKERS OF A TYPE
PLACEMENT AND REPLACEMENT OF PAVEMENT MARKINGS. PAVEMENT
THE CONTRACTOR SHALL COMPLY WITH THE NCDOT TIME LIMITIATIONS FOR
TO DO THIS TYPE WORK.
CONTRACTOR ASSIGNED THIS TYPE WORK SHALL BE CERTIFIED BY NCDOT
THE APPROVED QPL (QUALIFIED PRODUCTS LIST). A PAVEMENT MARKING
SHALL BE USED ON CONCRETE SURFACES PER NCDOT SPECIFICATION AND ON
QUALIFIED PRODUCT LIST (QPL) FOR ASPHALT SURFACES. POLYUREA MATERIAL
WITH NCDOT STANDARD SPECIFICATIONS AND ON THE NCDOT APPROVED
MATERIAL) OR HEATED IN PLACE THERMO PLASTIC MATERIAL IN COMPLIANCE
PAVEMENT MARKINGS SHALL BE HIGH INTENSITY THERMO PLASTIC (EXTRUDED
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.

1.
1. REFER TO SHEET V-101 FOR SURVEY NOTES.
ELEVATIONS SHOWN ON CURBS ARE SHOWN AT BOTTOM OF CURB UNLESS OTHERWISE NOTED.
REFER TO SPECIFICATION SECTION 31 00 00 EARTHWORK FOR ADDITIONAL INFORMATION.
DISCRETION OFTHE CONTRACTING OFFICER
ALSO, THE MATERIAL MAY BE STOCKPILED IN AN AREA DESIGNATED ONSITE AT THE
OR BACKFILLING SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR.
SURPLUS MATERIAL OR OTHER SOIL MATERIAL NOT REQUIRED OR SUITABLE FOR FILLING
SEE CG SHEETS FOR STORM DRAINAGE PROFILES AND DETAILS.
DRIP LINE OF THE TREES TO REMAIN.
TREES TO REMAIN. NO FILL FROM THE EXCAVATIONS SHALL BE STOCKPILED WITHIN THE
TRENCH BOXES SHALL BE USED TO INSTALL STORM DRAINAGE LINES AROUND EXISTING

UTILITIES OF OTHER DISCIPLINES.
SHALL BE CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED
TO BE INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES
THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES

OF SLOPE 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.
SEE LANDSCAPING SHEETS (LP) AND GRASSING SPECIFICATION FOR PERMANENT GRASSING

UNLESS NOTED OTHERWISE ON THE DRAWINGS.
ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
WATER.
DRAINAGE PATTERNS, SURFACE WATER RUNOFF, AND THE APPLICATION OF IRRIGATION
GROUNDWATER LEVELS CAN FLUCTUATE DEPENDING ON VARIATIONS IN PRECIPITATION,
OBSERVED DURING DRILLING. HOWEVER, BOTH "PERCHED WATER" AND TRUE
C. REFER TO LOGS OF SOIL BORINGS IN THE CONTRACT DRAWINGS FOR WATER LEVELS
SPECIFICATIONS.
PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THE
WHICHEVER MEASURES NECESSARY SO THAT ALL REQUIRED WORK IS
TRENCHES, AND PUMPING FROM FILTERED SUMPS. THE CONTRACTOR SHALL PERFORM
CONSTRUCTION CAN BE ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES,
B. IT IS ANTICIPATED THAT SATISFACTORY DEWATERING TO PERMIT THE REQUIRED
TO MANY FEET BELOW THE "PERCHED WATER" LEVEL.
THE MORE PERMEABLE SOIL ABOVE IT. THE TRUE GROUND WATER LEVEL CAN BE SEVERAL
BY AN IMPERMEABLE SOIL LAYER, SUCH AS CLAYEY SAND, CLAY OR SILT, AND SATURATES
A. A "PERCHED WATER" CONDITION OCCURS WHEN WATER SEEPING DOWNWARD IS BLOCKED
EXCAVATIONS REQUIRED FOR THIS PROJECT. SEE BORING LOCATION PLAN AND LOGS.
THE CONTRACTOR MAY ENCOUNTER "PERCHED WATER" CONDITIONS IN SOME
ON THESE SHEETS.
RAISED OR LOWERED TO MATCH THE NEW FINISHED GRADES UNLESS NOTED OTHERWISE
ALL EXISTING MANHOLES SHOWN ON CG SHEETS, ES SHEETS, AND V- SHEETS SHALL BE
SEE ARCHITECTURAL SHEETS FOR LOCATION OF DOWNSPOUTS AND/OR ROOF DRAINS.
OTHERWISE ON THE CG SHEETS.
ROOF DRAINS WILL DISCHARGE TO UNDERGROUND PIPING SYSTEM, UNLESS SHOWN

SHALL HAVE AN OVERLAP OF 18 INCHES.
WITH FILTER FABRIC. FILTER FABRIC SHALL EXTEND 1 FOOT PAST THE JOINT. FILTER FABRIC
ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR JOINTS WRAPPED
EARTHWORK FOR ADDITIONAL REQUIREMENTS.
PARAGRAPHS ON DRAINAGE AND DEWATERING OF SPECIFICATION SECTION 31 00 00
ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE
WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY
SURFACE WATER, GROUNDWATER, AND/OR ANY PERCHED WATER CONDITION
FIRM UNTIL THE FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY
ACCOMPLISHED IN THE DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND
SHALL PROVIDE DEWATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE
EFFECTIVELY DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR
SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND
ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY
C-002CIVIL GENERAL NOTESS.CURRYM.MAYERS.HAGGARD
180
170 U.S. ARMY CORPS OF ENGINEERSSCAT_C-003.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_C-003.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020

INDEX CONTOUR
INDEX CONTOUR
180
170

INDEX CONTOUR
INDEX CONTOUR
DITCH CENTERLINE
INDUSTRIAL WASTE
OVERHEAD PRIMARY
FENCE
PROPERTY LINE
EASEMENT
TREE LINE
CULVERT PIPE
STORM DRAIN
SANITARY SEWER
FIRE WATER
WATER
GAS
LP GAS
OVERHEAD COMMUNICATIONS
UNDERGROUND PRIMARY
OVERHEAD SECONDARY
UNDERGROUND SECONDARY
NON-POTABLE WATER
CONSTRUCTION LIMTS
SILT FENCE
COMMUNICATIONS
ELECTRICAL AND
PROPOSED SITE
REFER TO ES001 FOR
MARSH, SWAMP OR WETLANDS
CONTOURS
CONTOURS
INTERMEDIATE
UNDERGROUND COMMUNICATIONS
EXISTINGPROPOSED
TT
GP
CB
MH
CO
MH
CO
BENCH MARK
CONTROL POINT
MANHOLE
CLEAN-OUT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
VALVE
CATCH BASIN
POWER POLE
LIGHT POLE
POLE MOUNTED LIGHT
TRANSFORMER PAD
GUY
TELEPHONE PEDESTAL
BORING
SOUNDING
SINGLE POST SIGN
STREET SIGN
STEEL GUARD POST
P/P
SANITARY SEWER MANHOLE
CONIFEROUS TREE
DECIDUOUS TREE
STORM SEWER MANHOLE
SSMH-1
SDMH-1
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
DETAIL NAME
DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH
DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH
REVISION NOTE INDICATOR1
SHEET NOTE1
MISCELLANEOUS SYMBOLS
X
DETAIL

1
CG501

CIVIL ABBREVIATIONS
DEMOLITION - CD SERIES
LAYOUT - CS SERIES
GRADE AND DRAIN - CG SERIES
SEDIMENT AND EROSION CG700 SERIES
UTILITY - CU SERIES

1
CG501

EXISTINGPROPOSED
DRAWING ORDER
CIVIL
CIVIL LEGEND
RAILROAD
C-003S.HAGGARDM.MAYERNOT TO SCALE
GRATED INLET
GI
CB
GI
P/P
GP
DETAIL CROSS REFERENCE S.CURRYCIVIL LEGEND AND ABBREVIATIONS
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)
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
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" RCPDRIVE
ROCK
ELEV.=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
ASPHALT15" 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.=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" PVC231
23123
1
231232
232
2
32
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
62364" PVC
P 8" PVC6" PVC
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723723724" RCPS
24" RCP
8" PVC238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
23823823823823842" RCP
8" PVC 8" PVC10" PVC
8" PVC 36" RCPS
GATE
72" CHLK GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
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
15" RCPHHHH 8" PVC8" PVCRCP
18"
8"
P
VC241
241 2412
41
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
241 241241241241P
P 8" PVCCONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
24210" PVC18" RCP15" RCP
S15" RCP
8" PVC8" PVC243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
ASPHALTHH
P244244244
244
24
4244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
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
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
2462462468" PVC8" PVC15" RCP
S
15" CPP
T
2472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
248248248248248T
249
249249
249249249
249 249249249249249
24924918" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
251251251251251251 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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
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=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 U.S. ARMY CORPS OF ENGINEERSSCAT_CD101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CD101.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N 481,937.071
E 1,988,932.943
N 481,792.108
E 1,988,929.322
CD101S.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.
GENERAL NOTES
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'OVERALL DEMOLITION PLANLEGEND
LIMITS OF CONSTRUCTION
FENCE OR UTILITY REMOVAL
AREA TO BE CLEARED AND GRUBBED
ASPHALT PAVEMENT REMOVAL
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND 1.
CD110 CD111
CD112 CD113
ELEV.=246.5'
BH-3
ELEV.=245.5'
BH-2
ELEV.=247.6'
BH-8
ELEV.=246.6'
BH-1
ELEV.=237.1'
BH-14
ELEV.=243.8'
BH-7
ELEV.=242.8'
BH-12
24" RCPCHILLER BOX
HOT
BOL
FH
WV
WM ASPHALTBOLBOL
BOL
BOL BOL
ELEV.=246.99'
E=1989952.37
N=482931.24
#10011 RB&C
ELEV.=245.56'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10013 TBM
ELEV.=246.92'
E=1989483.91
N=482923.12
RB&C
#10012
CONC
CONC
INV.=229.24'
42" RCP
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=229.39' (N)
INV.=229.10' (SW)
RCP
36" 24" RCPTOP=240.38'
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=243.10'
CONC HW
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP
2352354" PVC24"
RCPS
24" RCP
36" RCPS
72" CHLK72" CHLK240240240240240240
2402402
4
0
240
240240S
8" PVC8" PVC8
"
P
VCS
15" RCP

S
ASPHALT245245
245
245
2
4
5
245
245
2
4
5
HH

W
#110749
EL TF
#79228 83351
PPL
EM
TOP=247.09'
TEL HH
#112896
EL TF
WV
WV
PIV
WMV WV
FHFH
PIV
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONC
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
PINE WOODS
PINE WOODS
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
CONC
(102")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM
COMMT
S
EL*607A
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
UG COMM
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMMCOMMT
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
U.S. ARMY CORPS OF ENGINEERSSCAT_CD110.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_CD110.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N 482,949.399
E 1,989,396.008
N 482,598.258
E 1,989,392.666
N 482,481.573
E 1,989,463.318
N 482,524.627
E 1,989,449.412
N 482,596.652
E 1,989,449.433
N 482,952.193
E 1,989,568.559
N 482,950.074
E 1,989,492.540
N 482,952.491
E 1,989,492.540
N 482,924.069
E 1,989,770.125
N 482,924.069
E 1,989,886.180
N 482,951.634
E 1,989,770.125
N 482,951.751
E 1,989,886.180 CD110 CD111
CD112 CD113
N
KEY MAP
CD110S.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.
SHEET NOTES
1
2
3
4
GENERAL NOTES
2.
1.
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
ENLARGED DEMOLITION PLAN 190'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
LEGEND
LIMITS OF CONSTRUCTION
FENCE OR UTILITY REMOVAL
AREA TO BE CLEARED AND GRUBBED
ASPHALT PAVEMENT REMOVAL
1
1
1 1
11
1
2
2
2
2
2
2
3 3
4
5
5
3
AND FOUNDATIONS TO BE REMOVED.
EXISTING CHAINLINK FENCE, INCLUDING POST
EXISTING CONCRETE HEADWALL TO BE REMOVED.
EXISTING STORM MANHOLE TO BE REMOVED.
EXISTING STORM DRAIN PIPING TO BE REMOVED.
EXISTING ASPHALT PAVEMENT TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.
6
6
ELEV.=246.5'
BH-3
ELEV.=247.4'
BH-4
ELEV.=247.6'
BH-5
ELEV.=250.5'
BH-6
ELEV.=247.3'
BH-13
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
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.=250.27'
E=1990417.36
N=482890.16
#10008 RB&C
BOL
TOP=251.19'
TMH
83207
#79438
PPL
ELEV.=249.9'
BH-10
ELEV.=246.2
BH-11
TPED
ELEV.=250.6
BH-9
#108697
EJB
RAP
RIP
RAP
RIP
RAP
RIP
18" RCP
240 240CONC DITCH
CONC DITCH
CONC DITCH18" RCP15" RCP
1 5 " RCP245245
245
245 245245245245245245245
245245 245245245
245245245245245245245ASPHALTASPHALTASPHALT15" RCP
15" RCP
S
15" CPP
T
S
18" RCPC
PP
1
8
" 15" CPPS
T
18" RCP
S250250
250250
250 250250250
250250250250250250
T

W
T
PWV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
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
CONCCONCCONC
GRAVEL
GAZEBO
TRAINING AREA
95TH COUNTER IED
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
GRAVEL
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES 24" RCPWW
HW
WW
FES
INV.=241.14'
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
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)
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
CONC
(102")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM
COMMT
S
EL*607A
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
UG COMM
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMMCOMMT
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
U.S. ARMY CORPS OF ENGINEERSSCAT_CD111.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_CD111.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N 482,917.548
E 1,990,324.346
N 482,917.548
E 1,990,262.112
N 482,951.751
E 1,990,262.112
N 482,951.920
E 1,990,324.346
N 482,951.531
E 1,990,475.338
CD110 CD111
CD112 CD113
N
KEY MAP
CD111S.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.
SHEET NOTES
1
2
3
4
GENERAL NOTES
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"ENLARGED DEMOLITION PLAN 25
6
7
8
1
1
1
1
1
1
1
9
2
2
2
2
2
2
6
6
3 333
4
6
5
5
5
7 7
8
9
LEGEND
LIMITS OF CONSTRUCTION
FENCE OR UTILITY REMOVAL
AREA TO BE CLEARED AND GRUBBED
ASPHALT PAVEMENT REMOVAL
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND 1.
3
4
EXISTING GAZEBO TO BE REMOVED BY OTHERS.
REFER TO ELECTRICAL SITE DRAWINGS.
EXISTING TELEPHONE PEDESTAL TO BE REMOVED.
EXISTING RIP RAP TO BE REMOVED.
EXISTING GRAVEL SURFACE TO BE REMOVED.
EXISTING CONCRETE DITCH TO BE REMOVED.
EXISTING STORM END SECTION TO BE REMOVED.
EXISTING STORM DRAIN PIPING TO BE REMOVED.
EXISTING ASPHALT PAVEMENT TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.
7
4
ELEV.=239.5'
BH-16
ELEV.=244.6'
BH-224" RCP18" RCPASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
ELEV.=241.22'
E=1989494.98
N=482343.47
#10014 RB&C
ELEV.=2243.15'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10016 TBM
CONC
CONC
15" 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" CPP235235
235
235 235P 8" PVC6" PVC
OFF-SITE
8" PVC8" PVC10" PVC
8" PVC
GATE
72" CHLK
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
239.87
240
240240
240240240240240240240240240240240240
240
240
240
24024015" RCPHH
HH
P
P 8" PVC10" PVC8" PVC8" PVC6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#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)
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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)
PILE
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PP
GUY
PP
PP
GUYPINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
CONC
(102")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM
COMMT
S
EL*607A
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
UG COMM
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMMCOMMT
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
U.S. ARMY CORPS OF ENGINEERSSCAT_CD112.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_CD112.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N 481,887.780
E 1,989,452.918
N 481,922.810
E 1,989,427.422
N 482,038.110
E 1,989,465.388
N 481,990.446
E 1,989,462.704
N 481,789.827
E 1,989,357.630
N 481,914.913
E 1,989,359.571
CD110 CD111
CD112 CD113
N
KEY MAP
CD112S.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.
SHEET NOTES
1
2
3
4
5
GENERAL NOTES
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"ENLARGED DEMOLITION PLAN 33
3
3
1
1
1
1
1 1
1
1
1 1
2
2
4
4
4
LEGEND
LIMITS OF CONSTRUCTION
FENCE OR UTILITY REMOVAL
AREA TO BE CLEARED AND GRUBBED
ASPHALT PAVEMENT REMOVAL
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND 1.
5
EXISTING 15" RCP STORM PIPE TO BE REMOVED.
AND FOUNDATIONS TO BE REMOVED.
EXISTING CHAINLINK FENCE, INCLUDING POST
TO ELECTRICAL SITE DRAWINGS.
EXISTING UTILITY POLE TO BE REMOVED. REFER
EXISTING DEBRIS PILE TO BE REMOVED.
EXISTING GRAVEL SURFACE TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.
6
6
ELEV.=244.8'
BH-1
ELEV.=244.0'
BH-17
ELEV.=241.5'
BH-15
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
ELEV.=243.13'
E=1990414.97
N=482315.01
#10006 RB&C
ELEV.=249.01'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
BOL
247.53'
TOP=
TMH
15" RCPDRIVE
ROCK
TPED
ASPHALT
RAP
RIP
RAP
RIP
RAP
RIP
42" RCP
8" PVC
239
239239239
240
240240240
240240240RCP
18"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241CONC DITCH
242 242
242242242242242242242242242242
24224224224224224224224224
2 242242
242242242242242242242242242243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243HH
P244244244244244244244244
244
244244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 24424415" RCP1 5 " RCP
15" RCPP 6" PVC6" PVC245245245245245245
245245245245245245245245245245245245245 245245245245245245245245 245245245
ASPHALT
ASPHALTASPHALTASPHALTASPHALTT
246246246246246246246246246246246246246246246246246
2468" PVC8" PVC247247247
2
4
7
247247247247247 247247
247
247
247247 8" PV
CW
P
T
248CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
FH
WVFENCE (ABANDONED)FENCE (ABANDONED)PILE
DEBRIS
PINE WOODS
PINE WOODS
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
INV.=246.58'
238.85'
INV.=
238.40'
INV.=
WW
HW
WW
WW
WW
HW
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)
243.93'
INV.=
UKN
UKN
UKN
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
CONC
(102")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM
COMMT
S
EL*607A
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
UG COMM
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMMCOMMT
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
U.S. ARMY CORPS OF ENGINEERSSCAT_CD113.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_CD113.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020N 481,750.630
E 1,990,477.341
N 481,748.502
E 1,990,054.951
N 481,787.258
E 1,990,055.390
CD110 CD111
CD112 CD113
N
KEY MAP
CD113S.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.
SHEET NOTES
1
2
3
4
5
6
7
GENERAL NOTES
PROFILE.
REFER TO SHEET CS201 FOR ACCESS ROAD
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
2.
1.
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"ENLARGED DEMOLITION PLAN 48
7
7
2
2
6
2
2
2
2
1
1
1
1
1 1
5
5
34
4
9
9
9
EXISTING RIP RAP TO BE REMOVED.
EXISTING FENCE TO BE REMOVED.
EXISTING DEBRIS PILE TO BE REMOVED.
EXISTING GRAVEL SURFACE TO BE REMOVED.
EXISTING CONCRETE DITCH TO BE REMOVED.
EXISTING STORM HEADWALL TO BE REMOVED.
EXISTING STORM DRAIN PIPING TO BE REMOVED.
EXISTING ASPHALT PAVEMENT TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.
8
8
8
LEGEND
LIMITS OF CONSTRUCTION
FENCE OR UTILITY REMOVAL
AREA TO BE CLEARED AND GRUBBED
ASPHALT PAVEMENT REMOVAL
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)
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
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
23123
1
231232
232
2
32
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
6236P
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723723724" RCPS
24" RCP
238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
23823823823823836" RCPS
72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
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
HHHH RCP
18" 241241 2412
41
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
241 241241241241P
P
CONC DITCH242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
HH
P244244244
244
24
4244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
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
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
T
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
24624624615" CPP
T
2472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
248248248248248T
249
249249
249249249
249 249249249249249
24924918" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
251251251251251251 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
WVWV
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
CONCCONCCONCCONCCONCCONC
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.dgn07-JAN-202006:49 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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 CORDRDRD6"6"6"10"10"10"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"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"24
3241
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 OVERALLCG110 CG111
CG112 CG113
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
92402402402402402402402402
4
0
240
240240S241241 2412
4
1
2412
4
1
2
4
1
241
2 4 1242242 24224224224224
2
242
242
242242
2
42243243243243243243243243243243
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.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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"
36"
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
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"
243
241
2422422428" 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
244
245
245
245245245 245245245
245
245
245
245245245245
246 246
246
246
246
246
246246
246
246
246
246246246 246247
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
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
246
246 246246246246246246246246246246246246
246UG COMM
15" CPP
COMM T 2472
4
7 2472472
4
7
24
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
UG COMM
S
EL*516
BL*700 UG COMM
UG COMM18" RCPC
PP
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.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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
246246246246247
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"
243
241
2422422428" 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
244
245
245
245245245 245245245
245
245
245
245245245245
246 246
246
246
246
246
246246
246
246
246
246246246 246247
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
246.08
246.25
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
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
9
2
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
2
42
2422422422422422422
4
2
242242
242
242
242
242
242242242242
242243243243243243243243243
243243
243
2
43
243
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.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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
244245.33
245.33
245.50
246.83
245.50
244.33
244.33
244.33
244.33246.83
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"
243
241
2422422428" 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
244
245
245
245245245 245245245
245
245
245
245245245245
246 246
246
246
246
246
246246
246
246
246
246246246 246247
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
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
18"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241LS BD
LS BD
LS BD
242 242
242242242242242242242242242242
2422422422422422422422422
42 242242
242242242242242242242242242LS BD
LS BD
243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243LS BD
LS BD
LS BD 244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 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
C
COMM T
248CONC SW
MOUNTAIN VIPER DRIVE
GV
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
8" PVC
UKN UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
DRAIN
TRENCH
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'
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)
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.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020SDMH-12
HW-5
HW-6
HW-7
HW-8 18"18"18"SDMH-15
HW-1
15"18"24"235
235235
235 240240240 240
240240
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND232232
235
235
235235235235
235 235235235238238
238
239
239
239
240240240240240240240 240 240
240240240240240
240
24024024024024"
243
241
2422422428" 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
244
245
245
245245245 245245245
245
245
245
245245245245
246 246
246
246
246
246
246246
246
246
246
246246246 246247
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
U.S. ARMY CORPS OF ENGINEERSSCAT_CG201.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_CG201.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020 1"=3'-0" VERT.SCALE: 1"=30'-0" HORIZ. STORM PROFILE "A"
50+00 51+00 52+00
36" PIPE@0.47%
36" PIPE@0.47%
36" PIPE@0.47%
36" PIPE@0.47%
24" PIPE@0.47%
18" PIPE@1.48%
53+00 54+00 55+00 56+00 57+00
80+00 81+00 82+00 83+00
36" PIPE@0.47%
36" PIPE@0.47%
58+00 59+00 60+00 61+00 TR 244.54NEW STORM MANHOLESTA 53+54.91 SDMH-2TR 244.56NEW STORM MANHOLESTA 56+55.29 SDMH-3INV 233.98INV 232.60INV 232.30INV 235.39TR 245.50NEW STORM MANHOLESTA 80+00.00 SDMH-5INV 237.86INV 237.50TR 245.10NEW STORM MANHOLESTA 80+77.03 SDMH-6INV 241.26230
233
236
239
242
245
248
237
240
243
246
249
237
240
243
246
249TR 239.85WITH BEEHIVE GRATENEW STORM MANHOLESTA 50+64.09 SDMH-1TR 238.89EXISTING STORM MANHOLESTA 50+00.00 EXMH-2TO TR 248.00EXISTING TR 247.15 RAISEEXISTING STORM MANHOLESTA 83+06.50 EXMH-1TR 245.40NEW STORM MANHOLESTA 59+55.66 SDMH-4TR 245.50NEW STORM MANHOLESTA 61+00.96 SDMH-5INV 236.81INV 237.50INV 240.27NEW HEADWALLSTA 61+20.03 HW-436" PIPE@14.53%233
236
239
242
245
248
18" STORM PIPEMATCH LINE STA 57+80.00MATCH LINE STA 57+80.00CG201S.HAGGARD 1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "A"S.CURRYM.MAYERCENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "B"STORMWATER PROFILES 1GRAPHIC SCALE: 1"=3'-0" VERT.
9'6'3'01.5'3'
GRAPHIC SCALE: 1"=30'-0" HORIZ.
90'60'30'015'30'
U.S. ARMY CORPS OF ENGINEERSSCAT_CG202.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_CG202.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 202015" PIPE@0.50%
15" PIPE@0.50%
15" PIPE@0.50%
15" PIPE@0.50%
18" PIPE@0.50%
30" PIPE@0.50%TR 245.20NEW STORM MANHOLESTA 10+75.20 SDMH-11TR 245.75NEW CATCH BASINSTA 11+51.39 CB-1INV 238.00NEW HEADWALLSTA 10+00.00 HW-3TR 245.90NEW CATCH BASINSTA 16+95.05 CB-6TR 245.50NEW CATCH BASINSTA 17+90.46 CB-7TR 245.75NEW CATCH BASINSTA 12+41.78 CB-2TR 245.75NEW CATCH BASINSTA 13+42.84 CB-3TR 245.75NEW CATCH BASINSTA 14+44.84 CB-4TR 245.90NEW CATCH BASINSTA 15+88.95 CB-518" PIPE@0.50%
24" PIPE@0.50%
24" PIPE@0.50%
24" PIPE@0.50%
24" PIPE@0.50%
@0.50%
30" PIPE
@0.50%
30" PIPE
INV 241.96INV 241.48INV 240.95INV 240.23INV 239.72INV 239.21INV 238.76INV 238.38INV 238.17TR 244.95NEW STORM MANHOLESTA 10+33.25 SDMH-10TR 244.75NEW AREA DRAINSTA 20+44.42 AD-1TR 244.75NEW AREA DRAINSTA 21+32.89 AD-2TR 244.75NEW AREA DRAINSTA 22+57.89 AD-3TR 244.75NEW AREA DRAINSTA 23+38.22 AD-4TR 245.50NEW AREA DRAINSTA 24+79.70 AD-5TR 245.50NEW AREA DRAINSTA 25+79.70 AD-6TR 245.50NEW AREA DRAINSTA 26+54.68 AD-7TR 245.50NEW AREA DRAINSTA 27+29.70 AD-8TR 245.20NEW STORM MANHOLESTA 20+00.00 SDMH-1115" PIPE@0.50%
15" PIPE@0.50%
18" PIPE@0.50%
@0.50%
24" PIPE
INV 238.38INV 238.60INV 239.04INV 239.67INV 240.78INV 240.07INV 241.28INV 241.65INV 242.0310+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
20+00 21+00 22+00 23+00 24+00 25+00 26+00
234
237
240
243
246
249
252
234
237
240
243
246
249
252
233
236
239
242
245
248
233
236
239
242
245
248
CG202S.HAGGARDS.CURRYM.MAYERCENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "C"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "D"STORMWATER PROFILES 2GRAPHIC SCALE: 1"=3'-0" VERT.
9'6'3'01.5'3'
GRAPHIC SCALE: 1"=30'-0" HORIZ.
90'60'30'015'30'
U.S. ARMY CORPS OF ENGINEERSSCAT_CG203.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_CG203.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 202024" PIPE@0.50%24" PIPE@0.50%15" PIPE@0.50%
15" PIPE@0.50%
18" PIPE@0.50%
24" PIPE@0.50%
24" PIPE@0.50%TR 245.30NEW CATCH BASINSTA 31+38.00 CB-8TR 246.55NEW STORM MANHOLESTA 32+21.76 SDMH-7TR 246.80NEW STORM MANHOLESTA 33+62.58 SDMH-8TR 246.80NEW STORM MANHOLESTA 35+62.58 SDMH-9INV 239.45INV 239.86INV 240.56INV 241.56TR 245.75NEW CATCH BASINSTA 30+00.00 CB-134+00 35+0033+0032+0031+0030+00
INV 230.34
10+00 11+00 12+00 13+00TR 239.50NEW GRATED INLETSTA 11+17.44 GI-4TR 239.50NEW GRATED INLETSTA 12+17.44 GI-5TR 239.50NEW GRATED INLETSTA 13+17.44 GI-6INV 230.50INV 231.00INV 231.50INV 232.00INV 232.62
233
236
239
242
24" PIPE@1.41%INV 233.00233
236
239
242
233
236
239
242
INV 234.0024" PIPE@0.76%
WEIR EL 239.50TR 240.50NEW OUTLET STRUCTURESTA 10+16.90 GI-3TR 241.50NEW OUTLET STRUCTURESTA 20+27.04 GI-2TR 240.50
NEW OUTLET STRUCTURE
STA 10+31.15 GI-1 TR 239.85WITH BEEHIVE GRATENEW STORM MANHOLESTA 20+00.00 SDMH-1INV 238.76
TR 240.20
EXISTING STORM MANHOLE
STA 10+00.00 EXMH-3
237
240
243
246
249
237
240
243
246
249
230
233
236
239
242
245
230
233
236
239
242
245
233
236
239
242
240
243
246
249
237
240
243
246
249
23724" PIPE@0.95%INV 233.00NEW HEADWALLSTA 10+00.00 HW-9TR 245.40NEW STORM MANHOLESTA 80+00.00 SDMH-4INV 236.81 INV 239.50NEW HEADWALLSTA 80+17.29 HW-5INV 239.4524" PIPE@0.50%CG203S.HAGGARDGRAPHIC SCALE: 1"=30'-0" HORIZ.
90'60'30'015'30'S.CURRYM.MAYERCENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "E"STORMWATER PROFILES 3 1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "F"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "G"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "H"
GRAPHIC SCALE: 1"=3'-0" VERT.
9'6'3'01.5'3'
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "I"
U.S. ARMY CORPS OF ENGINEERSSCAT_CG204.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_CG204.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 202015" PIPE@0.50%
18" PIPE@0.50%
18" PIPE@0.50%
15" PIPE@0.50%15" PIPE@0.50%
15" PIPE@0.50%18" PIPE@0.14%
15" PIPE@0.18%
15" PIPE@1.00%
CLASS IV RCP
240
243
246
249
240
243
246
249
237
240
243
246
249
237
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249
240
243
246
249TR 244.15NEW STORM MANHOLESTA 12+06.78 SDMH-19TR 245.85NEW STORM MANHOLESTA 15+06.75 SDMH-16TR 246.85
NEW STORM MANHOLE
STA 16+67.12 SDMH-17
TR 245.85NEW STORM MANHOLESTA 30+00.00 SDMH-16TR 246.25NEW STORM MANHOLESTA 30+49.71 SDMH-18TR 246.25NEW STORM MANHOLESTA 31+80.04 SDMH-1936" STORM PIPETR 244.95NEW STORM MANHOLESTA 30+00.00 SDMH-10TR 245.70NEW STORM MANHOLESTA 31+41.88 SDMH-13TR 244.60NEW STORM MANHOLESTA 10+72.06 SDMH-12INV 242.36INV 241.56INV 240.06INV 241.56INV 241.81INV 242.4614+00 15+0013+0012+0011+0010+00
32+0031+0030+00
16+00 17+00
INV 240.38INV 238.17
INV 239.6731+0030+0010+00 INV 239.9510+00TR 245.20NEW STORM MANHOLESTA 40+00.00 SDMH-11INV 238.38 TR 246.05NEW STORM MANHOLESTA 41+44.21 SDMH-14INV 241.31INV 239.8841+0040+00INV 239.00NEW HEADWALLSTA 10+00.00 HW-1INV 239.85NEW HEADWALLSTA 10+00.00 HW-6INV 242.50NEW HEADWALLSTA 10+00.00 HW-8INV 242.60NEW HEADWALLSTA 10+54.86 HW-7CG204S.HAGGARDGRAPHIC SCALE: 1"=30'-0" HORIZ.
90'60'30'015'30'S.CURRYM.MAYERCENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "J"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "K"STORMWATER PROFILES 4 1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "L"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "M"
GRAPHIC SCALE: 1"=3'-0" VERT.
9'6'3'01.5'3'
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "N"
1"=3'-0" VERT.
SCALE: 1"=30'-0" HORIZ.
STORM PROFILE "O"
U.S. ARMY CORPS OF ENGINEERSSCAT_CG501.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_CG501.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG501S.HAGGARDS.CURRYM.MAYERFLEXIBLE PIPE INSTALLATION DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG502.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_CG502.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG502S.HAGGARDS.CURRYM.MAYERRIGID PIPE INSTALLATION DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG503.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_CG503.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG503S.HAGGARDS.CURRYM.MAYERFILL HEIGHT TABLESSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG504.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_CG504.dgn07-JAN-202006:50 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG504S.HAGGARDS.CURRYM.MAYERDROP INLET DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG505.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_CG505.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG505S.HAGGARDS.CURRYM.MAYERDROP INLET GRATE DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG506.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_CG506.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG506S.HAGGARDS.CURRYM.MAYERANCHORAGE FOR FRAMES DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG507.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_CG507.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020
TYPICAL CONCRETE HEADWALL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL2
1%
PROFILE
PLAN
DOWNSPOUT
FINISHED GRADE
TRANSITIONAL COUPLING
MANUFACTURER'S STANDARD
6" 90° PVC ELBOW
BUILDING WALL
6" DIA. PVC PIPE
6" 45° PVC ELBOW
6" DIA. PVC PIPE
6" 45° PVC ELBOW
ROOF DRAIN
VARIES

45° PVC WYE
(SEE PLANS)
COLLECTION PIPE
45° PVC WYE
(SEE PLANS)
COLLECTION PIPE
NOTE:
E.W. MINIMUM.
CAST-IN-PLACE SHALL BE #5@12"
PRECAST SHALL MEET ASTM C-478.
REINFORCING NOT SHOWN FOR CLARITY.
12"I.D.12"
9"9"
5'-1" + I.D.
8"8"
18"12"6"8"48"8"8"24"I.D./2+150mmVARIES12"6"8"16"14"8"1
TYPTYP
FOR SIZE AND DEPTH
STRUCTURAL DRAWINGS
FOOTING, REFER TO
ONLY.
ON OUTLET HEADWALLS
PROVIDE SLOPED BOTTOM
CAST IRON DOWNSPOUT SHOE
6" DIA. PVC PIPE
CENTERLINE OF PIPE.
TOP OF END SILL SHALL BE LEVEL WITH

ABOVE CROWN OF PIPE.
TOP OF WALL SHALL BE MINIMUM 18"

THE BACK FILL SIDE OF THE WALLS.
CLEARANCE TO THE CONCRETE FACE ON
ALL STEEL SHALL HAVE A 2" MINIMUM

O.C. THROUGHOUT.
STEEL REINFORCEMENT TO BE #5@12"

NOT USED WITH UPSTREAM HEADWALL.
ENERGY DISSIPATOR. ENERGY DISSIPATOR
DOWNSTREAM HEADWALL SHOWN WITH

NOTES:
CG507S.HAGGARDS.CURRYM.MAYERHEADWALL AND DOWNSPOUT DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG508.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_CG508.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020NOT TO SCALE
DETAIL1

BIO RETENTION BASIN
LOW IMPACT BMP
TYP

REFER TO SPECIFICATIONS
NON-WOVEN GEOTEXTILE
UNDERDRAIN
CLEANOUT, ONE PER
DESIGN VOLUME
PEAK ATTENUATION VOLUME
LAYOUT
TO PLAN SHEETS FOR
PIPES INTO RISER. REFER
TIE UNDERDRAIN SYSTEM

SOD
*SEE NOTE BELOW
30" MIN. ENGINEERED SOIL
NCDOT #57 CRUSHED ROCK THE PLANTING SURFACE
OF 18 INCHES BELOW
IWS ZONE A MINIMUM
SET THE TOP OF THE
PERFORATIONS
PVC PIPE WITH
SDR 35 SMOOTH WALL
8" SCHEDULE 40 OR
REFER TO PLANS FOR FINISH GRADES.
POLLUTANTS ARE REMOVED ON THE SURFACE OF THE BIORETENTION CELL RATHER THAN WITHIN THE CELL.
TSS OR PATHOGENS IS THE TARGET POLLUTANT, THE HIGHER PERMEABILITY CAN BE USED BECAUSE THESE TWO
RATE FOR PERCENT FINES BETWEEN 8 AND 10 CAN BE APPROXIMATED DURING DESIGN BY LINEAR INTERPOLATION. IF
IN/HR FOR 8% AND 10% FINES, RESPECTIVELY, DEPENDING ON THE TARGET POLLUTANT. AN ESTIMATED DRAINAGE
THUMB, USING THE ABOVE-SPECIFIED MEDIA, THE INFILTRATION RATES SHOULD BE APPROXIMATELY 2 IN/HR AND 1
SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR, WITH 1-2 INCHES PER HOUR BEING PREFERRED. AS A RULE OF
THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL DRAINAGE RATE AFTER PLACEMENT. THE PERMEABILITY
SOIL FOR THE BIORENTENTION BASINS
NOTE: CUT SOIL FROM THE PROJECT SITE OR SOIL FROM THE BORROW PIT MAY NOT BE USED FOR THE ENGINEERED
PHOSPHORUS.
EXTREMELY IMPORTANT DESIGN ELEMENT. CELLS THAT ARE CONSTRUCTED OF HIGH P-INDEX SOILS CAN EXPORT
REGARDLESS OF THE TARGET POLLUTANT (HARDY ET. AL., 2003 AND HUNT ET. AL., 2006). THE P INDEX IS AN
HAVE THE SOIL ANALYZED. THE P INDEX FOR BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND 30,
NC DEPARTMENT OF AGRICULTURE [NCDA] LABS TO BE ANALYZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
USED. ADDITIONALLY, THE PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHALL BE SENT TO
POLLUTANT. IN AREAS WHERE PHOSPHORUS IS THE TARGET POLLUTANT, LOWER (8 PERCENT) FINES SHOULD BE
BARK FINES). HIGHER (10 PERCENT) FINES CONTENT SHOULD BE RESERVED FOR AREAS WHERE TN IS THE TARGET
CLASSIFICATION), 8 TO 10 PERCENT FINES (SILT AND CLAY), AND 5 TO 10 PERCENT ORGANIC MATTER (SUCH AS PINE
SOIL MIX OF 75 TO 85 PERCENT BY VOLUME MEDIUM TO COARSE WASHED SAND (USDA SOIL TEXTURAL
OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS
*BIORETENTION “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 30” DEEP. THE SOIL MIX SHOULD BE UNIFORM AND FREE

POND BERM EL.= 241.00
Q-100 STORM EL.= 240.98
Q-25 STORM EL.= 240.81
Q-10 STORM EL.= 240.63
Q-5 STORM EL.= 240.33
Q-2 STORM EL.= 239.88
Q-1 STORM EL.= 239.64
EMERGENCY SPILLWAY EL.= 240.50
RISER
INV. 231.50
STEPS
MASTIC (TYP.)
WATERPROOF

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:15"WEIR ELEV 239.50
OF RISER
LOCATED ON 3 SIDES
6" HIGH X 36" LONG
WEIR DIMENSION
MIN WEIGHT - 23,587 LBS.
w/6" THICK SOLID WALLS
INSIDE DIMENSION
6' x 4' CONCRETE RISER
RISER
NOT TO SCALE
DETAIL2

TYP
RISER STRUCTURE
EL 240.50
SPILLWAY
EMERGENCY
EL.= 241.00
POND BERM
ELEV 240.50
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
SHEET CG508
REFER TO DETAIL 2,
RISER STRUCTURE
2.25:1
PLANTING ELEV 238.00
ELEV 239.50
OUTLET ELEV 239.50
PEAK ATTENUATION ELEV 240.50
2.25:118"12"18"IWS*
*
IWS=INTERNAL WATER STORAGE
"O" RING JOINT
WITH LOCKING
24" RCP CLASS 3
"O" RING JOINT
WITH LOCKING
24" RCP CLASS 3

CONNECTION
TO BE WRAPPED AROUND
NON-WOVEN GEOTEXTILE
ENCASEMENT
CONCRETE
CAST IN PLACE
PIPE
PERFORATED
AS NECESSARY
MATCH INVERTS
PROVIDE SPACER TOCONCRETE COLLAR
TO SUPPORT
CLASS I BEDDING
FINISH GRADE
VARIESNOT TO SCALE
DETAIL3

RCP PIPE
PERFORATED PIPE TO CONCRETE PIPE CONNECTION
TYP

CLASS A CONCRETE
(FOR 36" RCP)
BEEHIVE CASTING 6" MIN
SPIGOT JOINT)
R.C.PIPE (BELL &
(FOR 36" RCP)
BEEHIVE CASTING
CLASS A CONCRETE
CONCRETE
4" MIN CLASS A 8" MINVARIES 2'-0" MIN4"6" MIN6" MIN
36"
NOT TO SCALE
DETAIL

4
PIPE CATCH BASIN WITH BEEHIVE GRATE
LOW IMPACT BMP

TYP
PLAN
EACH SIDE
ROCK ABOVE AND ON
PROVIDE 3" CRUSHED
CG508S.HAGGARDS.CURRYM.MAYERBIO RETENTION BASIN DETAILSSTORM DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG509.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_CG509.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020S
FRAME
COVER
MANHOLE COVER AND FRAME
STORM MANHOLES TO HAVE "D" CAST IN COVER.
COVER FOR SANITARY SEWER MANHOLE.
LARGE LETTER "S" CAST IN CENTER OF

2'-0"
2'-1 3/4"2"1"3/4"
8"
HEAVY DUTY TRAFFIC BEARING.
FRAME AND COVER TO BE
A BED OF CEMENT MORTAR.
SECURELY INSTALLED IN
COVER FRAMES SHALL BE
NOTE:
NOT TO SCALE
DETAIL

CG509
2

PLAN-RING REINFORCING

ISOMETRIC VIEWSECTION
PLAN.
ARE SHOWN IN THE
DETAIL. OPENINGS
THIS IS A GENERAL
NOTE:
REFER TO SPECS
CAST-IN-PLACE
PRECAST OR
RING 2'-4" DIA.
2
#4 BARS
RINGS 8 TIES
2"
2"
DIFFERENT MANHOLE SIZE.
SIZES WILL REQUIRE A
PIPE SIZE. LARGER PIPE
MAXIMUM 2'-3" INTERCEPTED
THIS MANHOLE IS FOR A
NOTE:
ASTM C-478 AND H-20 LOADING.
PRECAST MANHOLES TO MEET
NOTE:
RINGS
MORTAR BED
8'-0" OR LESS1'-0"3"5"4'-0"5"
2'-0"10"#4@12" O.C.
CONCRETE FLOORCONCRETE FLOOR
NOT TO SCALE
DETAIL

CG101
1
STORM SEWER MANHOLE
CG509

3
1 1
3
#3 OR #4 REBAR
A
A
PLAN SIDE ELEVATION
SLIP RESISTANT CLEATS
ELEVATION
SECTION A-A
NOT TO SCALE
DETAIL
CG510
3

NOT TO SCALE
DETAIL
CG510
4

NOT TO SCALE
DETAIL
CG510
5

EMERGENCY SPILLWAY ANTI-SEEP COLLAR
MANHOLE STEP
STANDARD SLIP RESISTANT
PIPE JOINT
COLLAR SHOULD BE PLACED AT LEAST TWO FEET FROM
REINFORCING STEEL, ASTM A615, GRADE 60: FY - 60,000 PSI
CONCRETE SHALL BE 3000 PSI @ 28 DAYS
NOTE:
(TYPICAL EACH FACE)
#3 BAR
CONCRETE COLLAR
POURED IN PLACE
MASTIC (TYP.)
WATERPROOF
MATERIAL (RUBBER, PLASTIC)
CORROSION RESISTANT
CG511 CG511
CG511
OR FILTER FABRIC
GRAVEL BEDDING
CLASS "B" RIP RAP 18" D
CG509S.HAGGARDS.CURRYM.MAYERSTORM DRAINAGEMANHOLE DETAILS
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.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020PLANTING NOTES:
SYM.
SA
CF
NP
DP
LT
PW
QUAN.
62
64
62
50
58
49
BOTANICAL NAME
HIBISCUS COCCINEUS 'ALBA'
LOBELIA CARDINALIS
SACCHARUM BALDWINII
SAGITTARIA LATIFOLIA
SAURURUS CERNUUS
PONTEDERIA CORDATA
COMMON NAME
WETLAND PLANTINGS
WHITE ROSE MALLOW
CARDINAL FLOWER
NARROW PLUMEGRASS
DUCK POTATO
LIZARD TAIL
PICKERELWEED
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
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL
FROM LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR
TO PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR
APPROVAL PRIOR TO INSTALLATION OF MATERIAL.
P L A N T L I S T
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
VEGETATIVE
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
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

TPED
235
236237237
238
2388" PVC 8" PVC10" PVC
239
239
239239240240
240
240240HH 241241241
241
241
241
241241241241P 242242
242
242
242
242
24224224224224224210" PVC8" PVC243243243
243
2
4
3243
243
243
243
243243243243243244244244244244244244
244
244
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.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020PLANTING NOTES:
SYM.
SA
CF
NP
DP
LT
PW
QUAN.
62
64
62
50
58
49
BOTANICAL NAME
HIBISCUS COCCINEUS 'ALBA'
LOBELIA CARDINALIS
SACCHARUM BALDWINII
SAGITTARIA LATIFOLIA
SAURURUS CERNUUS
PONTEDERIA CORDATA
COMMON NAME
WETLAND PLANTINGS
WHITE ROSE MALLOW
CARDINAL FLOWER
NARROW PLUMEGRASS
DUCK POTATO
LIZARD TAIL
PICKERELWEED
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
LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIAL
FROM LOCAL SOURCE TO ENSURE SURVIVABILITY. CONTRACTOR
TO PROVIDE SOURCE OF PLANT MATERIAL AND LOCATION FOR
APPROVAL PRIOR TO INSTALLATION OF MATERIAL.
P L A N T L I S T
INV. 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
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
VEGETATIVE
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
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
235235235235
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

2422422432442442
4
4 244244245245245245245245245245245245245
245
BL*603CL*603 246247
U.S. ARMY CORPS OF ENGINEERSSCAT_CG512.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_CG512.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 202012" TYP6"6"4"BLOCK
DISSIPATOR
#4 AT EACH
B
NOT TO SCALE
SECTION
CS51212"6"12"6"12"6"12"6"6"6"6"6"6"6"
4"8"1
CS512
DISSIPATOR BLOCK PLAN
NOT TO SCALE
DETAIL
8"6'-0"8"6"VARIES SEE PROFILE8"A
NOT TO SCALE
SECTION
CS51224"24"
#4@18" OC EW
#4@18" OC EW
CONCRETE DRAINAGE CHANNEL
AGGREGATE
6" GRADED
(ASTM D 1557)
MAXIMUM DENSITY
OF LABORATORY
COMPACTED TO 92%
12" RAW SUBGRADE 12" TYP6"12"8"
TYP TYPTYP

WATER STOP
2x4 KEY
BLOCK
DISSIPATOR
#4 AT EACH
ON PLANS
AT LOCATION
BLOCKS ONLY
DISSIPATOR
DOWEL @ 24" SPA.
3/4" DIA. SMOOTH
GROUT
DRILL AND
ONE END OF DOWEL
PAINT AND OIL
STORM WATER WET POND #2 MAIN POOL
WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
WW
6"
8"8"
TW 242.50 TW 242.50 TW 242.50 TW 242.50 TW 242.50 TW 242.50 TW 242.50TW 242.50
235
235
235
235
238
238
239
239
240 240 240
242.50 242.50 242.50 242.50 242.50 242.50TC 243.00 TC 243.00
54+00 55+0053+0052+0051+0050+00
15'6'
12'541.13'
SLOPE = 0.30%240
242
244
246
240
242
244
246
EL 239.38
EL 242.50
EL 243.00
241.00
242.50
243.00
CG512S.HAGGARDS.CURRYM.MAYERN
STORM DRAINAGEA
CS512
DRAINAGE CHANNEL DETAILSA
CS512
SIM
GRAPHIC SCALE: 1"=20'-0" HORIZ.
60'40'20'010'20'
GRAPHIC SCALE: 1"=2'-0" VERT.
6'4'2'01'2'
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
ANCHOR
CONCRETE END
SHEET NOTES
1
2
1 1 1 1
3
3
4
4
2
4
1 1 1 1
5
SECTION A, SHEET CG512
PROVIDE 8" CONCRETE CURB/WALL. REFER TO
DETAIL 1, SHEET CG512
PROVIDE DISSIPATOR BLOCKS, REFER TO
REFER TO DETAIL 2, SHEET CG513.
PROVIDE 24" THICK RIPRAP OUTLET PROTECTION.
5 5 5 5 5 5
15'6'
TYPTYP
CONCRETE CHANNEL
TO SHEET FLOW INTO
TO ALLOW HARDSTAND
6' WIDE CURB OPENING
15' LONG CONCRETE CURB 5TYP TYP 5 TYP 5 TYP 5 TYP 5
1
CS513
PROVIDE CONCRETE FLUME. REFER TO SHEET CG513.
REFER TO SECTION A, SHEET CG512.
CHANNEL WITH VERTICAL SIDEWALLS, HEIGHT VARIES.
PROVIDE 6-FT FLAT BOTTOM CONCRETE DRAINAGE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG513.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_CG513.dgn07-JAN-202007:29 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 20206'-0"28'-0"6'-0"8"
EL 239.50
EL 239.00
EL 242.00
EL 243.00 EL 243.00
EL 238.38
A
NOT TO SCALE
SECTION
CS513
B
CS513
6'6'6'3'24"**
20'20'
18'
26'20'20'NOT TO SCALE
DETAIL
RIP RAP CHANNEL
PLAN SECTION
PROFILE
6' WIDE
20' DOWNSTREAM. MIDDLE WIDTH SHALL REMAIN
FROM 18' AT CONCRETE FLUME OUTLET TO 26' WIDE
SIDE WIDTH VARIES AS CHANNEL WIDTH INCREASES*
GEOTEXTILE
SECTION 1042
NCDOT SPECIFICATION
24" RIPRAP - CLASS 1

SECTION 1042
NCDOT SPECIFICATION
24" RIPRAP - CLASS 1
SHEET CG512
TO SECTION C,
ANCHOR, REFER
CONCRETE END

CG112
2
CG113

NOT TO SCALE
DETAIL

CG113
1
CG512

WET POND 2 CONCRETE FLUME PLAN
WET POND 2 CONCRETE FLUME
8"6'-0"8"
B
NOT TO SCALE
SECTION
CS51324"24"
#4@18" OC EW
#4@18" OC EW
AGGREGATE
6" GRADED
(ASTM D 1557)
MAXIMUM DENSITY
OF LABORATORY
COMPACTED TO 92%
12" RAW SUBGRADE
WATER STOP
2x4 KEY
BLOCK
DISSIPATOR
#4 AT EACHVARIES SEE SECTION8"WET POND 2 CONCRETE FLUME
8" CONCRETE WALL
6"@BASIN SLOPE
STEEL REINFORCING
B, THIS SHEET FOR
REFER TO SECTION
CONCRETE END ANCHOR 24"8"12"2'-6"1'-8"
RIPRAP
24" THICK

#4@6" OC
#4
#4@18" OC EW
NOT TO SCALE
DETAIL
CG113
3

CG512

CG513S.HAGGARDS.CURRYM.MAYERSTORM DRAINAGEB
CS513
A
CS513
6'
3
CS513
TO DETAIL 2, THIS SHEET
SECTION 1042. REFER
NCDOT SPECIFICATION
24" RIPRAP - CLASS 1
WALL
8" THICK CONCRETE
1
CS512
28'6'6'13'
SHEET CG512
CHANNEL. REFER TO
CONCRETE DRAINAGE
ANCHOR
CONCRETE END CONCRETE FLUME DETAILS
U.S. ARMY CORPS OF ENGINEERSSCAT_CG514.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_CG514.dgn07-JAN-202007:29 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020A
NOT TO SCALE
SECTION
CG514
NOT TO SCALE
DETAIL

CG112
1
CG510

WET POND 1 CONCRETE FLUME PLAN
WET POND 1 CONCRETE FLUME
EL 242.00
15'-0"15'-0"
EL 242.31
6"6'-0"6"
B
NOT TO SCALE
SECTION
CG514
24"
#4@18" OC EW
#4@18" OC EW
AGGREGATE
6" GRADED
(ASTM D 1557)
MAXIMUM DENSITY
OF LABORATORY
COMPACTED TO 92%
12" RAW SUBGRADE
WATER STOP
2x4 KEY
BLOCK
DISSIPATOR
#4 AT EACH
WET POND 1 CONCRETE FLUME6"6"B
CG514
STEEL REINFORCING
B, THIS SHEET FOR
REFER TO SECTION
6" CURB TC EL 242.81
TC EL 242.50
CONSTRUCTION JOINT
BREAKLINE AND
FOREBAY
#1
WET POND
CG514S.HAGGARDS.CURRYM.MAYERSTORM DRAINAGEB
CG514
3
CS513
TO DETAIL 2, SHEET CG512
SECTION 1042. REFER
NCDOT SPECIFICATION
24" RIPRAP - CLASS 1
ANCHOR
CONCRETE END
CONCRETE FLUME DETAILSA
CG5146'14.98'15.02'13.77'6'13.77'
6" CURB
6" CURB

U.S. ARMY CORPS OF ENGINEERSSCAT_CG601.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_CG601.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG601S.HAGGARDS.CURRYM.MAYERSTORMWATER DRAINAGE SCHEDULE
U.S. ARMY CORPS OF ENGINEERSSCAT_CG602.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_CG602.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG602S.HAGGARDS.CURRYM.MAYERSTORMWATER DRAINAGE SCHEDULE
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.=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)
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
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" RCPDRIVE
ROCK
ELEV.=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
ASPHALT15" 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.=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" PVC231
23123
1
231232
232
2
32
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
62364" PVC
P 8" PVC6" PVC
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723723724" RCPS
24" RCP
8" PVC238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
23823823823823842" RCP
8" PVC 8" PVC10" PVC
8" PVC 36" RCPS
GATE
72" CHLK GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
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
15" RCPHHHH 8" PVC8" PVCRCP
18"
8"
P
VC241
241 2412
41
2412
4
1
2
4
1
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
241 241241241241P
P 8" PVCCONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH242242242242242242
242
242
242
242242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242 242242
242242242242242242242242242242242242242 242242
24210" PVC18" RCP15" RCP
S15" RCP
8" PVC8" PVC243243243243243243243243243243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
ASPHALTHH
P244244244244
244
244
244
244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
244244244244244244244244244244244244 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
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
2462462468" PVC8" PVC15" RCP
S
15" CPP
T
14103
246.77
14098
246.77
14102
246.83
14099
246.84
2472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
14101
247.07
14100
247.09
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
24824824824824814097
248.20
14096
248.43
T
249
249249
249249249
249 249249249249249
24924918" RCP
14095
249.21
S
S
14094
249.89250250250250
250 250250250
250250250250250250
14092
250.03
14093
250.06
T

W
251
251251251251251251 251251 T
P
14420
251.92
25214419
252.13 RCP18" S
14418
253.21
14415
253.75
14417
253.77
14416
254.00
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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
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
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=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 U.S. ARMY CORPS OF ENGINEERSSCAT_CG701.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_CG701.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
HW-4
SDMH-6
HW-5
36"36"36"
36"36"36"36"
36"
A
B
C
D
E
G F
TD
TDTDHW-7
HW-8
RR
TD-2
TD-1
TD
T
DTD
242
242 243
243 2442
4
4
244
244 245
245
245
CG701S.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
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
THE END OF THE WORK DAY
TO THAT LENGTH THAT CAN BE STABILIZED AT
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:SEDIMENT AND EROSION CONTROL PLAN OVERALL PRE-INITIAL PHASEOVERALL PRE-INITIAL PHASE SEDIMENT AND EROSION CONTROL PLANS
FINAL PHASECG730 - CG733
SEDIMENT AND EROSION CONTROL PLANS
INTERMEDIATE PHASECG720 - CG723
SEDIMENT AND EROSION CONTROL PLANS
INITIAL PHASE CG710 - CG713
SEDIMENT AND EROSION CONTROL PLANS
PRE-INITIAL PHASE CG705 - CG708
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
GL1
CG705 CG706
CG707 CG708
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)
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
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" RCPDRIVE
ROCK
ELEV.=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
ASPHALT15" 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.=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" RCPFES
RAP
RIP
RAP
RIP
RAP
RIP
TOP=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'
CONC HW
CONC HW
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
RAP
RIP
RAP
RIP
RAP
RIP
10" PVC (0D)8" PVC231
23123
1
232
232
2
32
232233
233
233233
233
36" RCP
36" RCP
36" RCP
S
234
234234234234234234
234
P
235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
62364" PVC
P 8" PVC6" PVC
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723724" RCPS
24" RCP
8" PVC238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
23823823823823842" RCP
8" PVC 8" PVC10" PVC
8" PVC 36" RCPS
GATE
72" CHLK GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
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
15" RCPHHHH 8" PVC8" PVCRCP
18"
8"
P
VC241
241 2412
41
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
241 241241241241P
P 8" PVCCONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
24210" PVC18" RCP15" RCP
S15" RCP
8" PVC8" PVC243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
ASPHALTHH
P244244244
244
24
4244
244
244
244
244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 24424415" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES
PESPESPES
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
2462468" PVC8" PVC15" RCP
S
15" CPP
T
14103
246.77
14098
246.77
14102
246.83
14099
246.84
2472472472472
4
7
2
4
7
247247247247247247247247
247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247
247
247
247247
14101
247.07
14100
247.09
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
24824824824824814097
248.20
14096
248.43
T
249
249249
249249249
249 249249249249249
24924918" RCP
14095
249.21
S
S
14094
249.89250250250250
250 250250250
250250250250250250
14092
250.03
14093
250.06
T

W
251
251251251251251251 251251 T
P
14420
251.92
25214419
252.13 RCP18" S
14418
253.21
14415
253.75
14417
253.77
14416
254.00
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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILE
DEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILE
DEBRIS
PILE
DEBRIS
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=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 U.S. ARMY CORPS OF ENGINEERSSCAT_CG702.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_CG702.dgn07-JAN-202006:51 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-3
36"36"
SDMH-4
HW-5
36"
SDMH-5
36"TDTDTDGI-3
GI-4
GI-5
235
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
HW-4
SDMH-6
SDMH-12
HW-5
HW-6
HW-7
HW-8
36"36"36"
36"36"36"36"
36"
15"
SDMH-18
SDMH-19
HW-1
+
GI-324"HW-9
36"24"18"EXMH-1
EXMH-2
EXMH-3
24"24"
36"
15"18"24"234234235235 235
235235235
235236236 236236236
236
TDTD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21
EL 236.46
239
RR
RR
RR
238
238
238238240240239
239.5 239.5
239.5
236
236
240240
240
240
240
2
4
0240240240240
240240240240
240
240
24024024024024024024"
241
241
241241
STAGING AREA
CONTRACTOR
AREA
SOIL STOCKPILE
242
242
2 4 2
242
242
BASIN 1
SEDIMENT
TEMPORARY
243
243
243
243
243243
243
243
244
244
244
244
244 244
2442
4
4
244
244244244244245
245245 245245245
245245245245245
245
245
245
STORM EVENT
27.9 CFS @ 10 YR
AREA 5.1 ACRES
BASIN 3 - DRAINAGE
TEMPORARY SEDIMENT
36.6 CFS @ 10 YR STORM EVENT
DRAINAGE AREA 6.7 ACRES
TEMPORARY SEDIMENT BASIN 1
41.5 CFS @ 10 YR STORM EVENT
DRAINAGE AREA 7.6 ACRES
TEMPORARY SEDIMENT BASIN 2
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
TD-4
TD-4
TD-4
TD-5
TD-6
TD-7
BAFFLE
TD-3
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
TD-7
BASIN 3
SEDIMENT
TEMPORARY
CG702S.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'
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
THE END OF THE WORK DAY
TO THAT LENGTH THAT CAN BE STABILIZED AT
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
AREA WITH BERM
CONCRETE WASHOUT
4' DEEP, 12' RADIUS
SEDIMENT AND EROSION CONTROL PLANOVERALL INITIAL PHASEOVERALL INITIAL PHASE SEDIMENT AND EROSION CONTROL PLANS
FINAL PHASECG730 - CG733
SEDIMENT AND EROSION CONTROL PLANS
INTERMEDIATE PHASECG720 - CG723
SEDIMENT AND EROSION CONTROL PLANS
INITIAL PHASE CG710 - CG713
SEDIMENT AND EROSION CONTROL PLANS
PRE-INITIAL PHASE CG705 - CG708
GENERAL NOTES
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
DELINEATION AREA
TEMPORARY SEDIMENT BASIN DRAINAGE
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG710 CG711
CG712 CG713
ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1
ELEV.=244.0'
BH-1724" 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)
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
TPED
TPED
CONC
CONC
CONC
CONC
ASPHALT15" RCP#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)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
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
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
6" CPP10" PVC (0D)8" PVC231
23123
1
231232
232
2
32
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
62364" PVC
P 8" PVC6" PVC
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723723724" RCPS
24" RCP
8" PVC238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
2382382382382382388" PVC 8" PVC10" PVC
8" PVC 36" RCPS
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
239
2392392392
3
9
239239239239239239
239
GATE
BOL
BOL (10)GATE
18" RCP
239.872402402402402402402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240240240240240
S
HHHH 8" PVC8" PVCRCP
18"
8"
P
VC241
241 2412
41
2
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241
241 24124124124124
3241
P
P 8" PVCCONC DITCH242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242 242242
242242
24224210" PVC8" PVC8" PVC243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243243
243
243
243
243 243243S
ASPHALTHH
P244244244
244
24
4244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 244244
245
244
244
244
244
244 244244244244
24415" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES PES
PESPESPES
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
245
245
245245245 245245245
245
245
245
245245245
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
246246246246 246
246
246246
246
246246
246
246
246
2462462462462468" PVC8" PVC15" CPP
T
14103
246.77
14098
246.77
14102
246.83
14099
246.84
2472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247247
247
247
14101
247.07
14100
247.09
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
24824824824824824814097
248.20
14096
248.43
T
249
249249
249249249
249 249249249249249
24924925024918" RCP
14095
249.21
S
S
14094
249.89250250250250
250 250250250
250250250250250250
25014092
250.03
14093
250.06
T

W
251
251251251251251251 251251 T
P
14420
251.92
25214419
252.13 RCP18" S
14418
253.21
14415
253.75
14417
253.77
14416
254.00
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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
CONCCONCCONCCONCCONCCONC
FITNESS AREA
GRAVEL
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
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 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_CG703.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_CG703.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HW-9 HW-7
HW-8
SDMH-4
HW-5
SDMH-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
HW-4SANSANCOCO
SANSAN
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"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 CORDRDRD6"6"6"10"10"10"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"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
GI-3
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"OWSFF 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 246.25HW-9
GI-3
GI-4
GI-5
234234234234235235235 235
235235235235235235
235 236236236
236
236
236
RR RRRR
RR
RR
237
237
RR
RR
RR
238
238
238238239
239.5
239.5 239.5
240RR
RR240240
240
240240240240240
240
240
240
24024024024024024024"
241
241
242
242242 2428" PERF.243243
243
243
243 2442
4
4
244
244
244
244 244
244
244244244244
245
245
245245245
245 245 245
245
RR
RR
BAFFLEBAFFLEBAFFLEBAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
CG703
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.
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'
THE END OF THE WORK DAY
TO THAT LENGTH THAT CAN BE STABILIZED AT
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLANOVERALL INTERMEDIATE PHASEOVERALL INTERMEDIATE PHASES.HAGGARDS.CURRYM.MAYER SEDIMENT AND EROSION CONTROL PLANS
FINAL PHASECG730 - CG733
SEDIMENT AND EROSION CONTROL PLANS
INTERMEDIATE PHASECG720 - CG723
SEDIMENT AND EROSION CONTROL PLANS
INITIAL PHASE CG710 - CG713
SEDIMENT AND EROSION CONTROL PLANS
PRE-INITIAL PHASE CG705 - CG708
GENERAL NOTES
NOT TO SCALE
DETAIL
SPECIFICATIONS
FILTER FABRIC. REFER TO
NON-WOVEN GEOTEXTILE
(92% ASTM D 1557)
12" COMPACTED SUBGRADE
TO 95% ASTM D 1557)
SIZE ABC (COMPACTED
BASE NCDOT STANDARD
9" GRADED AGGREGATE
AGGREGATE PAVEMENT
CG703
1
BASIN 1
SEDIMENT
TEMPORARY
BASIN 2
SEDIMENT
TEMPORARY
BASIN 3
SEDIMENT
TEMPORARY
1, SHEET CG703.
AGGREGATE SURFACE, REFER TO DETAIL
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.GL2CG720 CG721
CG722 CG723
24" 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)
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
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" RCPDRIVE
ROCK
ELEV.=2243.15'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10016 TBM
TPED
TPED
CONC
CONC
CONC
CONC
GI-4
GI-5
SDMH-4
SDMH-5
SDMH-3
SDMH-2SDMH-1
GI-1
GI-2
GI-6
HW-4SANSANCOCO
SANSAN
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"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 CORDRDRD6"6"6"10"10"10"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"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"15" RCP#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)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
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
OFF-SITE
OFF-SITE OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
OFF-SITE
6" CPP10" PVC (0D)8" PVC231
23123
1
231232
232
2
32
232232232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235
235235
235
235 235235235235235235235
235235235235
235 235235235235
236236236
236236 236
236
2362362362362
3
62364" PVC
P 8" PVC6" PVC
OFF-SITE
237237237
237237237 237237
237237
2
37 237237
237237
237
23723723723723724" RCPS
24" RCP
8" PVC238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
238238238238238238238238238
238
8" PVC 8" PVC10" PVC
8" PVC 36" RCPS
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
239239239239239239
2
3
9
2
3
9
239
239
239
2392392392
3
9
239239239239239239
239
239
239
GATE
BOL
BOL (10)GATE
18" RCP
239.872402402402402402402402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240240240240240240240240240240 240 240
240240240240240
240
240240240240240
S
24"
HHHH 8" PVC8" PVCRCP
18"
8"
P
VC241
241 2412
41
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
241 24124124124124
3241
P
P 8" PVCCONC DITCH242242242242242242
242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242242
242
242 24210" PVC8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PVC8" PVC243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
2432432432432432
43243243243
243
243243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243243
243
243
243
243
243243
243
243
243 243243S
HH
P244244244
244
24
4244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
244244244244244244244244244244244244244 244244244244
244244244244
244 244
244
244244244244 244244
245
244
244
244
244
244
244 244 244244244244244
24415" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES PES
PESPESPES
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
2
45
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
245
245
245245245 245245245
245
245
245
245
245245245
T
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 24
6246246246246246246246
246246246246 246
246
246246
246
246246
246
246
246
2462462462462468" PVC8" PVC15" CPP
T
14103
246.77
14098
246.77
14102
246.83
14099
246.84
2472472472472
4
7
2
4
7
247247247247247247247247
247247247
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247247
247
247
14101
247.07
14100
247.09
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
24824824824824824814097
248.20
14096
248.43
T
249
249249
249249249
249 249249249249249
24924925024918" RCP
14095
249.21
S
S
14094
249.89250250250250
250 250250250
250250250250250250
25014092
250.03
14093
250.06
T

W
251
251251251251251251 251251 T
P
14420
251.92
25214419
252.13 RCP18" S
14418
253.21
14415
253.75
14417
253.77
14416
254.00
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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
CONCCONCCONCCONCCONCCONC
FITNESS AREA
GRAVEL
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
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 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_CG704.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_CG704.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020OWSDEADLINE 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
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
RR
CG704
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.
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLANOVERALL FINAL PHASEOVERALL FINAL PHASES.HAGGARDS.CURRYM.MAYER SEDIMENT AND EROSION CONTROL PLANS
FINAL PHASECG730 - CG733
SEDIMENT AND EROSION CONTROL PLANS
INTERMEDIATE PHASECG720 - CG723
SEDIMENT AND EROSION CONTROL PLANS
INITIAL PHASE CG710 - CG713
SEDIMENT AND EROSION CONTROL PLANS
PRE-INITIAL PHASE CG705 - CG708
GENERAL NOTES
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
CG730 CG731
CG732 CG733
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
24" RCPCHILLER
BOX
HOT
BOL
FH
WV
WM ASPHALTBOLBOL
BOL
BOL BOL
CONC
CONC
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=229.39' (N)
INV.=229.10' (SW)
RCP
36" 24" RCPTOP=240.38'
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=243.10'
CONC HW
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP
234 235235236
236
2362362364" PVC237237
237237 237237
237
2
3
7
23723724" RCPS
24" RCP
2382382
3
8
238238
238
238
23823823836" RCPS
72" CHLK72" CHLK2
3
9
2392392392392392392
3
9
2
3
9
23
92402402402402402402402402
4
0
240
240240S
8" PVC8" PVC8
"
P
VC241241 2412
4
1
2412
4
1
2
41
241
2 4 1242242 2422422422422
4
2
242
242
242242
2
4
2S
15" RCP243243243243243243243243243 243
243
2
4
3
2
4
3
243243SASPHALT244244244
244
244244
244
244244245245
245
245
2
4
5
245
245
2
4
5
246246246
246246
246 246246246247247247 247247247247247
247247
HH

W
#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
FH
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
PINE WOODS
PINE WOODS
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)U.S. ARMY CORPS OF ENGINEERSSCAT_CG705.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_CG705.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020A
SDMH-2SDMH-1
36"36"
3
6"
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
CG705 CG706
CG707 CG708
KEY MAP
CG705S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 1PRE-INITIAL PHASE1
SEQUENCE NOTES
PRE-INITIAL
2
3
4
5
6
7
8
9
2
2
2
4
4
4
FOR INITIAL PLAN.
PRE-INITIAL CAN BE REMOVED IN PREPARATION
TEMPORARY DIVERSION AND CHECK DAMS FROM
INSTALLED IN PRE-INITIAL PLAN. ONCE INSTALLED
ALL STORM WATER BYPASS PIPING SHALL BE
WITH WEATHER PERMITTING.
IN STORM BYPASS LINE DURING DRY CONDITION
CONTRACTOR TO MAKE FINAL CONNECTIONS
F - G .
INSTALL STORM PIPING FROM C - D , E - F AND
DAMS.
INSTALL TEMPORARY DIVERSIONS WITH CHECK
DRIVE
EDGE OF SITE TO WEST SIDE EXISTING SERVICE
BACKFILL EXISTING SWALE FROM WESTERN
TEMPORARY 36" HEADWALL WITH INLET PROTECTION.
INSTALL STORM PIPING FROM A TO B WITH
INSTALL CHECK DAMS IN EXISTING SWALE.
INSTALL SILT FENCE AROUND SITE.
INSTALL CONSTRUCTION ENTRANCES.
GENERAL NOTES
PROTECTION
ROCK PIPE INLET
ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 17,100 CF
SEDIMENT STORAGE REQ'D : 16,920 CF
DISTURBED DRAINAGE AREA: 4.7 acres
TOTAL DRAINAGE AREA: 44.4 acres
DELINEATION 17,100 CF
SEDIMENT STORAGE
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
83207
#79438
PPL
TPED
RAP
RIP
RAP
RIP
RAP
RIP
18" RCP
240 240241241241
241
241 241241241241241CONC DITCH
CONC DITCH
CONC DITCH 242242242242242242
242
242 242242242242 24218" RCP15" RCP
243243243243243243243
243
2
4
3243 243243 243243243243244
244244244244
244244244
244244244
244244244 244244244244244
1 5 " RCP245245
245
245 245245245245245245245
245245 245245245
245245245245245245245ASPHALTASPHALTASPHALT15" RCP
246246246246246246246246246
246
246 246246246246246246246246246246246246
24615" RCP
S
15" CPP
T 2472
4
7 2472472
4
7
24
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
18" RCPC
PP
1
8
" 15" CPPS
248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248T
249
249249
249249249
249 249249249249249
24924918" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
2512512512512512
5
1 251251 T
252WV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
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
CONCCONCCONC
GRAVEL
GAZEBO
TRAINING AREA
95TH COUNTER IED
PINE WOODS
PINE WOODS
PINE WOODS
GRAVEL
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES 24" RCPWW
HW
WW
FES
INV.=241.14'
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=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_CG706.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_CG706.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020B
C
G F
SDMH-4
SDMH-5
SDMH-3
HW-4
SDMH-6
36"
36"36"36"36"
D
E
TD
TDTDTD-1
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
CG705 CG706
CG707 CG708
KEY MAP
CG706S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 2PRE-INITIAL PHASE1
SEQUENCE NOTES
PRE-INITIAL
2
3
4
5
6
7
8
9
1
2
2
2
2
4 4
6
6
7
7
7
8
8
8
GENERAL NOTES
PROTECTION
ROCK PIPE INLET

ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 9,200 CF
SEDIMENT STORAGE REQ'D : 9,000 CF
DISTURBED DRAINAGE AREA: 2.5 acres
TOTAL DRAINAGE AREA: 25.7 acres

DELINEATION 9,200 CF
SEDIMENT STORAGE
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
FOR INITIAL PLAN.
PRE-INITIAL CAN BE REMOVED IN PREPARATION
TEMPORARY DIVERSION AND CHECK DAMS FROM
INSTALLED IN PRE-INITIAL PLAN. ONCE INSTALLED
ALL STORM WATER BYPASS PIPING SHALL BE
WITH WEATHER PERMITTING.
IN STORM BYPASS LINE DURING DRY CONDITION
CONTRACTOR TO MAKE FINAL CONNECTIONS
F - G .
INSTALL STORM PIPING FROM C - D , E - F AND
IS INSTALLED.
DAMS. BACKFILL AFTER STORM WATER BYPASS
INSTALL TEMPORARY DIVERSIONS WITH CHECK
DRIVE
EDGE OF SITE TO WEST SIDE EXISTING SERVICE
BACKFILL EXISTING SWALE FROM WESTERN
TEMPORARY 36" HEADWALL WITH INLET PROTECTION.
INSTALL STORM PIPING FROM A TO B WITH
INSTALL CHECK DAMS IN EXISTING SWALE.
INSTALL SILT FENCE AROUND SITE.
INSTALL CONSTRUCTION ENTRANCES.
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.RECP
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN24" RCP18" RCPASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
CONC
CONC
15" RCPINV.=230.37'
INV.=231.70'
INV.=231.89' (NW)
INV.=232.65' (S)
INV.=232.40' (N)
TOP=236.85'
RAP
RIP
CONC HW
6" CPP231232233
233234234
234
235235
235
235 235236236236
236236 2362368" PVC237237237
237237237 2372372372372378" PVC238238238238238238238
238
238
238238238238238
2382382388" PVC10" PVC
8" PVC
GATE
72" CHLK
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK239239239239239239
239
239
239
2392392
3
9
2
3
9
2392392
3
9
239239239239GATE
BOL
BOL (10)GATE
239.87
240
240240
240240240240240240240240240240240240
240
240
240
24024015" RCP2
4
1
241
241241241241241241241241241241241
241
241
241
241241241241241241241
2
4
1 8" PVC2
42
2422422422422422
4
2
242242
242
242
242
242
242242242242
24210" PVC8" PVC8" PVC243243243243243243243243
243243
243
2
43
243
243
243243244244244244244244
244244244
244
2
4
4
244
244244
6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#79145
PPL
83104
#79144
PPL
TOP=241.84'
INV.=234.08' (N)
INV.=234.08' (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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)
PILE
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PP
GUY
PP
PP
GUYPINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS U.S. ARMY CORPS OF ENGINEERSSCAT_CG707.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_CG707.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
CG705 CG706
CG707 CG708
KEY MAP
CG707S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 3PRE-INITIAL PHASE1
SEQUENCE NOTES
PRE-INITIAL
2
3
4
5
6
7
8
9
FOR INITIAL PLAN.
PRE-INITIAL CAN BE REMOVED IN PREPARATION
TEMPORARY DIVERSION AND CHECK DAMS FROM
INSTALLED IN PRE-INITIAL PLAN. ONCE INSTALLED
ALL STORM WATER BYPASS PIPING SHALL BE
WITH WEATHER PERMITTING.
IN STORM BYPASS LINE DURING DRY CONDITION
CONTRACTOR TO MAKE FINAL CONNECTIONS
F - G .
INSTALL STORM PIPING FROM C - D , E - F AND
DAMS.
INSTALL TEMPORARY DIVERSIONS WITH CHECK
DRIVE
EDGE OF SITE TO WEST SIDE EXISTING SERVICE
BACKFILL EXISTING SWALE FROM WESTERN
TEMPORARY 36" HEADWALL WITH INLET PROTECTION.
INSTALL STORM PIPING FROM A TO B WITH
INSTALL CHECK DAMS IN EXISTING SWALE.
INSTALL SILT FENCE AROUND SITE.
INSTALL CONSTRUCTION ENTRANCES.
2
2
2
5
GENERAL NOTES
3
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
BOL
247.53'
TOP=
TMH
15" RCPDRIVE
ROCK
TPED
ASPHALT
RAP
RIP
RAP
RIP
RAP
RIP
42" RCP
8" PVC
239
239239239
240
240240240240240RCP
18"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241CONC DITCH
242 242
242242242242242242242242242242
24224224224224224224224
2 242242
242242242242242242242242242243
243243243243243243243
243
243243243243243
243243243243243243243243243
243243243243243243243244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 24424415" RCP15" RCP6" PVC6" PVC245245245245245245
245245245245245245245245245245245245245 245245245245245245245245 245245245
ASPHALT
ASPHALTASPHALTASPHALTASPHALTT
246246246246246246246246246246246246246246246246246
2468" PVC8" PVC247247247
2
4
7
247247247247247 247247
247
247
247247 8" PV
C
W
T
248CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
LVL B
DUCT BANK
EMPTY COMM
FH
WVFENCE (ABANDONED)FENCE (ABANDONED)PILE
DEBRIS
PINE WOODS
PINE WOODS
UKN
CONC PAD
EJB ON
PAD
CONC
EJB ON
UKN
15" RCPFES FES
INV.=244.05'
FES
INV.=244.13'
DRAIN
TRENCH
INV.=246.58'
238.85'
INV.=
238.40'
INV.=
WW
HW
WW
WW
WW
HW
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'
INV.=244.54' (S)
INV.=244.58' (E)
DI
TOP=246.80'
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_CG708.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_CG708.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HW-5
HW-7
HW-8
RR
TD-2TD
T
DT
D
242
242
243
243 2442
4
4
244
244
245
245
245
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
CG705 CG706
CG707 CG708
KEY MAP
CG708S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 4PRE-INITIAL PHASE1
SEQUENCE NOTES
PRE-INITIAL
2
3
4
5
6
7
8
9
FOR INITIAL PLAN.
PRE-INITIAL CAN BE REMOVED IN PREPARATION
TEMPORARY DIVERSION AND CHECK DAMS FROM
INSTALLED IN PRE-INITIAL PLAN. ONCE INSTALLED
ALL STORM WATER BYPASS PIPING SHALL BE
WITH WEATHER PERMITTING.
IN STORM BYPASS LINE DURING DRY CONDITION
CONTRACTOR TO MAKE FINAL CONNECTIONS
F - G .
INSTALL STORM PIPING FROM C - D , E - F AND
DAMS.
INSTALL TEMPORARY DIVERSIONS WITH CHECK
DRIVE
EDGE OF SITE TO WEST SIDE EXISTING SERVICE
BACKFILL EXISTING SWALE FROM WESTERN
TEMPORARY 36" HEADWALL WITH INLET PROTECTION.
INSTALL STORM PIPING FROM A TO B WITH
INSTALL CHECK DAMS IN EXISTING SWALE.
INSTALL SILT FENCE AROUND SITE.
INSTALL CONSTRUCTION ENTRANCES.
1
2
2
2
2
3
5
5
6
GENERAL NOTES
PROTECTION
ROCK PIPE INLET
ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 450 CF
SEDIMENT STORAGE REQ'D : 396 CF
DISTURBED DRAINAGE AREA: 0.11acres
TOTAL DRAINAGE AREA: 0.90 acres
DELINEATION 9,200 CF
SEDIMENT STORAGE

DELINEATION 450 CF
SEDIMENT STORAGE
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
GL1 RECP
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
24" RCPCHILLER
BOX
HOT
BOL
FH
WV
WM ASPHALTBOLBOL
BOL
BOL BOL
CONC
CONC
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=229.39' (N)
INV.=229.10' (SW)
RCP
36" 24" RCPTOP=240.38'
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=243.10'
CONC HW
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP
234 235235236
236
2362362364" PVC237237
237237 237237
237237
2
3
7
237237S
24" RCP
2382382
3
8
238238
238
238238
23823823836" RCPS
72" CHLK72" CHLK2
3
9
2392392392392392392
3
9
2
3
9
23
92402402402402402402402402
4
0
240
240240S
8" PVC8" PVC8
"
P
VC241241 2412
4
1
2412
4
1
2
41
241
2 4 1242242 2422422422422
4
2
242
242
242242
2
4
2S
15" RCP243243243243243243243243243 243
243
2
4
3
2
4
3
243243SASPHALT244244244
244
244244
244
244244245245
245
245
2
4
5
245
245
2
4
5
246246246
246246
246 246246246247247247 247247247247247
247247
HH

W
#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
FH
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
PINE WOODS
PINE WOODS
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)U.S. ARMY CORPS OF ENGINEERSSCAT_CG710.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_CG710.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020T
D
TD TD
SDMH-1
3
6"
36"
SDMH-2TDTDTDGI-3
GI-4
GI-5 236236236
236
TD
TD
TOP 36" RCP 236.21
EL 236.46
239
RR
240240239.5
236
236
240
240240240240
242
242
2 4 2
BASIN 1
SEDIMENT
TEMPORARY
243
243245245245245
DC
STAGING AREA
CONTRACTOR
TD-4
TD-4
TD-5
BAFFLE
TD-3
BAFFLE
BAFFLE
TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
BASIN 1
SEDIMENT
TEMPORARY
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
STAGING AREA
CONTRACTOR
AREA
SOIL STOCKPILE
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
STAGING AREACONTRACTOR
TD-4
TD-4
TD-4
TD-5
TD-6
TD-7
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
TD-7
CG710 CG711
CG712 CG713
KEY MAP
BASIN 3
SEDIMENT
TEMPORARY
CG710S.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"
SKIMMER
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 1INITIAL PHASEGENERAL NOTES
PROTECTION
ROCK PIPE INLET
ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 17,100 CF
SEDIMENT STORAGE REQ'D : 16,920 CF
DISTURBED DRAINAGE AREA: 4.7 acres
TOTAL DRAINAGE AREA: 44.4 acres
PRE-INITIAL PLAN ONLY
SPILLWAY
20' WIDE EMERGENCY

TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
STORM MANHOLE
CONNECT TO EXISTING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
RECP
RECPRECP
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
83207
#79438
PPL
TPED
RAP
RIP
RAP
RIP
RAP
RIP
18" RCP
240 240241241241
241
241 241241241241 241241CONC DITCH
CONC DITCH
CONC DITCH 242242242242242242
242
242 242242242242 24218" RCP15" RCP
243243243243243243243
243
2
4
3243243 243243 243243243243244
244244244244
244244244
244244244244
244244244 244244244244244
1 5 " RCP245245
245
245 245245245245245245245
245245 245245245
245245245245245245245ASPHALTASPHALTASPHALT15" RCP
246246246246246246246246246246
246
246 246246246246246246246246246246246246
24615" RCP
S
15" CPP
T 2472
4
7 2472472
4
7
24
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
18" RCPC
PP
1
8
" 15" CPPS
248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248T
249
249249
249249249
249 249249249249249
24924918" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
2512512512512512
5
1 251251 T
252WV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONC
GRAVEL
GAZEBO
TRAINING AREA
95TH COUNTER IED
PINE WOODS
PINE WOODS
PINE WOODS
PINE WOODS
GRAVEL
6" PP
INV.=246.58'
DIRECTION ONLY
INV.=244.14'
FES
INV.=239.77'
FES 24" RCPWW
HW
WW
FES
INV.=241.14'
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=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_CG711.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_CG711.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020TD
TD
SDMH-3
36"36"
SDMH-4
36"
SDMH-5
36"244
244
245
245
STAGING AREA
CONTRACTOR
DC
DC
DC
DC
TD-4
TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
BASIN 1
SEDIMENT
TEMPORARY
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
STAGING AREA
CONTRACTOR
AREA
SOIL STOCKPILE
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
STAGING AREACONTRACTOR
TD-4
TD-4
TD-4
TD-5
TD-6
TD-7
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
TD-7
CG710 CG711
CG712 CG713
KEY MAP
BASIN 3
SEDIMENT
TEMPORARY
CG711S.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"
SHEET NOTES
1
1
1
1
1
1
EXISTING ROADWAY TO ACT AS DIVERSION.
AREA WITH BERM
CONCRETE WASHOUT
4' DEEP, 12' RADIUS
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 2INITIAL PHASEGENERAL NOTES
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
RECP
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN24" RCP18" RCPASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
CONC
CONC
15" 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 2362368" PVC6" PVC
OFF-SITE
237237237
237237237 2372372372378" PVC238238238238238238238
238
238
238238238238238
2382382388" PVC10" PVC
8" PVC
GATE
72" CHLK
GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK239239239239239239
239
239
239
2392392
3
9
2
3
9
2392392
3
9
239239239239GATE
BOL
BOL (10)GATE
239.87
240
240240
240240240240240240240240240240240240
240
240
240
24024015" RCP2
4
1
241
241241241241241241241241241241241
241
241
241
241241241241241241241
2
4
1 8" PVC2
42
2422422422422422
4
2
242242
242
242
242
242
242242242242
24210" PVC8" PVC8" PVC243243243243243243243243
243243
243
2
43
243
243
243243244244244244244244
244244244
244
2
4
4
244
244244
6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#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)
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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)
PILE
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PP
PP
GUYPINE WOODS
PINE WOODS
PINE WOODS U.S. ARMY CORPS OF ENGINEERSSCAT_CG712.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_CG712.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HW-9 235 GI-1
GI-2
HW-9 24"24"
234234235235 235
235235235
235236236T DRR
RR
RR
239
239.5 239.5
240240
240
240240240240240
243243244
244244244244 245
245
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
TD-7
DC
BAFFLE
BAFFLE
BAFFLE
TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
BASIN 1
SEDIMENT
TEMPORARY
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
STAGING AREA
CONTRACTOR
AREA
SOIL STOCKPILE
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
STAGING AREACONTRACTOR
TD-4
TD-4
TD-4
TD-5
TD-6
TD-7
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
TD-7
CG710 CG711
CG712 CG713
KEY MAP
BASIN 3
SEDIMENT
TEMPORARY
CG712S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 3INITIAL PHASESKIMMER
GENERAL NOTES
PROTECTION
ROCK PIPE INLET
ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 7,750 CF
SEDIMENT STORAGE REQ'D : 6,840 CF
DISTURBED DRAINAGE AREA: 1.9 acres
TOTAL DRAINAGE AREA: 17.1 acres
SPILLWAY
30' WIDE EMERGENCY

TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
RECPRECP
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
S
LS BD
LS BD CL*603
LS BD BL*603 LS BD
LS BD
LS BDLS BD
LS BD
UG COMM
UG COMM
LS BDLS BD
LS BD
LS BD
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
LS BD
LS BD
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
EL*607
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD BL*603LS BD CL*603
LS BD
LS BD
LS BD
T
BL*607
CL*607
EL*607
UG COMM
BL*516
COMMT
BL*607
LS BD BL*603 FITNESS AREA
EL*607
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA LS BD FITNESS AREA
HH
UG COMMEL*516
S
BL*700 UG COMM
COMM
UG COMM
T
S
EL*516BL*516
EL*607A
T
EL*607
LS BD
S
S
LS BD
EL*516 UG COMM
UG COMM
UG COMMUG COMM
UG COMM
UG COMM
UG COMM
UG COMM
UG COMM
EL*700 UG COMM
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE DI
UKN UKN
UKN
UKN
UKN
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
BOL
247.53'
TOP=
TMH
15" RCPDRIVE
ROCK
TPED
ASPHALT
RAP
RIP
RAP
RIP
RAP
RIP
42" RCP
8" PVC
239
239239239
240
240240240240240RCP
18"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241CONC DITCH
242 242
242242242242242242242242242242
24224224224224224224224224
2 242242
242242242242242242242242242243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 24424415" RCP15" RCP6" PVC6" PVC245245245245245245
245245245245245245245245245245245245 245245245245245245245245 245245245
ASPHALT
ASPHALTASPHALTASPHALTASPHALTT
246246246246246246246246246246246246246246246246246
2468" PVC8" PVC247247247
2
4
7
247247247247247 247247
247
247
247247 8" PV
C
W
T
248MOUNTAIN VIPER DRIVE
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
FH
WVFENCE (ABANDONED)FENCE (ABANDONED)PILE
DEBRIS
PINE WOODS
PINE WOODS
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.=246.58'
238.85'
INV.=
238.40'
INV.=
WW
HW
WW
WW
WW
HW
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)
243.93'
INV.=
UKN
UKN
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CG713.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_CG713.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HW-7
HW-8
HW-5

RR
RR
RR
238
238
238238240
240
2
4
0240240240
240
240
240240241
241
241241
242
242
243
243
243
243
244
244
2442
4
4
244
244
245
245 245245245
245
245
AREA
SOIL STOCKPILE
DC
DC
DC
TD-6
BAFFLEBAFFLEBAFFLETD-7
BASIN 3
SEDIMENT
TEMPORARY
TD
TD TD
TD
TD
HW-9 HW-7
HW-8
SDMH-1
36"
36"
SDMH-2
SDMH-336"36"
SDMH-4
HW-5
36"
SDMH-5
36"TD TDGI-3
GI-5
235234234235235 235235235235236236236236236
TD
TD
TD
RR
RR
RR
RR
TOP 36" RCP 236.21EL 236.46
239
RR
238
238
238238240240
239
239.5 239.5
236
236
240240
240240
240 240240240
240240240240
240
240
240240240240240241
241
241241
242
242
242242
BASIN 1
SEDIMENT
TEMPORARY
243
243
243
243
243243
243
243
244
244
244
244
244 244
244244
244
244244244245
245245 245245245245245245245245
245
245
245
N
STAGING AREA
CONTRACTOR
AREA
SOIL STOCKPILE
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
BASIN 2
SEDIMENT
TEMPORARY
STAGING AREACONTRACTOR
TD-4
TD-4
TD-4
TD-5
TD-6
TD-7
BAFFLE
BAFFLE
BAFFLEBAFFLEBAFFLEDC
BAFFLE
BAFFLE
BAFFLE
TD-7
CG710 CG711
CG712 CG713
KEY MAP
BASIN 3
SEDIMENT
TEMPORARY
CG713S.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"
SKIMMER
SHEET NOTES
1
2
3 GRADE DEBRIS TO ALLOW FLOW TO SEDIMENT BASIN.
REMOVE OR BYPASS EXISTING CULVERT.
EXISTING ROADWAY TO ACT AS DIVERSION.
1
1
1
3
2
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 4INITIAL PHASEGENERAL NOTES
PROTECTION
ROCK PIPE INLET
ROCK INLET PROTECTION
SEDIMENT STORAGE PROVIDED: 450 CF
SEDIMENT STORAGE REQ'D : 396 CF
DISTURBED DRAINAGE AREA: 0.11 acres
TOTAL DRAINAGE AREA: 0.90 acres
SPILLWAY
20' WIDE EMERGENCY
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
RECP RECPGL1
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
S
P
P
S
23842" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
GATE
BOL
BOL (10)GATE
239.87
240240240
S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD 18" RCP15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243 243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
COMM
UG COMM
T
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
24" RCPOWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
POL STORAGEORG STORAGE "A"FF EL 246.25CHILLER BOX
HOT
BOL
FH
WV
WM
BOLBOL
BOL
BOL BOL
CONC
CONC
SDMH-2SDMH-1 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"
36"
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
WWWWW
FWFWFW FW+
GI-324"30"24"6"
6"
6"6"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"
INV.=229.24'
INV.=232.92'
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=231.40' (SE)
INV.=231.35' (NW)
INV.=233.52' (S)
INV.=233.79' (NW)
INV.=232.26' (S)
INV.=231.89' (NW)
INV.=229.39' (N)
INV.=229.10' (SW)
RCP
36" 24" RCPTOP=240.38'
TOP=238.89'
TOP=240.84'
TOP=240.94'
TOP=240.20'
TOP=237.40'
TOP=236.43'
TOP=236.32'
TOP=243.10'
CONC HW
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP
234 235235236
236
2362362364" PVC237237
237237 237237
237237
2
3
7
23723724"
RCPS
24" RCP
2382382
3
8
238238
238
238238
23823823836" RCPS
72" CHLK72" CHLK239
2
3
9
2392392392392392392
3
9
2
3
9
2
3
9
240240240240240 240240
2402402
4
0
240
240240S
24"8" PVC8" PVC8
"
P
VC241241241241 2
4
1
2412
4
1
2
4
1
241
2 4 1
24224224224224224224224
2
242
242
242242
2
42
S
15" RCP
243243243243243243243243243243
243
243
2
4
3
2
4
3
243243S244244244244
244
244244
244
244244245
245
245245245245245
245
245
2
4
5
245
245
2
4
5
246
246
246246246
246246246246
246246
246 246246246247247247247 247247247247247
247247
HH

W
#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
FH
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONC
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
TOP=242.56'
INV.=235.94' (E)
INV.=235.66' (W)U.S. ARMY CORPS OF ENGINEERSSCAT_CG720.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_CG720.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020GI-3
GI-4
GI-5 235235236236236
236
RR
239.5
RR
240240240240
BASIN 1
SEDIMENT
TEMPORARY
245245
BAFFLE
BAFFLE
BAFFLE
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25HW-9
GI-3
GI-4
GI-5
234234235235 235235235235235235235
235236236236
236
236
236
RR
RR
RR
237
237
RR
RR
RR
238
238
238238239
239.5
239.5 239.5
RR
RR240240
240
240240240240240
240
240
240
240240240240240240 241
241242 242
243
243244
244 244
244 244244244244245
245
245 245 245
245
N
RR
RR
BAFFLEBAFFLEBAFFLEBAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
CG720 CG721
CG722 CG723
KEY MAP
CG720S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 1INTERMEDIATE PHASEGENERAL NOTES
SPILLWAY
20' WIDE EMERGENCY

SKIMMER
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARINGSEQUENCING NOTES
TEMP. SEDIMENT BASIN #1
ITEMS IN THE VICINITY OF THE ORG. STORAGE "A" BUILDING.
TO THE FINAL EARTHWORK AND CONSTRUCTION OF ALL
POND SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR
WATER IS DIRECTED TO THE POND. THE BIORETENTION
SITE STORMWATER PIPING IS IN PLACE AND THE STORM-
THE FINAL PERMANENT BIORETENTION POND ONCE THE
TEMPORARY SEDIMENT BASIN #1 SHALL TRANSITION TO
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
S
P
P
S
23842" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
GATE
BOL
BOL (10)GATE
239.87
240240240
S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD 18" RCP15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243 243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
COMM
UG COMM
T
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
83207
#79438
PPL
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
6"6"6"8"
8"8"8"6"6"6"6"
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-1
18" RCP
240 240241241241
241
241 241241241241 241241CONC DITCH242242242242242
242
242
242 242242242242 242243243243243243243243
243
2
4
3243243 243243 243243243243244
244244244244
244244244
244
2
4
4244244244244244 244244244244244
1 5 " RCP245245245245245245
245
245 245245245245245245245
245245 245245245
245245245245245245245246
246
246
246
246 246
246246246246246246246246246246246246246246
246
246 246246246246246246246246246246246246
24615" CPP
T
247
2472472
4
7 2472472
4
7
247
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
18" RCPCP
P
1
8
" 15" CPPS248248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248T 250249249
249249
249249249
249 249249249249249
249249S
S
250250250
250250
250 250250250
250250250250250250
T

W
251
2512512512512512
5
1 251251 T
252WV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONC
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_CG721.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_CG721.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020SDMH-5
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25HW-9
GI-3
GI-4
GI-5
234234235235 235235235235235235235
235236236236
236
236
236
RR
RR
RR
237
237
RR
RR
RR
238
238
238238239
239.5
239.5 239.5
RR
RR240240
240
240240240240240
240
240
240
240240240240240240 241
241242 242
243
243244
244 244
244 244244244244245
245
245 245 245
245
N
RR
RR
BAFFLEBAFFLEBAFFLEBAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
CG720 CG721
CG722 CG723
KEY MAP
CG721S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 2INTERMEDIATE PHASEGENERAL NOTES
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
S
P
P
S
23842" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
GATE
BOL
BOL (10)GATE
239.87
240240240
S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD 18" RCP15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243 243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
COMM
UG COMM
T
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN24" RCP18" RCPHAZ STORAGE
ASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
CONC
CONC
GI-1
GI-2
WWWW8"8"6"
8"8"
HW-9 24"15" 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 2362368" PVC6" PVC
OFF-SITE
237237237
237237237 2372372372378" PVC238238238238238238238238
238
238
238238238238238
2382382388" PVC10" PVC
8" PVC 72" CHLK72" CHLK72" CHLK72" CHLK239239239239239239
239
239
239
2392392
3
9
2
3
9
2392392
3
9
239239239GATE
BOL
BOL (10)GATE
239.87
240240
240240
240240240240240240240240240240240240
240
240
240
2402402432
4
1
241
241241241241241241241241241241241
241
241
241
241241241241241241241
2
4
1 8" PVC242
2
42
2422422422422422422
4
2
242242
242
242
242
242
242242242242
24210" PVC8" PVC8" PVC243
243 243243243243243243243243
243243
243
2
43
243
243
243243243
244 244244244244244244244
244244244
244
2
4
4
244
244244
6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#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)
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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)U.S. ARMY CORPS OF ENGINEERSSCAT_CG722.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_CG722.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HW-9HW-9 234234235235 235
235235235235
235
236
236
RRRR
RR
237
RR
239
239.5 239.5
240240240
240
240240240240240242
243 244
244
244244244244
245
245
BASIN 2
SEDIMENT
TEMPORARY
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25HW-9
GI-3
GI-4
GI-5
234234235235 235235235235235235235
235236236236
236
236
236
RR
RR
RR
237
237
RR
RR
RR
238
238
238238239
239.5
239.5 239.5
RR
RR240240
240
240240240240240
240
240
240
240240240240240240 241
241242 242
243
243244
244 244
244 244244244244245
245
245 245 245
245
N
RR
RR
BAFFLEBAFFLEBAFFLEBAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
CG720 CG721
CG722 CG723
KEY MAP
CG722S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 3INTERMEDIATE PHASEGENERAL NOTES
SPILLWAY
20' WIDE EMERGENCY
SKIMMER
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SEQUENCING NOTES
TEMP. SEDIMENT BASIN #2
ITEMS IN THE VICINITY OF THE CONCRETE HARDSTAND.
TO THE FINAL EARTHWORK AND CONSTRUCTION OF ALL
SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR
WATER IS DIRECTED TO THE POND. THE WET POND
SITE STORMWATER PIPING IS IN PLACE AND THE STORM-
THE FINAL PERMANENT WET POND #1 ONCE THE
TEMPORARY SEDIMENT BASIN #2 SHALL TRANSITION TO
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
RECP
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
S
P
P
S
23842" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
GATE
BOL
BOL (10)GATE
239.87
240240240
S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD 18" RCP15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243 243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
COMM
UG COMM
T
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
BOL
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"8" PVC
239
239239239
240240240
240240240240240RCP
1
8"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241242
242
242 242
242242242242242242242242242242
2422422422422422422422
42 242242
242242242242242242242242242243
243
243
243 243243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243245244
244
244
244 244244244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 24424415" RCP15" RCP6" PVC6" PVC245245245
245
245
245 245245245245245245
245245245245245245245245245245245245245 245245245245245245245 245245245
T
246246246246246246246246246246246246246246246246246
2468" PVC8" PVC247247247
2
4
7
247247247247247 247247
247
247
247247 8" PV
C
W
T
248CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
LVL B
DUCT BANK
EMPTY COMM
FH
WV
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
INV.=246.58'
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'
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_CG723.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_CG723.dgn07-JAN-202006:52 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020

RR
237
237
RR
238
238
238238RR
240
240
240240
241
241
242
242
242
243
243
243 2442
4
4
244
244
244
244
245
245
245
245 245
RR
RR
BAFFLEBAFFLEBAFFLEBASIN 3
SEDIMENT
TEMPORARY
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG STORAGE "B"FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"HAZ STORAGE
POL STORAGEORG STORAGE "A"FF EL 246.25HW-9
GI-3
GI-4
GI-5
234234235235 235235235235235235235
235236236236
236
236
236
RR
RR
RR
237
237
RR
RR
RR
238
238
238238239
239.5
239.5 239.5
RR
RR240240
240
240240240240240
240
240
240
240240240240240240 241
241242 242
243
243244
244 244
244 244244244244245
245
245 245 245
245
N
RR
RR
BAFFLEBAFFLEBAFFLEBAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
BAFFLE
CG720 CG721
CG722 CG723
KEY MAP
CG723S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 4INTERMEDIATE PHASEGENERAL NOTES
SPILLWAY
20' WIDE EMERGENCY

SKIMMER
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SEQUENCING NOTES
TEMP. SEDIMENT BASIN #3
ITEMS IN THE VICINITY OF THE CONCRETE HARDSTAND.
TO THE FINAL EARTHWORK AND CONSTRUCTION OF ALL
SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR
WATER IS DIRECTED TO THE POND. THE WET POND
SITE STORMWATER PIPING IS IN PLACE AND THE STORM-
THE FINAL PERMANENT WET POND #2 ONCE THE
TEMPORARY SEDIMENT BASIN #3 SHALL TRANSITION TO
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
GL1 GL2
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
232232S
P
235
235
235235235235
235 235235235235
P
S
238238
238
42" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
239
239
GATE
BOL
BOL (10)GATE
239.87
240240240240240240240 240 240
240240240240240
240
240240240240S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD
15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243
243 243243
243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244 244
244244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
UG COMM
COMMT
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
24" RCPOWSDEADLINE PARKING
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 246.25
ORG STORAGE "B"
POL STORAGEORG STORAGE "A"FF EL 246.25CHILLER
BOX
HOT
BOL
FH
WV
WM
BOLBOL
BOL
BOL BOL
CONC
CONC
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"6"
6"
6"6"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"
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=229.39' (N)
INV.=229.10' (SW)24" RCPTOP=240.38'
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=243.10'
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP
234 235235236
236
2362362364" PVC237237
237237 237237
237237
2
3
7
23723724" RCPS
24" RCP 2382382382382
3
8
238238
238
238238
23823823836" RCPS
72" CHLK72" CHLK239
2
3
9
2392392392392392392
3
9
2
3
9
23
92402402402402402402402402402402402402402402
4
0
240
240240S
24"8" PVC8" PVC8
"
P
VC241241241241 2
4
1
2412
4
1
2
41
241
2 4 1
2422422422422422422422
4
2
242
242
242242
2
4
28" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.243243243243243243243243243243243
243
243
2
4
3
2
4
3
243243S244244244244
244
244244
244
244244245
245
245245245245245
245
245
2
4
5
245
245
2
4
5
246
246
246246246
246246246246
246246
246 246246246247247247247 247247247247247
247247
HH

W
#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
FH
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
BIO RETENTION BASINU.S. ARMY CORPS OF ENGINEERSSCAT_CG730.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_CG730.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020RR
RR
RR
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
CG730 CG731
CG732 CG733
KEY MAP
CG730S.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"
SHEET NOTES
1
SLOPES AND FINISHED GRADE.
PROVIDE SOD TO BIO-RENTENTION AREAS ON SIDE
1
1
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
1
SEDIMENT AND EROSION CONTROL PLAN 1FINAL PHASEGENERAL NOTES
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
232232S
P
235
235
235235235235
235 235235235235
P
S
238238
238
42" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
239
239
GATE
BOL
BOL (10)GATE
239.87
240240240240240240240 240 240
240240240240240
240
240240240240S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD
15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243
243 243243
243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244 244
244244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
UG COMM
COMMT
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"CONC
(102")
WALL
BRICK
TOP=246.58'
TMH
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
BOL
TOP=251.19'
TMH
83207
#79438
PPL
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
6"6"6"8"
8"8"8"6"6"6"6"
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-1
18" RCP
240 240241241241
241
241 241241241241 241241CONC DITCH242242242242242
242
242
242 242242242242 242243243243243243243243
243
2
4
3243243 243243 243243243243244
244244244244
244244244
244244244244
244244244 244244244244244
1 5 " RCP245245245245245245
245
245 245245245245245245245
245245 245245245
245245245245245245245246
246
246
246
246 246
246246246246246246246246246246246246246246
246
246 246246246246246246246246246246246246
24615" CPP
T
247
2472472
4
7 2472472
4
7
24
7
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
18" RCPC
PP
1
8
" 15" CPPS248248
2
4
8
2
4
8 248248248248248248248248248
2482482482482
4
8
248248248248T 250249249
249249
249249249
249 249249249249249
249249S
S
250250250
250250
250 250250250
250250250250250250
T

W
251
2512512512512512
5
1 251251 T
252WV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
DUCT BANK LVL B
EMPTY COMMDUCT BANK LVL B
EMPTY COMM
LVL B
DUCT BANK
EMPTY COMM
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONC
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_CG731.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_CG731.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
CG730 CG731
CG732 CG733
KEY MAP
CG731S.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
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 2FINAL PHASEGENERAL NOTES
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
232232S
P
235
235
235235235235
235 235235235235
P
S
238238
238
42" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
239
239
GATE
BOL
BOL (10)GATE
239.87
240240240240240240240 240 240
240240240240240
240
240240240240S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD
15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243
243 243243
243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244 244
244244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
UG COMM
COMMT
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN24" RCP18" RCPHAZ STORAGE
STORM WATER WET POND #2 MAIN POOL
ASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
CONC
CONC
GI-1
GI-2
WWWW8"8"6"
8"8"
HW-9 24"24"15" 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" CPP231232232232233
233234234
234
235235235
235235235235
235235
235
235 235236236236
236236 2362368" PVC6" PVC
OFF-SITE
237237237
237237237 2372372372372378" PVC238238
238238238238238238238
238
238
238
238238238238238
2382382388" PVC10" PVC
8" PVC 72" CHLK72" CHLK72" CHLK72" CHLK239
239239239239239239
239
239
239
239
2392392
3
9
2
3
9
2392392
3
9
239239239239GATE
BOL
BOL (10)GATE
239.87
240240
240240240240240240240240
240
240240
240240240240240240240240240240240240
240
240
240
2402402432
4
1
241
241241241241241241241241241241
241
241
241
241241241241241241241
2
4
1 8" PVC242
2
42
2422422422422422422
4
2
242242
242
242
242
242
242242242242
24210" PVC8" PVC8" PVC243
243
243
243243
243 243243243243243243243243
243243
243
2
43
243
243
243243243
244 244244
244244244244244244244
244244244
244
2
4
4
244
244244
6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
245245245245245245245245
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#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)
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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)U.S. ARMY CORPS OF ENGINEERSSCAT_CG732.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_CG732.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020RR
RR
RR
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
CG730 CG731
CG732 CG733
KEY MAP
CG732S.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"
SHEET NOTES
1
1
1
1 1
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 3FINAL PHASEGENERAL NOTES
SLOPES AND FINISHED GRADE.
PROVIDE SOD TO WETPOND AREAS ON SIDE
WET POND #1 MAIN POOL
STORM WATER
FOREBAY
WET POND #1
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONC
CONC
CONC
(102")WALLBRICK
WV
WV
FHWV
MARKERGAS
PADCONC
CHILLER
HOT BOX
HOT BOX
MARKERGAS
HOT BOXCHILLERCHILLERBOXHOT
CONC
BOL
BOL
BOL
BOL
BOL
(96" HIGH)12" BLOCK WALL
BOL (2)
CONCGATEBOL (2)
WV FH
FHWV
WM
U/G STEAM LINES (2)
O/H STEAM LINES (2)
O/H STEAM LINES (2)
BOXHOT
ASPHALT
BOLBOL
BOLBOL
BOL
BOL BOL
BOL
83207#79438PPL
BOL
CONC
CONC
CONC
CONC
ASPHALT
#108697EJB
INV.=232.92'
RCP36"
CONC HW
RAPRIP
RAPRIP
RAPRIP
232232S
P
235
235
235235235235
235 235235235235
P
S
238238
238
42" RCP
S
72" CHLK 72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK239
239
239
GATE
BOL
BOL (10)GATE
239.87
240240240240240240240 240 240
240240240240240
240
240240240240S
HHHH
243
241
P
P
LS BD
LS BD CL*603
LS BD BL*603 LS BD
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH
LS BD
LS BDLS BD
LS BD
UG COMM
242242242 UG COMM
LS BD
15" RCPS15" RCP
LS BD
LS BD
LS BD

243
243
243 243243
243
243
243 243243S
ASPHALT
LS BDLS BD LS BDLS BD CL*603LS BD BL*603LS BD
HH
LS BD
P
LS BD
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD
245
244
244
244
244
244
244 244
244244244244
244
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
LS BD
EL*607
P
LS BD
LS BD
LS BDLS BD
LS BD
BL*607
BL*516
LS BD
LS BD
LS BD
245
245
245245245 245245245
245
245
245
245245245245
LS BD
LS BD
LS BD
LS BD
LS BD
ASPHALT
LS BD BL*603 ASPHALTASPHALTASPHALTASPHALT
ASPHALTASPHALT
LS BD CL*603
LS BD
LS BD
LS BD
T
15" RCP
BL*607
246 246
246
246
246
246
246246
246
246
246
246246246 246CL*607
EL*607
UG COMM
BL*516
15" RCPS
COMMT
BL*607
14103
246.77
14098
246.77
LS BD BL*603 FITNESS AREA
EL*607
14102
246.83
14099
246.84
EL*607
LS BD CL*603 FITNESS AREALS BD FITNESS AREA
247
247
247
LS BD FITNESS AREA
14101
247.07
14100
247.09
HH
UG COMM
S
EL*516

W
W
BL*700 UG COMM
P
UG COMM
COMMT
S248
14097
248.20
14096
248.43
EL*516BL*516
EL*607A
T
EL*607
LS BD 25024914095
249.21
S
S
LS BD
14094
249.89
EL*516 UG COMM
25014092
250.03
UG COMM
14093
250.06
UG COMMUG COMM
UG COMM
UG COMM
UG COMM

UG COMM
UG COMM
EL*700 UG COMMW
LS BD BL*603
LS BDCL*603
UG COMM
COMMT
EL*607
P
14420
251.92
14419
252.13
S
14418
253.2114415
253.75
14417
253.7714416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
TOP=240.76'EL HH
TOP=240.58'EL HH
EJB #112830
FH
TOP=243.65'EL HH
WVWV
GV
FH
WV
FH
WVWVWVWV
#79040 83032PPL
#79092 83030PPL
EJB #112501
#110766EJB
EM
PIV
WV
WMVWV
WVWV
#79445 83096PPL
WVWVWVPIVWVWVWVWVWV
FH
WMV
#79454 83356PPL
#79401 83354PPL
#110751EL TRANS
EM
#110749EL TF
#79228 83351PPL
EM
#112896EL TF WV
WV
PIV
WMV WV
FH
#79291 83353PPL
WV
WVWV WV
FH
PIV
#112899EL TF
WV
WV
#79177 83347PPL
WV WV
#110016EL TF
WV
FH
83217#79146 PPL
83160#79145 PPL
83104#79144PPL
83050#79141 PPL
#110025EJB
#110184EJB
83349#79136 PPL
83176#79443 PPL
83136#79444 PPL
83096#79445 PPL
83353#79346 PPL
FH
WV
UKN
UKN
RAPRIP
BLDGWD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
PILEDEBRIS FENCE (ABANDONED)FENCE (ABANDONED)PILEDEBRIS
PILEDEBRIS
PPGUY
PP
PP GUY
GAZEBO
TRAINING AREA95TH COUNTER IED
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
UKN
CONC PADEJB ON
PADCONC EJB ON
UKN
238.85'INV.=238.40'INV.=
WWHW
WWWW
WW
HW
INV.=242.44'TOP=246.51'INV.=236.96' (E)INV.=236.96' (W)TOP=242.56'INV.=235.94' (E)INV.=235.66' (W)
UKN
UKN
UKN
WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
BOL
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
42" RCP
8" PVC
239
239239239
240240240 240
240
240
240
240240240240240RCP
18"
241
241
241241241241241241241
241241241241241241241241241241
241241241241241241241241241241241241241242
242
242 242
242242242242242242242242242242
24224224224224224224224224
2 242242
242242242242242242242242242243
243
243
243 243243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243245244
244
244
244
244
244 244244244244244244244244244244244
244244244244244
244244244244244244244244244244244244
244 244
244
244244244244 24424415" RCP15" RCP6" PVC6" PVC245245245
245
245
245
245 245245245245245245
245245245245245245245245245245245245245 245245245245245245245245 245245245
T
246246246246246246246246246246246246246246246246246
2468" PVC8" PVC247247247
2
4
7
247247247247247 247247
247
247
247247 8" PV
C
W
T
248CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
FH
WV
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
DIRECTION ONLY
DRAIN
TRENCH
INV.=246.58'
238.85'
INV.=
238.40'
INV.=
WW
HW
WW
WW
WW
HW
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)
243.93'
INV.=
UKN
UKN
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CG733.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_CG733.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020RR
RR
RR
RR
RR
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
CG730 CG731
CG732 CG733
KEY MAP
CG733S.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"
SHEET NOTES
1
11
LEGEND
DC
RECP
GL1
SF
CRS
TS
RR
TD
SL1
SEDIMENT AND EROSION CONTROL PLAN 4FINAL PHASEGENERAL NOTES
AND FINISHED GRADE.
PROVIDE SOD TO WET POND AREAS ON SIDE SLOPES
1
TO DETAIL 2, SHEET CG811.
ROCK PIPE INLET PROTECTION. REFER
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
CONSTRUCTION ROAD STABILIZATION
DETAIL 1, SHEET CG809.
RIP RAP LINED CHANNEL. REFER TO
REFER TO DETAIL 1, SHEET CG809
PERMANENT GRASS LINED CHANNEL.
REFER TO SHEET CG806
SOIL STABILIZATION MATTING
SHEET CG803
PROTECTION. REFER TO DETAIL 1,
HARDWARE CLOTH AND GRAVEL INLET
REFER TO DETAIL 1, SHEET CG805
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG807
SKIMMER SEDIMENT BASIN
TEMPORARY SEEDING
REFER TO DETAIL 2, SHEET CG810
TREE PROTECTION FENCE
REFER TO DETAIL 1, SHEET CG804
CONSTRUCTION ENTRANCE
DUST CONTROL
REFER TO DETAIL 1, SHEET CG810
ROCK CHECK DAM
TEMPORARY DIVERSION, REFER TO SHEET CG809
REFER TO DETAIL 2, SHEET CG804
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
SHEET CG809 IMMEDIATELY UPON CONSTRUCTION.
CHANNELS SHALL BE LINED AS PER THE CHART ON
ALL TEMPORARY DIVERSION CHANNELS AND PERMANENT
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
4.
3.
2.

1.
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
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
BOL
247.53'
TOP=
TMH
15" RCPDRIVE
ROCK
ELEV.=249.9'
BH-10
ELEV.=246.2
BH-11
TPED
TPED
CONC
CONC
CONC
CONC
ASPHALT15" RCPELEV.=250.6
BH-9
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.=232.92'
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.=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
RCP
36" 24" RCPTOP=233.29'
TOP=238.89'
TOP=240.20'
TOP=237.40'
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
RAP
RIP
RAP
RIP
RAP
RIP
6" CPP231
23123
1
231232
232
2
32
232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
P
235235
235
235 235235235235235235236236236
236236 236
236
2362362362362
3
6236P
237237237
237237237 237237
237237
2
3
7 237237
237237
237
23723723723723724" RCPS
24" RCP
238238238238238238238238
238
238
2382382
3
8
238238
238
238238
238
238238238
23823823823823842" RCP36" RCPS
GATE
72" CHLK GRAVEL
GRAVEL72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK2
3
9
239239239239239239239239
239
239
239
2392392392392392392
3
9
2
3
9
239
239
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
15" RCPHHHH RCP
18" 241241 2412
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
241 241241241241P
P
CONC DITCH
CONC DITCH
CONC DITCH
CONC DITCH2422422422422422
4
2242
242
242
242242
242
242 242
2422422422422422422422422422422422
4
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
24218" RCP15" RCP
S15" RCP
243243243243243243243243243243
243
243
2
4
3
2
43
243
243 243243243243243243243243243243243243243243243
243243
243
2
43
243
243
243
243
243243243243243243243243243
243
2
43243243
243243243243
243243243243243243243243243243243243 243243243243
243243243243243243243243 243243S
ASPHALTHH
P244244244
244
244244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
244
2
4
4244244244244244244
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
15 " RCP
15" RCPP 6" PVC6" PVC245245
245245245245245245
245245245245245245245
245
245
2
4
5
245
245
24
5
245
245 245245245245245245245245245245 245245245245245245245
245245 245245245
245245245245245245245245245 245245245245245
245245245245
245245245245245
ASPHALT
ASPHALT
ASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTT
15" RCP
24624624624624
6246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 246246246246246246246246
24624624615" RCP
S
15" CPP
T
14103
246.77
14098
246.77
14102
246.83
14099
246.84
S
2472472472472
4
7
2
4
7
247247247247247247247247
24
72472
47
247
247247247247247247247
247247 247247247
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
14101
247.07
14100
247.09
HH
S
8"
PVC

W
W
P
T18" RCPCPP
18" 15" CPPS
248
248
248 248248248248248248248248248
248248248248248
24824824824824814097
248.20
14096
248.43
T
249
249249
249249249
249 249249249249249
249249
18" RCP
14095
249.21
S
S
14094
249.89250250250250
250 250250250
250250250250250250
14092
250.03
14093
250.06
T

W
251
251251251251251251 251251 T
P
14420
251.92
25214419
252.13 RCP18" S
14418
253.21
14415
253.75
14417
253.77
14416
254.00
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
INV.=214.81'
FH
WV
WV
GV
FH
WV
FH
WVWV
WV
WV
PIV
WV
WMV
WV
WV
WV
WV
WV
WV
PIVWV
WV
WVWV
WV
FH
WMV
TOP=247.09'
TEL HH
WV
WV
PIV
WMV WV
FH
WV
WV WV
WV
FH
PIV
WV
WV
WV WV
WV
FH
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCPDI
DI
DI
DI
DI
28"x44" RCP
28"x44" RCP
TOP=226.11'INV.=214.82'
TOP=224.30'
INV.=217.59' (NW)
DI
24" RCPINV.=217.59' (S)24" 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
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 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 U.S. ARMY CORPS OF ENGINEERSSCAT_CG750.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_CG750.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020TO THE NORTH OF THE PROJECT.
CONTROL FROM DEVELOPMENT
FROM STORM WATER QUANTITY
RUNOFF INCLUDES OVERFLOW
SITE VIA STORM WATER PIPE.
WILL BYPASS THE PROJECT
OFFSITE RUNOFF THAT
TO THE EAST OF THE PROJECT.
CONTROL FROM DEVELOPMENT
FROM STORM WATER QUANTITY
RUNOFF INCLUDES OVERFLOW
SITE VIA STORM WATER PIPE.
WILL BYPASS THE PROJECT
OFFSITE RUNOFF THAT
TO THE EAST OF THE PROJECT.
CONTROL FROM DEVELOPMENT
FROM STORM WATER QUANTITY
RUNOFF INCLUDES OVERFLOW
SITE VIA STORM WATER PIPE.
WILL BYPASS THE PROJECT
OFFSITE RUNOFF THAT
DRAINAGE AREA = 23.4 Ac
TOTAL APPROXIMATE
LANE TO THE EAST.
NORTH BOUND BY CHAOS
NEW DAWN DRIVE TO THE
DRIVE TO THE SOUTH TO
NORTH, MOUNTAIN VIPER
THE PARKING LOT TO THE
DRAINAGE AREA INCLUDES
SITE VIA STORM WATER PIPE.
WILL BYPASS THE PROJECT
OFFSITE RUN-OFF THAT
PRE-DEVELOPMENT
Q100= 133.3
Q25 = 86.1
Q10 = 59.9
Q2 = 23.6
Q1 = 13.4
PEAK FLOW (CFS)
TOC = 15 MIN
WEIGHTED CN: 66
HYDROLOGIC SOIL GROUP B
DRAINAGE AREA = 22.9 Ac
CG750S.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'PRE DEVELOPED HYDROLOGYPRE DEVELOPED HYDROLOGY
ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1
ELEV.=244.0'
BH-1724" RCP18" RCPASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
WV
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
BOL
TOP=251.19'
TMH
BOL
247.53'
TOP=
TMH
15" RCPTPED
TPED
CONC
CONC
CONC
CONC
15" RCP224
S
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
3
1231232
23223
2
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
2
37 237237
237237
237
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
239239239239239239
2
3
9
2
3
9
239
239
239
2392392392
3
9
239239239239239239
GATE
BOL
BOL (10)GATE
18" RCP
239.87
2
40
240240240240240
2402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240S
HHHH RCP
18" 241241 241241
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
2
41 241241241241P
P
CONC DITCH242242242242242242
242
242
242
242242
242
242 242
24224224224224224224224224224224224
2
242242
242
242
242
242
242242242242242242242242242242
242
242
242242242242
242242242242242242242242242 242242
242242242242242242242242242242242242242 242242
242 243243243243243243243243243243
243
243
2
4
3
243
243
243 243243243243243243243243243243243243243243243
243243
243
24
3
243
243
243
243
2432432
43243243243
243243243
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
24
4244244
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
2462462462462
46246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246 246246246246246246246246
24624624615" CPP
T
2472472472472
4
7
2
4
7
247247247247247247247247
2
47
247247
247
247247247247247247247
247247 24724724
7
247247247247247247247
247 247247247247247247247
247
247247
247
247
247247
HH
S
8" PVC

W
W
P
T18" RCPCPP
18
" 15" CPPS
248
248
24
8 248248248248248248248248248
2482482482482
4
8
248248248248248T
249
249249
249249249
249 249249249249249
249249
18" RCP
S
S
250250
250250
250 250250250
250250250250250250
T

W
251
251251251251251251 251251 T
P
252RCP18" S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
INV.=214.81'
FH
WV
WV
GV
FH
WV
FH
WVWV
WV
WV
PIV
WV
WMV
WV
WV
WV
WV
WV
WV
PIVWV
WV
WV
WV
WV
FH
WMV
TOP=247.09'
TEL HH
WV
WV
PIV
WMV WV
FH
WV
WV WV
WV
FH
PIV
WV
WV
WV WV
WV
FH
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)
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
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)
TOP=224.98'24" RCPINV.=213.87' (N)
(STRUCTURE FULL OF WATER)
LVL 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
FH
WV
UKN
UKN
RAP
RIP
BLDG
WD
CONCCONCCONCCONCCONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
8" PVC
UKN 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_CG751.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_CG751.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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 CORDRDRD6"6"6"10"10"10"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"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
2
44245
245
245245245 245245245
245
245
245
245
245245245
246 246
246
246246
246
246246
246
246
246
246246246246246247
247
247248250249250POST-DEVELOPMENT
BASIN #2BASIN #1BASIN #3
Q100 = 130.0
Q25 = 98.8
Q10 = 80.2
Q2 = 50.4
Q1 = 40.2
PEAK FLOW (CFS)
TOC = 8 MIN
WEIGHTED CN: 93
DRAINAGE AREA = 12.6
STORMWATER BASIN #3
Q100 = 43.4
Q25 = 32.8
Q10 = 26.5
Q2 = 16.5
Q1 = 13.1
PEAK FLOW (CFS)
TOC = 8 MIN
WEIGHTED CN: 92
DRAINAGE AREA = 4.2
STORMWATER BASIN #2
Q100 = 53.9
Q25 = 40.5
Q10 = 32.4
Q2 = 19.7
Q1 = 15.3
PEAK FLOW (CFS)
TOC = 8 MIN
WEIGHTED CN: 90
DRAINAGE AREA = 5.6
STORMWATER BASIN #1
HYDROLOGIC SOIL GROUP B
TOTAL DRAINAGE AREA = 22.4 Ac
CG751S.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'POST DEVELOPED HYDROLOGY
U.S. ARMY CORPS OF ENGINEERSSCAT_CG801.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_CG801.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020SITE DESCRIPTION:
:EROSION AND SEDIMENT CONTROL GENERAL NOTES
TOTAL SITE ACREAGE AND TOTAL DISTURBED AREA:
TOTAL DISTURBED (PERMIT) ACREAGE:
TOTAL SITE ACREAGE:
TOTAL IMPERVIOUS AREA (ROOF, PAVEMENT, ETC):
BE MANAGED IN ACCORDANCE WITH FEDERAL, STATE, ARMY AND FORT BRAGG REGULATIONS.
DETERMINE APPROPRIATE MANAGEMENT REQUIREMENTS. IF ANY HAZARDOUS WASTE IS GENERATED IT MUST
CONSTRUCTION ACTIVITIES. ANY WASTE GENERATED MUST UNDERGO A WASTE STREAM ANALYSIS TO
REQUIREMENTS TO PROPERLY MANAGE HAZARDOUS WASTE (RCRA AND TSCA) GENERATED DURING
PERMITTEE WILL FOLLOW FT. BRAGG HAZARDOUS WASTE MANAGEMENT PLAN (HWMP)B. HAZARDOUS WASTE:
FACILITIES MUST BE REGULARLY SERVICED BY A QUALIFIED DOMESTIC WASTE HAULER.
(b) LATRINE PUMPING OF SANITARY AND SEPTIC WASTE MUST BE APPROVED PRIOR TO PUMPING. THESE
SANITARY SEWER AND SEWAGE DISPOSAL ORDINANCE REQUIREMENTS FOR PRIVATE DISPOSAL.
(a) CONTRACTOR MUST OBTAIN A PERMIT PRIOR TO ANY DISCHARGE INTO SEWER SYSTEM TO MEET
STORAGE, TO PROVIDE SECONDARY CONTAINMENT, AND COVERED.
HAZARDOUS MATERIALS/CHEMICALS/WASTE SHOULD BE DESIGNED TO ALLOW FOR SECURE PRODUCT
CONTAINMENT IS REQUIRED FOR ANY REFUELING/TRANSFERRING ACTIVITIES. STORAGE AREAS FOR
OIL AND OTHER PETROLEUM PRODUCTS FROM SPILLING ONTO THE SOIL OR WATER. SECONDARY
CONTAINMENT AS REQUIRED. DRIP PANS SHOULD BE AVAILABLE FOR VEHICLES AND EQUIPMENT TO PREVENT
CHEMICALS AND WASTE MUST COMPLY WITH FT. BRAGG REGULATIONS, INCLUDING SECONDARY
ASSOCIATED WITH TRANSPORTATION OF ANY HAZARDOUS MATERIALS. STORAGE OF HAZARDOUS MATERIAL/
A SPCC PLAN, AND FOLLOW ALL FT. BRAGG AND DEPARTMENT OF TRANSPORTATION (DOT) REGULATIONS
(CONSTRUCTION/OPERATION) PHASE(S) OF THIS PROJECT, THE CONTRACTOR AND/OR PROPONENT MUST HAVE
DURING THE IMPLEMENTATIONSPILL PREVENTION, CONTROL AND COUNTERMEASURES (SPCC) REQUIREMENTS:
FT. BRAGG.
AND ANY OTHER HAZARDOUS SUBSTANCES USED AND/OR STORED BY THE CONTRACTOR/PROPONENT ON
ALL PETROLEUM PRODUCTS, CHEMICAL, HERBICIDES, PESTICIDES, FERTILIZERS, DETERGENTS, PAINTS
ON RECORD AT ALL TIMES FOR SPCC/ISCP AND EPCRA REQUIREMENTS. THE INVENTORY MUST INCLUDE
HAZARDOUS MATERIAL INVENTORY AND MSDS SHOULD BE KEPTA. HAZARDOUS MATERIAL INVENTORY:
WHICH MEETS ALL REQUIREMENTS OF THE GENERAL PERMIT.
PERMITTEE (OPERATOR/CONTRACTOR) SHALL PROVIDE AND IMPLEMENT A SPILL CONTINGENCY PLAN
PRACTICES FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS ARE SUITABLE, THE PRIMARY
TO ENSURE BEST MANAGEMENTB. BMPS FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS:
FOR EMERGENCY ASSISTANCE FROM THE FIRE DEPARTMENT CONTACT 911.
ALL SPILL/RELEASES AND ALL CORRECTIVE ACTIONS TAKEN AFTER A SPILL/RELEASE.
THE CONTRACTOR SHOULD ALSO NOTIFY THE ENVIRONMENTAL MANAGMENT DIVISION AT FT. BRAGG OF
REPRESENTATIVE FOR THE EMD OFFICE.
WILL BE MADE BY FT. BRAGG SPILL/EPCRA PROGRAM MANAGER OR AUTHORIZEDAND/OR OIL
DISCHARGES OF HAZARDOUS SUBSTANCES, HAZARDOUS MATERIALS/CHEMICALS, HAZARDOUS WASTE
NOTE: ALL EXTERNAL NOTIFICATIONS TO NCDENR AND/OR THE NATIONAL RESPONSE CENTER FOR
OPEN BURNING IS NOT AUTHORIZED.OPEN BURNING:
THE NECESSARY VARIANCES AND PERMITS THROUGH NCDENR.
BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING
NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25-FOOT UNDISTURBED STREAM
COLLECT WASTEWATERS FROM THESE CLEANING OPERATIONS.
IN SOME CASES DIVERSION CHANNELS AND SMALL SEDIMENT PONDS MAY BE REQUIRED TO DIRECT AND
LIMITS AND FOR ADDED EFFECTIVENESS, BE POSITIONED CLOSE TO OR ON THE CONTRUCTION ENTRANCE.
PUBLIC ACCESS ROADWAY. ALL WASHING STATIONS MUST BE LOCATED WITH THE LAND DISTURBANCE
RECOMMEND "WASHING STATIONS" BE IMPLEMENTED TO PREVENT SEDIMENT FROM WASHING INTO A
GENERATION OF DUST SHALL BE MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT POSSIBLE.
OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, AND SEDIMENTS AND THEOFF-SITE VEHICLE TRACKING:
ALL OTHER DISTURBED OR GRADED AREAS.
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND FOURTEEN DAYS (14) AS TO
OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
STABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS AS TO THE SURFACE
FOLLOWING INITIAlL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY
PERMANENT GRASSING, MATTING BLANKETS, RIP-RAP PROTECTION, ETC.
STORMWATER POLLUTANTS FOR POST CONSTRUCTION WILL BE CONTROLLED BY THE IMPLEMENTATION OF

GRASSING, ETC.
APPROVED BMP'S. THESE SHALL INCLUDE SILT FENCE, ROCK DAMS, SEDIMENT TRAPS, CHECK DAMS, TEMPORARY
STORMWATER POLLUTANTS DURING CONSTRUCTION WILL BE CONTROLLED BY THE IMPLENTATION OF VARIOUS
SECTION 404 PERMIT.
WASTE MATERIALS SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE EXCEPT AS AUTHORIZED BY A
TRANSPORTING MATERIALS LIKELY TO GIVE RISE TO AIRBORNE DUSTS.
FOR CONTROL OF DUST. OPEN BODIED TRUCKS SHALL BE COVERED AT ALL TIMES WHEN IN MOTION AND
DUST AT THE CONSTRUCTION SlTE FROM BECOMING AIRBORNE. CONTRACTOR MAY USE WATER OR CHEMICALS
CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO PREVENT THE GENERATION OF FUGITIVE
MANAGEMENT PRACTICES WlTH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.
AMENDMENTS AND REVISIONS TO THIS ES&PC PLAN WHICH MIGHT HAVE A SIGNIFICANT EFFECT ON BEST
CONTRACT SPECIFICATIONS FOR PROPER DISPOSAL REQUIREMENTS.
REGULATIONS. PERMITTEE WILL FOLLOW FT. BRAGG REQUIREMENTS AND INCORPORATED BY REFERENCE
COMPLIANCE WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM
PRIMARY PERMITTEE SHALL ENSURE AND DEMONSTRATE THAT THEIR ESPCP IS INA. WASTE DISPOSAL:
- RIPRAP INLET AND OUTLET PROTECTION TO BE INSTALLED AT ALL STORMDRAINS.
- PERMANENT VEGETATION TO BE INSTALLED IN ALL DISTURBED AREAS.
MATERIALS STORED AND USED AT THE SITE DURING CONSTRUCTION ACTIVITIES.
(a) DESCRIPTION OF MEASUREMENTS TO REDUCE/PREVENT/MINIMIZE SPILL/RELEASES OF HAZARDOUS
OR DRAINS.
MANAGED AND DISPOSED OF. DO NOT DISCHARGE ANY WASTEWATER INTO STORM WATER SEWER SYSTEM
(d) ENSURE ALL WASTEWATER FROM CONSTRUCTION ACTIVITIES AND OR CLEANING OPERATIONS ARE PROPERLY
FOR THIS TYPE OF OPERATION.
INTO SANITARY OR STORM SEWER SYSTEM OR DRAINS. CONTRACTOR MUST DESIGNATE A PROPER WASH AREA
(e) CONCRETE TRUCK PROHIBITIONS AND WASH OUT AREAS: DO NOT DISCHARGE ANY CONCRETE WASTEWATER
OR 432-6412.
ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING PROGRAM AT BLDG 3-1137, 396-3372
USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS,
APPOINTMENT TO PREPARE TO ACCEPT THE ASBESTOS WASTE FOR PROPER DISPOSAL. A LANDFILL
NOTIFIED OR THE LANDFILL MANAGER OR HIS REPRESENTATIVE, 24 HOURS IN ADVANCED TO SCHEDULE AN
IF ASBESTOS IS BEING DISPOSED INTO THE C&D LANDFILL, THE LANDFILL OFFICE (396-6873) SHOULD BE
MANAGED AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.
(c) NO WASTE OR DEBRIS IS TO BE BURIED ON FORT BRAGG PROPERTY. ALL WASTE SHALL BE PROPERLY
FOR WASTE DISPOSAL, PRIOR AUTHORIZATION MUST BE RECEIVED FROM FORT BRAGG DPW.
CONSTRUCTION AND DEMOLITION (C&D) LANDFILL, PERMIT # 26-08. IF AN OFF-SITE LANDFILL IS TO BE USED
DISPOSED PROPERLY. ONLY AUTHORIZED WASTE AND DEBRIS CAN BE DISPOSED IN THE FORT BRAGG’S
THE TREE SHOULD BE CUT CLOSE TO THE STUMP. ALL WASTE, THAT CAN NOT BE RECYCLED, SHOULD BE
TREE HAS A LARGE DIAMETER (EXAMPLE 3 FEET DIA.) IT SHOULD BE CUT TO LENGTHS OF 3 FEET OR LESS.
RECYCLED. TREES AND LIMBS SHOULD BE CUT TO MANAGEABLE SIZE, 4 TO 6 FEET LENGTH. NOTE: IF THE
CONCRETE, BRICK OR BLOCK SHOULD BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE
ARE CONCRETE, BRICK, BLOCK, TREE WASTE, YARD WASTE, SCRAP METAL, CARDBOARD, PALLETS AND DIRT.
DEMOLITION AT FORT BRAGG. ITEMS NORMALLY RECYCLED FROM CONSTRUCTION AND DEMOLITION SITES
(b) THE CONTRACTOR SHOULD RECYCLE WASTE/MATERIALS GENERATED DURING CONSTRUCTION OR
DESCRIPTION AND TIMELINE OF CONSTRUCTION SCHEDULE:
A.DESCRIPTION OF THE NATURE OF THE CONSTRUCTION ACTIVITY:
B.
C.
INHIBITOR, CLEANING COMPOUNDS, HERBICIDES, TERMITICIDES, FUNGICIDES, WEED KILLERS OR PESTICIDES.
WAXES, SHEET ROCK, INSULATION, CARPET, CARPET PADDING, ACETATE, TILE, COOLANT, CORROSION
ACIDS, BASES, OILS, GREASES, ADHESIVES, GLUES, PASTES, SEALANTS, SOLDER, CAULKING, GROUT, PUTTY,
DISPOSED TO THE GROUND INCLUDING PAINT, PAINT PRIMER, PAINT THINNER, PAINT STRIPPER, SOLVENTS,
ANY KIND CAN BE DUMPED TO THE SANITARY SEWER SYSTEM, THE STORM SEWER SYSTEM, OR BE
NO DEMOLITION/CONSTRUCTION WASTE OR EXCESS CONSTRUCTION MATERIALS OFFOR WATER QUALITY:
INCLUDING BUILDING MATERIALS, SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE.
CONTAINERS. CONSTRUCTION WASTE SHALL BE REMOVED ON A CONSISTENT SCHEDULE. SOLID MATERIALS,
(a) THE CONTRACTOR SHALL SELECT A DESIGNATED WASTE COLLECTION AREA AND PROVIDE LIDS FOR WASTE
A WATERWAY.
MAY BE ALLOWED AS LONG AS SEDIMENT OR DIRT IS CONTAINED WITHIN THE SITE AND NOT DISCHARGED INTO
WASTEWATERS BEING DISCHARGED INTO AN APPROVED SANITARY SEWER LINE. VEHICLE EXTERIOR WASHING
THE PRETREATMENT DEVICE MUST BE ABLE TO HOLD ALL CONTAMINANTS PRIOR TOOIL/ WATER SEPERATOR.
UNLESS CONDUCTED IN A DESIGNATED FACILITY/AREA WITH AN OIL/GREASE/SAND TRAP INTERCEPTOR OR AN
NOT AUTHORIZED VEHICLE ENGINE WASHING WITHIN THE CONSTRUCTION SITE IS C. VEHICLE WASHING:
100' FROM ANY WATER SOURCE.
WITHIN OR IN THE VICINITY OF THE CONSTRUCTION SITE/LIMITS. RECOMMENDED DISTANCE OF APPROXIMATELY
STATE WATERS, AND WATERWAYS (INCLUDING DRAINAGE DITCHES AND/OR STORMDRAIN INLETS/CULVERTS)
(INCLUDING PORTA-POTTYS) MUST BE LOCATED OUT OF HIGH FLOW AREAS, AWAY FROM ANY WATER WELLS,
WATER QUALITY; ALL PORTABLE LATRINES, FOOD SERVICE FACILITIES AND WASTE COLLECTION AREAS
FOR ENVIRONMENTAL CONSIDERATIONS TO PROTECTD. SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS:
UPON DISCOVERY.
UP IN THE ENVIRONMENTAL PROTECTION PLAN (EPP). ALL SPILLS WILL BE CLEANED UP IMMEDIATELY
CONTRACTOR TO PROVIDE SPECIFIC INFORMATION OF THEIR EMERGENCY RESPONSE TEAM FOR CLEAN-
CONTRACTOR TO DESCRIBE SPECIFIC MEASUREMENTS AT THE SITE, AND TO SHOW LOCATION MAP.
SITE, TO INCLUDE REMOVAL AND DISPOSAL OF CONTAMINATED MATERIALS.
DISCOVERY. CONTRACTOR IS RESPONSIBLE TO COORIDATE ALL EMERGENCY RESPONSE ACTIONS AT THE
(c) EMERGENCY RESPONSE AND CLEAN-UP PROCEDURE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON
- SEE PLANS.
(b) LOCATION OF HAZARDOUS MATERIAL STORAGE AREAS; INCLUDING TANKS AND REFUELING OPERATIONS.
DISTURBING ACTIVITIES.
AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE
TOTAL CUT (CY YDS - APPROXIMATE):
TOTAL FILL (CU YDS - APPROXIMATE):
BROUGHT IN FROM OFF GOVERNMENT PROPERTY.
REQUIRE REPLACEMENT FROM EXCESS SOIL FROM OTHER SITE EXCAVATIONS OR BE
SOIL MAY BE DISCOVERED DURING THE GRADING AND EXCAVATION PROCESS AND WILL
NOTE: THE CONTRACTOR MAY ASSUME THAT APPROXIMATELY 1,000 CUBIC YARDS OF UNSUITABLE
DAYS FOR SENSITIVE AREAS).
CONTINUED STABILIZATION (REQUIREMENT MAY BE REDUCED TO SEVEN (7)
THE AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE
FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN
APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES WITHIN
6. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER
(REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE AREAS.)
MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION.
AREAS DISTURBED OUTSIDE THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED.
POSSIBLE BUT NOT LATER THAN SEVEN (7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL
AND ANCHORED STRAW MULCH OR OTHER APPROVED STABILIZATION MEASURES AS SOON AS
ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED WITH SOD OR SEED
5. ALL SEDIMENT BASINS, TRAP EMBANKMENTS AND SLOPES, PERIMETER DIKES, SWALES AND
AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM COE INSPECTOR.
OPERATION CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIMES
4. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE
ONTO PUBLIC ROADS SHALL BE REMOVED IMMEDIATELY.
PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL MATERIALS DEPOSITED
3. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO
F. PRIOR TO FINAL ACCEPTANCE.
E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.
D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURES
STEP IS MANDATORY.
INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO COMMENCING CONSTRUCTION OF EACH
STORMWATER MANAGEMENT STRUCTURES) AT THE REQUIRED INSPECTION POINTS (SEE
C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT
B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.
A. THE REQUIRED PRE-CONSTRUCTION MEETING.
2. THE CONTRACTOR MUST NOTIFY COE IN WRITING AND BY TELEPHONE AT THE FOLLOWING POINTS:
REPRESENTATIVES AND A REPRESENTATIVE OF COE.
THE COE, SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN PROJECT
SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY
I. THE CONTRACTOR SHALL NOTIFY THE COE ENVIRONMENTAL SPECIALIST AT (910-396-1211 x223)
CONTRACTOR.
TO THE SUBJECT PROJECT IS NOT BINDING UPON THE APPLICANT OR THE APPLICANT'S
NOT APPLY TO ALL PROJECTS. THE REQUIREMENT OF ANY INDIVIDUAL NOTE NOT APPLICABLE
ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS RECOGNIZED THAT EVERY NOTE MAY
THE CORPS OF ENGINEERS REQUIRES THAT THESE NOTES, IN THEIR ENTIRETY, BE INCLUDED
STANDARD EROSION AND SEDIMENT CONTROL NOTES
N/A
STREAM CLASSIFICATION:
STREAM INDEX:
RECEIVING WATER:
RIVER BASIN:
OFFISITE BORROW LOCATION:
OFFSITE WASTE:
C
AS REQUIRED.
AND FEES SHALL INCLUDE THE NOTICE OF INTENT (NOI) FOR WATER QUALITY AND ANY OTHERS
AND FEDERAL AGENCIES ALL REQUIRED FORMS AND FEES PRIOR TO CONSTRUCTION. FORMS
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO APPROPRIATE STATE
TESTS AS OUTLINED ABOVE SHALL BE PERFORMED REGARDLESS OF LOCAL REGULATIONS.
INFORMATION SHALL BE PROVIDED TO THE CONTRACTING OFFICER. THE TURBIDITY
BE REQUIRED BY THE STATE OF NORTH CAROLINA OR LOCAL COUNTY REGULATIONS. THE
5. THE CONTRACTOR SHALL DETERMINE THE ACCEPTABLE LIMIT OF TURBIDITY AS MAY
G) DATE AND ESTIMATE OF AMOUNT OF SILT REMOVED FROM EACH BMP
F) DATE AND ACTION TAKEN TO REPAIR DAMAGED BMPS
E) MEASUREMENT OF TURBIDITY DURING EACH RAINFALL EVENT AT THE ABOVE LOCATIONS
D) CONDITION OF EACH BMP AFTER EACH RAINFALL EVENT
C) DAILY RAINFALL AND TEMPERATURE MEASUREMENTS
B) DATE EACH EROSION CONTROL MEASURE (BMP) IS INSTALLED
A) TURBIDITY MEASUREMENT MADE AT START OF PROJECT
CG803 FOR SELF - INSPECTION REPORT REQUIREMENTS.
THE LOG SHALL INCLUDE THE FOLLOWING DATA AT A MINIMUM: REFER TO SHEET
4. THE CONTRACTOR SHALL KEEP A DAILY LOG ON ALL EROSION CONTROL ACTIVITY.
ARE TO BE MADE IMMEDIATELY AFTER THE DAMAGE IS NOTED.
RAIN EVENT FOR DAMAGES. REPAIRS TO DAMAGED EROSION CONTROL MEASURES
3. THE CONTRACTOR SHALL INSPECT EROSION CONTROLS DAILY AND AFTER EACH
EVENT PRIOR TO START OF THE PROJECT.
LOCATIONS AND IN THE CHANNELS WHICH DRAIN THE SITE AREA DURING A RAIN
2. THE CONTRACTOR SHALL MEASURE THE TURBIDITY OF DRAINAGE AT THE OUTLET
STAGING AREA OR ON SITE.
1. THE CONTRACTOR SHALL INSTALL A RAIN GAUGE AND THERMOMETER IN THE
EROSION CONTROL COMPREHENSIVE MONITORING PLAN:
CONSTRUCTION OR DEVELOPMENT.
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 14
NC GROUND COVER STATUTES:
PATRIOT POINT
CAPE FEAR
REFER TO SHEET CG803 FOR A DETAILED CONSTRUCTION ACTIVITY SEQUENCE.
STREAM BUFFER REQUIREMENTS:
29.7 ACRES
24.1 ACRES
17.4 ACRES
BONES CREEK
18-31-24-2
APPURTENANCES.
ASSOCIATED PARKING, ACCESS ROADS, UTILITIES AND OTHER SITE
CONSTRUCTION OF AN APPROXIMATE 58,200 SF FACILITYALONG WITH
AFFAIRS TEMF AT FORT BRAGG. THE PROJECT INCLUDES THE DESIGN AND
THE PROJECT IS TO PROVIDE THE DESIGN TO CONSTRUCT PN69552 SOF CIVIL
40,025
59,780
CG801S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL NOTES 1
U.S. ARMY CORPS OF ENGINEERSSCAT_CG802.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
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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_CG802.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020IN SUMP AREAS.
PAVING TO DIRECT GUTTER FLOW INTO THE INLETS TO AVOID SURCHARGING AND OVERFLOW INLETS
INLETS IN AREAS SHALL HAVE TEMPORARY ASPHALT BERMS CONSTRUCTED AT THE TIME OF BASE
SYSTEM IS TO BE USED FOR A TEMPORARILY CONVEYING SEDIMENT LADEN WATER, ALL STORM DRAIN
24. WHEN A STORM DRAIN SYSTEM IS DIRECTED TO A SEDIMENT TRAP OR SEDIMENT BASIN AND THE
TO FINAL GRADING OF INFILTRATION DEVICE.
INFILTRATION DEVICE. ALL ACCUMULATED SEDIMENT MUST BE REMOVED AND DISPOSED OF PRIOR
ELEVATION OF THE INFILTRATION PRACTICE. WHEN CONVERTING A SEDIMENT TRAP TO AN
MUST HAVE BOTTOM ELEVATIONS AT LEAST TWO (2) FEET HIGHER THAN THE FINISH GRADE BOTTOM
STRUCTURE DURING CONSTRUCTION. SEDIMENT CONTROL DEVICES PLACED IN INFILTRATION AREAS
CARE MUST BE TAKEN TO PREVENT RUNOFF FROM UNSTABILIZED AREAS FROM ENTERING THE
23. SITES WHERE INFILTRATION DEVICES ARE USED FOR CONTROL OF STORMWATER, EXTREME
PROTECTED BY SEDIMENT CONTROL MEASURES AND STABILIZED.
BE GRANTED BY THE LOCAL AUTHORITIES. ALL WASTE AND BORROW AREAS OFF-SITE MUST BE
COE AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL AGENCIES; OTHERWISE APPROVAL MUST
22. SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY
STANDARD EROSION AND SEDIMENT CONTROL NOTES (CONT)
OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.
HAVE MESH OPENINGS NO GREAT THAN 2 INCHES IN WIDTH AND 4 INCHES IN HEIGHT WITH A MINIMUM
WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8 FEET,
FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE MUST BE MADE OF
APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES. THE
BUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY FENCE IS DEEMED
LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL
MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE MUST CONFORM TO
21. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS
AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY.
D. TEMPORARY SEDIMENT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED
THE SAME DAY, UNLESS;
THE END OF EACH WORKING DAY. NO MORE TRENCH SHALL BE OPENED THAN CAN BE COMPLETED
C. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT
B. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON HIGH SIDE OF THE TRENCH.
A. CONTACT OLD NORTH UTILITY SERVICES AND SANDHILLS 48 HOURS PRIOR TO THE START OF WORK.
CONTROLS OR AS DIRECTED BY ENGINEER OR COE INSPECTOR:
20. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED
FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND SURFACE).
OR PUMPED TO A SEDIMENT TRAP OR BASIN PRIOR TO DISCHARGE FROM THE SITE (IE. VIA
(E.G. UTILITY TRENCHES) SHALL BE PASSED THROUGH AN APPROVED DEWATERING PRACTICE
TRAPS THEMSELVES ARE BEING PUMPED OUT. ALL WATER REMOVED FROM EXCAVATED AREAS
TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT MAY BE USED IF SEDIMENT
PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT
APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE-SAVE AREA. WHEN
19. SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN
TO THE CREST OF THE OUTLET.
OF THE TRAP OR BASIN. TOTAL DEPTH SHALL BE MEASURED FROM THE TRAP OR BASIN BOTTOM
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL DEPTH
18. SEDIMENT SHALL BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL
SODDING, AND GROUND COVERS.
FORT BRAGG SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING,
AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER TO APPROPRIATE
17. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS
HAVE A STABLE OUTFALL. ALL TRAPS AND BASINS SHALL HAVE STABLE INFLOW POINTS.
16. ALL TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL TRAPS MUST
CONTROL MEASURES, IF DEEMED NECESSARY.
15. THE COE INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT
20 FEET OF AN ACTIVE SEDIMENT TRAP OR BASIN.
THAT EXISTS OR IS UNDER CONSTRUCTION. NO STRUCTURE MAY BE CONSTRUCTED WITHIN
14. SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION
DESIGNATED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET THIS REQUIREMENT.
LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL EVENT TO DRAIN. AREAS
END OF A RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOW AREAS MAY TAKE AS
PREVENT WATER FROM PONDING FOR MORE THAN TWENTY FOUR (24) HOURS AFTER THE
13. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO
WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.
COVER SPECIFIED FOR PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1
ON THE EROSION AND SEDIMENT CONTROL PLAN WITH A LOW-MAINTENANCE GROUND
PERMITTED IN NON-MAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED
PERMITTED IN LAWN MAINTENANCE AREAS. A SLOPE GRADIENT OF UP 2:1 WILL BE
12. NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE
WITHIN THIS TIME PERIOD.
SEDIMENT CONTROL SHALL BE CONVERTED TO THE PERMANENT CONFIGURATION
DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR
FOLLOWING ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY
NCDENR OR COE INSPECTOR AND WMB INSPECTORS, WITHIN THIRTY (30) CALENDAR DAYS
11. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION OF
OTHER APPROVED STABILIZATION MEASURES.
STABILIZED WITH SOD OR SEED WITH AN APPROVED EROSION CONTROL MATTING, OR BY
10. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE
EROSION IS LIKELY TO OCCUR.
PROTECTIVE METHODS MUST BE PROVIDED AT POINTS OF CONCENTRATED FLOW WHERE
MUST BE REMOVED AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE.
UNTIL THE SLOPE AND DRAINAGE AREA TO IT ARE FULLY STABILIZED, AT WHICH TIME THEY
EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT THE TOP OF A CUT OR FILL SLOPE
BY INSTALLING PROTECTIVE DEVICES TO CONVEY THE WATER DOWNSLOPE WITHOUT CAUSING
CONTROLLED BY EITHER PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR
9. SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE
AUTHORIZED OFFICIALS OF COE AND THE WMB RESPONSIBLE FOR PROJECT.
LOG BOOKS AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY DULY
8. THE SITE'S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY
SPECS TO BE USED IN WETLAND AREAS.
AREAS THE ENDANGERED SPECIES BRANCH WILL GIVE GUIDANCE AND HAS THEIR OWN SEED
SEEDING WITH THE EXCEPTION OF ANY DISTURBANCE IN WETLAND AREAS. FOR WETLAND
BRANCH FORT BRAGG SEEDING SPECS SHALL BE USED FOR ALL TEMPORARY AND PERMANENT
THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. DPW WATER MANAGEMENT
SEEDING SEASON SHALL BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE, BUT NOT LATER
DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE DURING THE
USED IN SEEDING SEASON WHERE THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN
SOIL AMENDMENTS AND AN APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE
DISTURBED AREAS USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH REQUIRED
STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY
7. PRIOR TO THE REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL
STANDARD EROSION AND SEDIMENT CONTROL NOTES (CONT)
), HULLEDCYNODON DACTYLONCOMMON BERMUDA (
) 50 POUNDS PER ACRE FESTUCA ARUNDINACEA50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (
“WARM SEASON”: PLANTED BETWEEN 1 MARCH AND 31 AUGUST
), UNHULLEDCYNODON DACTYLON25 POUNDS PER ACRE COMMON BERMUDA (
), HULLEDCYNODON DACTYLONCOMMON BERMUDA (
) 25 POUNDS PER ACRE FESTUCA ARUNDINACEA50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (
“COOL SEASON”: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
PERMANENT SEEDING
5. SEED MIX AND RATE:
4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING.
SEED GERMINATES.
APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND HALF AFTER PERMANENT
PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE OR APPLIED IN TWO
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER ACRE
1. AREA WILL BE TILLED TO 4” DEPTH
IN STEPS 2 AND 3.
JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS, APPLY SOIL AMENDMENTS AT THE RATES INDICATED
APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS OF SOILS AT THE
FORT BRAGG SEEDING SPECIFICATION
STRUCTURE TO PERMANENT PROPOSED CONDITIONS.
PERMANENT CHANNELS AND OUTLET PROTECTION AND MODIFY BIORETENTION BASIN OUTLET
BAFFLES, AND OTHER TEMPORARY COMPONENTS AND GRADE TO FINISH CONTOURS. INSTALL
CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED, REMOVE TEMPORARY BASIN SKIMMER,
POND CONVERSION SEQUENCE
HAVE GIVEN APPROVAL TO DO SO.
15. FINAL INSPECTIONS AND REMOVAL OF SEDIMENT AND CONTROLS AFTER COE AND NCDENR
ACTIVITIES.
14. LANDSCAPING PLANS SHALL SERVE AS FINAL PHASE OF SEDIMENT AND EROSION CONTROL
CAN BE CONVERTED TO BIORETENTION BASIN OR WET POND AS SPECIFIED IN THE PLANS.
AFTER COE AND NCDENR HAVE GIVEN APPROVAL TO DO SO. AT THIS POINT THE SEDIMENT BASINS
13. FINAL INSPECTIONS AND REMOVAL OF SEDIMENT AND EROSION CONTROLS IN PHASES 1, 2 AND 3
12. ESTABLISH PERMANENT GROUND COVER THROUGHOUT PROJECT.
SEQUENCE AND ON THE LANDSCAPING PLANS.
11. ESTABLISH PERMANENT GROUND COVER THROUGHOUT PHASES EXCEPT WHERE NOTED IN THIS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.
SPECIFICATION WHILE THE REMAINING CONSTRUCTION IS FINISHED. REFER TO SPECIFICATION
10. PROVIDE TEMPORARY GROUND COVER AS SPECIFIED IN THE FT. BRAGG TEMPORARY SEEDING
9. CONSTRUCT NEW FACILITIES AND OTHER SITE IMPROVEMENTS.
AS EACH INLET IS BROUGHT TO FINISHED GRADE.
ROCK CHECK DAMS AND NEW STORM DRAINAGE INLET AND OUTLET PROTECTION MEASURES
EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO TEMPORARY DOWNDRAINS,
8. BEGIN GRADING CONCURRENTLY WITH INSTALLATION OF INTERMEDIATE SEDIMENT AND
7. BEGIN DEMOLITION ACTIVITIES INCLUDING CLEARING AND GRUBBING AS SHOWN IN PHASE 1.
GRADING OR CLEARING AND GRUBBING.
6. INSTALL SEDIMENTATION POND AS SHOWN IN PHASE 1 BEFORE COMMENCING ANY ADDITIONAL
LIMITED TO, TEMPORARY DIVERSION AND TEMPORARY SEDIMENT BASINS.
5. INSTALL PHASE 1 INITIAL EROSION AND SEDIMENT CONTROL MEASURES THAT INCLUDE, BUT NOT
PERIMETER SILT FENCING, AND SOME TEMPORARY DIVERSION.
THE PRE-INITIAL PLAN INCLUDES, BUT NOT LIMITED TO, CONSTRUCTION ENTRANCES,
4. INSTALL THE STORM WATER PIPING BYPASS LINE AS SHOWN IN THE PRE-INITIAL PHASE DRAWINGS.
3. PROVIDE CONSTRUCTION FENCING TO ENCLOSE CONSTRUCTION SITE
2. PRE-CONSTRUCTION MEETING
1. NOTIFICATION TO CORPS OF ENGINEERS AND NCDENR OF INTENT TO BEGIN CONSTRUCTION.
PHASES 1 THROUGH 3 SEDIMENT AND EROSION CONTROL CONSTRUCTION SEQUENCE:
STOPPED UNTIL COMPLIANCE IS ACHIEVED.
IN WRITING, AND APPROVED BY THE COE. FAILURE TO COMPLY WILL RESULT IN ALL WORK BEING
ONCE A PLAN HAS BEEN APPROVED, NO VARIANCE WILL BE PERMITTED UNLESS IT IS PRESENTED
GENERAL SEQUENCE OF EROSION CONTROL ACTIVITIES:
CONSTRUCTION ACTIVITY SEQUENCE
AND ERODED AREAS SHALL BE REPAIRED UNTIL A SATISFACTORY STAND OF GRASS RESULTS.
UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED OR REINSTALLED,
REPAIR OR REINSTALL
OCTOBER 15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.
AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES OF APRIL 15 AND
POST-FERTILIZATION
SURFACE.
FROM REACHING THE GROUND
MAXIMUM 8 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT
WHEN THE PLANTS ARE A
B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOWED TO A MINIMUM 4 INCH HEIGHT
REACHING THE GROUND SURFACE.
4 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM
A. TURF AREAS: TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT WHEN THE TURF IS A MAXIMUM
MOWING
AREAS FROM TRAFFIC; MOWING; WATERING; AND POST-FERTILIZATION.
SURFACE EROSION; MAINTAINING EROSION CONTROL MATERIALS AND MULCH; PROTECTING INSTALLED
MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS AND DITCHES FROM
MAINTENANCE DURING ESTABLISHMENT PERIOD

AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS.
TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
ALL PERIMETER DIKES, DITCHES, SWALES, PERIMETER SLOPES OR SLOPES GREATER THAN 3 HORIZONTAL
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE (2)
OR DEVELOPMENT (FINAL GRADE).
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING (1)
EXCEPT IN ACCORDANCE WITH THE FOL-LOWING MANDATORY REQUIREMENTS:
NO LAND-DISTURBING ACTIVITY SUBJECT TO THIS ARTICLE SHALL BE UNDERTAKEN : G.S. 113A-57NOTE
SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR. JACK WILSON AT 910-396-2301/2823.
7. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER MANAGEMENT BRANCH
BRANCH (WMB) AT 910-396-2301/2823 WHEN SEEDING THESE AREAS.
OFFICER QUARTERS AND THE HISTORIC DISTRICT. CONTACT THE FORT BRAGG WATER MANAGEMENT
6. EXEMPTIONS: SPECIAL USE AREAS, SUCH AS WETLANDS, RIPARIAN AREAS, FLOODPLAINS, GENERAL
OR THE MANUFACTURER’S RECOMMENDATION, WHICHEVER IS HIGHER. NO WINTER RYE IS ALLOWED.
SEED. THE MULCH WILL INCLUDE A TACKIFIER AND WILL BE APPLIED AT A RATE OF 2,000 POUNDS PER ACRE
AND 2/3 OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3 OF THE
SHOULD BE APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE MULCH
STEPS 1 THROUGH 4 MUST BE COMPLETED PRIOR TO HYDROSEEDING. HYDROSEEDING .1 VERTICAL
HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER THAN 1 HORIZONTAL TO : HYDROSEEDING
SLOPES STEEPER THAN 3:1.
SET NEARLY STRAIGHT MAY BE USED AS A MULCH ANCHORING TOOL. CRIMPING IS NOT PERMITTED ON
: STRAW MAY BE CRIMPED WITH A MULCH ANCHORING TOOL OR A WHEEL DISK WITH DULL BLADES CRIMPING
RIDGES, AND BANKS TO PREVENT WIND DAMAGE.
AREA APPEARS BLACK IN COLOR; WITH PARTICULAR ATTENTION PAID TO THE EDGES OF AREAS, CRESTS OF
: EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE EMULSIFIED ASPHALT
GROUND.
LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT OR BY CRIMPING THE STRAW INTO THE
: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT STRAW MULCH
)BRACHIARIA RAMOSUM
), OR FOX TAIL MILLET (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA65 POUNDS PER ACRE GERMAN (
“WARM SEASON”: PLANTED BETWEEN 1 MARCH AND 31 AUGUST
)TRITICUM SPELTA120 POUNDS PER ACRE WINTER WHEAT (
“COOL SEASON”: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
TEMPORARY SEEDING
FORT BRAGG SEEDING SPECIFICATION (CONT)
CG802S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL NOTES 2
U.S. ARMY CORPS OF ENGINEERSSCAT_CG803.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
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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_CG803.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020MANUAL 6.51 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER)
MAINTENANCE
COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.6.
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE5.
HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A4.
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP
SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE3.
APART.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.2.
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.1.
CONSTRUCTION
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NOT TO SCALE
DETAIL

CG705
1

STONE
CONTROL
SEDIMENT
PLAN VIEW
STRUCTURAL STONE
5' STEEL POST (TYP)
(1/4 MESH OPENINGS)
19-GAUGE HARDWARE CLOTH

CG803
A

6"12"1'
5'2'2'1'1'-2"
1'-6"1'-4"(1/4 MESH OPENINGS)
19-GAUGE HARDWARE CLOTH

CG803
A

NOT TO SCALE
SECTION

QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
CONTROL PLAN HAS BEEN APPROVED, THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT INSPECTIONS
RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION
CONTROL PLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE PLAN HAS BEEN NOTIFIED. IF THE FINANCIALLY
RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION
F. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION OR UNTIL THE FINANCIALLY
E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
D. COMPLETION OF STORM DRAINAGE FACILITIES;
COVER PURSUANT TO G.S. 113A-57(2);
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
3. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.
THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND
DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS
SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE
2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT,
SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
SIGNING AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN EROSION OR
INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND
TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY
E. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED
MAINTENANCE AND REPAIR REQUIREMENTS); AND
DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING FORM MAY BE USED TO VERIFY THE
MEASURES, PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING,
D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL
AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
CONTROL PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION
SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM THE APPROVED EROSION AND SEDIMENTATION
C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION OF THE GROUND COVER DOES NOT
CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION
SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON THE APPROVED EROSION AND
INSTALLATION;
EROSION AND SEDIMENTATION CONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES ARE MODIFIED AFTER INITIAL
INSTALLATION OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE APPROVED
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL
PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY
SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND RELATIVE
FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED AND DO NOT
TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS,
SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, INCLUDING BUT NOT LIMITED TO
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTION
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE FOLLOWING APPLY:
FENCE, ETC.)
CHANNEL STABLIZATION, CONSTRUCTION EXIT, SILT
INSTALL INITIAL PERIMETER BMPS (RETROFITTING,
SOD, EROSION CONTROL BLANKETS, ETC)
INSTALL FINAL BMPS (PERMANENT SEEDING,
INSTALL SEDIMENTATION BASIN
TO BIORETENTION BASIN
CONVERT SEDIMENTATION BASIN
CONSTRUCTION ACTIVITY
INSTALL INITIAL PERIMETER E&SC BMPS
CLEAR AND GRUB AREAS REQ'D TO
MAINTAIN INITIAL PERIMETER BMPS
PERFORM INITIAL CLEARING
CLEAR AND GRUB WITHIN LOD
REMOVE ALL TEMPORARY BMPS AND STABILIZE
PERFORM FINAL GRADING
AND INSTALL UTILITIES
PERFORM INTERMEDIATE GRADING
MAINTAIN INTERMEDIATE PERIMETER BMPS
BLANKETS, TEMPORARY STABILIZATION, ETC.)
INSTALL INTERMEDIATE BMPS (EROSION CONTROL
:TIMELINE OF MAJOR SOIL DISTURBING ACTIVITIES
MONTH
765432NTP/ 1 8 9 10 11 12 13
15A NCAC 04B .0131 SELF-INSPECTIONS
SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
CG803S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 1
U.S. ARMY CORPS OF ENGINEERSSCAT_CG804.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_CG804.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 202020'8" MIN. DEPTH
CLASS "A" STONEPUBLIC ROAD SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRAND
WIRE FILTER FABRIC
SHALL BE 12 1/2 GAUGE MIN.
MIDDLE AND VERTICAL WIRES
6' MAX. WITHOUT WIRE
8' MAX. WITH WIRE
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
FILTER FABRIC
COMPACTED FILL
8"4"2'-0" DEPTHSTEEL POSTSEE CG700 SERIES FOR LOCATION50' MINIMUM
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SEDIMENT FENCE
MANUAL 6.06 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL 6.62 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
BEEN PROPERLY STABILIZED.
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
UNDERMINING THE FENCE DURING CLEANOUT.
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
INEFFECTIVE, REPLACE IT PROMPTLY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OF BECOME
ANY REQUIRED REPAIRS IMMEDIATELY.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
MAINTENANCE
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM OF AND SIDE OF THE TRENCH.
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
POSTS. WIRE OF PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
OF 24 INCHES.
APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET
MINIMUM 50 POUND TENSILE STRENGTH.
UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY
NEXT POST.
THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE
THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
SYNTHETIC FILTER FABRICS.
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH
CONSTRUCTION
A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH
TO FACILITATE FASTENING THE FABRIC.
A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH
LIFE AT A TEMPERATURE RANGE OF 0 TO 120 DEGREES F.
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
CONFORMING TO THE REQUIREMENTS OF ASTM D 6461.
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
DESIGN CRITERIA
NOT TO SCALE
DETAIL

CG701
2
NOT TO SCALE
DETAIL
CG701
1

AFTER ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
CONTRACTOR TO RESTORE PAVEMENT IN ACCESS PARKING LOT TO EXISTING CONDITIONS
POST CONSTRUCTION
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
MAINTENANCE
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
OUTLET.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
AND SMOOTH IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
CONSTRUCTION
MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK
WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE
WASHING—IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT
AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN PUBLIC ROADS.
LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES
LOCATION—LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LENGTH: 50-FEET MINIMUM
ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER
WIDTH: 20-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR
DIMENSIONS OF GRAVEL PAD—THICKNESS: 8 INCHES MINIMUM
INCH WASHED STONE.2
1 TO 32
1AGGREGATE SIZE—USE 1
DESIGN CRITERIA
UNDER LINER
GEOTEXTILE
CG705 CG804S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 2
U.S. ARMY CORPS OF ENGINEERSSCAT_CG805.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
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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_CG805.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CHANNEL
AREA WITH NO DEFINED
PIPE OUTLET TO FLAT
DEFINED CHANNEL
PIPE OUTLET TO WELL

La
d do 3Do W=do+0.4La do 3do (MIN)
La
d0%
0%
PLAN VIEW PLAN VIEW
PERIMETER
FOR ENTIRE
RECOMMENDED
KEY IN 6" - 9";
OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL OUTLET TO WELL-DEFINED CHANNEL
OUTLET STABILIZATION STRUCTURE
NOT TO SCALE
DETAIL

1

TYP

CG805
A

CG805
B

NOT TO SCALE
SECTION
NOT TO SCALE
SECTION
FOR ENTIRE PERIMETER
KEY IN 6" - 9"; RECOMMENDED

CG805
A

CG805
B

UNDER LINER
GEOTEXTILE
RIPRAP
NCDOT CLASS B
UNDER LINER
GEOTEXTILE
MANUAL 6.41 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
MAINTENANCE
IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION9.
CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE
ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND 8.
SLIGHTLY BELOW IT.
TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR
CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE7.
HIGHLY WEATHER-RESISTANT AND WELL GRADED.
RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR,6.
DIAMETER. REFER TO TABLE FOR LOCATION, DEPTH AND LENGTH OF PROTECTION.
THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE 5.
RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.4.
REPLACE THE ENTIRE FILTER CLOTH.
ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE,
DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS
BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE
FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY 3.
SHOWN ON THE PLANS.
THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS2.
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON
AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE
ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES 1.
CONSTRUCTION
CG805S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 3
U.S. ARMY CORPS OF ENGINEERSSCAT_CG806.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
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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_CG806.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020D
C
B
A
DC
C
B
C
B
C
B
A
A
B
3'
OVERLAP6" MIN
5'
5'
CLOSED CHECK SLOT
TRANSVERSE
TREATMENT 2
SOIL
TREATMENT - 2)
FILTER CLOTH (BEHIND
PUNCHED) GEOTEXTILE
NON-WOVEN (NEEDLE
POLYPROPYLENE
TREATMENT 2
BOTTOM OF FILL SLOPE
BOTTOM OF CUT SLOPE
OPEN CHECK SLOT
TRANSVERSE
RECOMMENDATIONS.
MANUFACTURER'S
CONSTRUCTED AS PER
CHECK SLOTS TO BE
FLOW
FLOW
OF MATERIAL 6"
ENTRENCH EDGES
FOR BEST RESULTS
VERTICALLY DOWNSLOPE
SHOULD BE INSTALLED
SOIL STABILIZATION MATS
PROPER SOIL CONTACT.
PLACED FLAT ON SURFACE FOR
GRASS AND STICKS. MAT SHALL BE
AND FREE OF ROCKS, LUMPS OR DIRT,
SLOPE SURFACE SHALL BE SMOOTH
NOTE:
WATER TABLE
OF WATER (AQUIFER)
4' ABOVE SOURCE
FILTER CLOTH
BREAK POINT
OR SHOULDER
CUT SLOPE
TOP OF
TOP LAP OVER
PRIOR TO LAYING
BE TAMPERED
DIRT SHALL
PROGRESS DOWNSLOPE
TRENCH INTO BERM AND
MAINTAIN SLOPE ANGLE

1"-2" 1' 6" - 8"
6"-8"

5'

1'-2' 1'WITH RIP-RAP AT OUTLET END OF PIPE
SHALL BE USED IN CONJUNCTION
SOIL STABILIZATION MATTING 1'
2'
4'

4'
CUT SLOPE
BOTTOM OF

2' 4'
3' 4' 4' 2' 4' 2'
20" 6'
1 1/2'

3'

1 1/2' 3' 6' 3'
3'
TERMINAL
DOWNSTREAM
UPSTREAM AND
TOE
FILL SLOPE SECTION
BERM
(WET SLOPE)
SLOPE LINING
(DRY SLOPE)
SLOPE LINING
GRADIENTS AFFECT STAPLING PATTERNS.
CHART SHOWS HOW SLOPE LENGTHS AND
ACCORDING TO THE MANUFACTURER. THIS
SUGGESTED ANCHORING METHODS VARY
STAPLE PATTERN GUIDES MUST BE FOLLOWED.
FOR OPTIMUM RESULTS, THESE RECOMMENDED
NOTE:
STAPLES PER SQ. YD.2
13
SHORELINE
AND
CHANNEL
FLOW
MED/HIGH
CHANNEL
FLOW
LOW1:12:13:14:1
1 STAPLE PER SQ. YD.
STAPLES PER SQ. YD.2
11
2 STAPLES PER SQ. YD.
NOTE TERMINALAT ROLLOVERLAPFT
25
50
75
100
125
150
175
200
225
250
275
300
INSTALLATION
ROLLED EROSION CONTROL PRODUCT
PRODUCT INSTALLATION
ROLLED EROSION CONTROL
FOR ROLLED EROSION CONTROL
GENERAL STAPLE PATTERN GUIDE
MANUAL 6.17 FOR ADDITIONAL INFORMATION.
SEDIMENT CONTROL PLANNING AND DESIGN
REFER TO NORTH CAROLINA EROSION AND
NOT TO SCALE
DETAIL1

CG705
NOT TO SCALE
DETAIL2

CG705

NOT TO SCALE
DETAIL3

CG705

NOTE:
NOTES.
REFER TO CG808 FOR CONSTRUCTION
UNTIL GROUND COVER IS ESTABLISHED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY
ERODED AREA PROTECTED.
DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED
BE REPAIRED AND STAPLED.
NOT IN CLOSE CONTACT WITH THE GROUND SHALL
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR
BENEATH THE RECP.
MAINTAINED, AND EROSION MUST NOT OCCUR
2. GOOD CONTACT WITH THE GROUND MUST BE
IMMEDIATELY.
(1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR
AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
1. INSPECT ROLLED EROSION CONTROL PRODUCTS
MAINTENANCE NOTES:
CS=1.12, C=0.07, P=1.0.
A=R*K*CS*C*P, WHERE R=225, K=0.25,
NCDENR ROLLED EROSION CRITERIA:
SLOPE PROTECTION IS BASED UPON
CONTROL PRODUCTS.
DEGRADABLE ROLLED EROSION
VEGETATED MATS OR SINGLE NET
FOR NORTH CAROLINA DENR FULLY
MATTING SHALL BE PER SPECIFICATIONS
SOIL STABILIZATION BLANKET AND
CG806S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 4
U.S. ARMY CORPS OF ENGINEERSSCAT_CG807.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
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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_CG807.dgn07-JAN-202006:53 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020NOT TO SCALE
DETAIL1

CG701

CG705
4’MAX.
RISER STRUCTURE
TRASH RACK
FREEBOARD -
1’ MIN.
1’ MIN.
EMERGENCY SPILLWAY
SKIMMER (SIZE VAR.)
EMBANKMENT
2.5:1 SLOPE MAX2.5:1 SLOPE MAX

OUTLET
STABILIZED
PIPE
BARREL
COLLAR
ANTI-SEEP
2’ DEEP 1.1
CUT-OFF TRENCH
(4’ X 4’ X 1’ MIN.)
CLASS B STONE PAD
ANTIFLOTATION BLOCK
TOP OF EMBANKMENT
4'1'1'6’ MI
N.
(QUANTITY VAR.)
STEEL POSTS
SPILLWAY
EMERGENCY
(below skimmer)
STONE PAD
STANDARD 6.65)
(PRACTICE
BAFFLES
COIR FIBER
STANDARD 6.65)
(PRACTICE
BAFFLES
COIR FIBER

OR METAL POST
WOOD STAKE
ROPE
4'
STRUCTURE
RISER
DISSIPATOR
STONE ENERGY

PERMANENT DITCH
TEMPORARY OR
GEOTEXTILE LINING
OR
(PRACTICE STANDARD 6.32)
PLASTIC SLOPE DRAIN PIPE

PLAN VIEW
SECTIONAL VIEW
SEDIMENT BASIN
STABILIZATION OF THE SITE.
CONCLUSION OF CONSTRUCTION AND
CONVERTED TO THE BIORETENTION BASIN AT THE
UNTIL SUCH TIME THE SEDIMENTATION BASIN IS
THE BOTTOM OF THE SEDIMENTATION BASIN
WETPONDS BELOW THE GRADE ELEVATION OF
FOR THE DEPTH OF THE BIORETENTION BASIN AND
NOTE: THE CONTRACTOR SHALL NOT EXCAVATE
10FT TO 15 FT 10.0FT
LESS THAN 10FT 8.0FT
FILL HEIGHT MINIMUM TOP WIDTH
PERSPECTIVE VIEW
O
END VIEW FRONT VIEW
WATER ENTRY UNIT
"C" ENCLOSURE
ARM ASSEMBLY
PVC ELBOW
PVC END CAP
UNDERSIDE
1/2" HOLES IN
PVC PIPE
PVC TEE
PIPE
PVC VENT
PVC PIPE
SCHEDULE 40
PLATE
ORIFICEPVC TEE
PVC PIPE
SCHEDULE 40
HOSE
FLEXIBLE
EMERGENCY SPILLWAY
NOT TO SCALE
DETAIL2
CG807

SKIMMER

AND DESIGN MANUAL, SEDIMENT BASIN 6.61.1 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING

REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
MAINTENANCE

FOLLOW ALL STATE AND LOCAL REQUIREMENTS.
SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY.
9. SAFETY- SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP

8. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.

CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE
7. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.

MEASURES AND OUTLET PROTECTION).
OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL
DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END
6. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE

CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY.
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
5. EMERGENCY SPILLWAY- INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE

BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT
CROSSING IT WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE

. COMPACTING UNDER THE PIPE HAUNCHES
MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN
CARE AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT.
THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS, AND COMPACT IT UNDER AND
GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS. PLACE
SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM,
MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL
4. CONDUIT SPILLWAYS- SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO

10 PERCENT HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING.
EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT TO AN ELEVATION
SURFACE OF EACH LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY
BY ROUTING THE CONSTRUCTION HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE
OVER THE ENTIRE LENGTH OF THE FILL AREA AND COMPACT IT. COMPACTION MAY BE OBTAINED
WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH CONTINUOUS LAYERS
INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS TOO
FILL. THE FILL MATERIAL MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND
OBJECTIONABLE MATERIAL. SCARIFY AREAS ON WHICH FILL IS TO BE PLACED BEFORE PLACING
SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER
3. EMBANKMENT- TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. IT

COMPACTION OPERATIONS.
THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFILLING AND
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION REQUIREMENTS ARE
OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET.
ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT
FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO BOTH ABUTMENTS TO AT LEAST THE
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2
2. CUT-OFF TRENCH- EXCAVATE A CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL

BELOW THE BASIN AS NEEDED.
FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES
OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO
OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL
CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND
TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. DELAY
1. SITE PREPARATIONS- CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT
CONSTRUCTION SPECIFICATIONS
SKIMMER NOTES
SEDIMENT BASIN NOTES
DETAIL 2, SHEET CG807
SKIMMER, REFER TO
PVC END CAP
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
AND THE OBSTRUCTION CLEARED WITH A PLUMBER’S SNAKE OR BY FLUSHING WITH
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF
FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON
MAINTENANCE
MAINTENANCE.
ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR
SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND
INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE
3. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE
2. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
UNDER THE SKIMMER OF STONE OR TIMBER.
INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT
1. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING
CONSTRUCTION SPECIFICATIONS
SHEET CG508
8'x6'x1' ON GI-5 AS SHOWN ON DETAIL 2,
*NOTE: THE ANTIFLOTATION BASE SHALL BE CG807S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 5
U.S. ARMY CORPS OF ENGINEERSSCAT_CG808.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
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US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG808.dgn07-JAN-202006:54 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020SKIMMER SEDIMENT BASIN (Sd3)
CALCULATION SPREADSHEET (04302015).
MEASURES WITH SKIMMER DEWATERING
RESOURCES SEDIMENT CONTROL
OF ENVIRONMENT AND NATURAL
FROM NORTH CAROLINA DEPARTMENT
SKIMMER SIZE CALCULATIONS S.HAGGARDS.CURRYM.MAYERCG808SEDIMENT AND EROSION CONTROL DETAILS 6
U.S. ARMY CORPS OF ENGINEERSSCAT_CG809.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
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A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG809.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 20203.3'
4'
20"
2'
10"
3.3'
4'
10"
20"
6.5'
BOTTOM WIDTH
Z
1
Z
1
GRASS-LINED CHANNEL
CHANNEL LINER
STRAW MAT STAPLE PATTERN SYNTHETIC MAT STAPLE PATTERN
SOILS.
HARD OR ROCKY
OR HEAVIER IN
9 GAUGE STAPLES
FOR LOOSE SOILS.
USE 8" STAPLES
STAPLES.
GAUGE WIRE "U"
USING 6", 11
3.5 STAPLES/SY
SOILS.
HARD OR ROCKY
OR HEAVIER IN
9 GAUGE STAPLES
FOR LOOSE SOILS.
USE 8" STAPLES
STAPLES.
GAUGE WIRE "U"
USING 6", 11
3.8 STAPLES/SY
COMPACT THE TRENCH AFTER STAPLING.
ANCHORED IN A 6" DEEP TRENCH. BACKFILL AND
THE TERMINAL END OF THE MAT OR NET MUST BE 7.
CENTER BLANKET AND STAPLED.
MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE 6.
AFTER STAPLING.
SLOPES SHALL BE ANCHORED IN 6" DEEP TRENCH
FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE 5.
STAGGERED STAPLES 4" APART TO SECURE.
WITH A 6" OVERLAP. USE DOUBLE ROW OF
PLACE MAT OR NET END OVER END (SHINGLE STYLE) 4.
FLOW ON BOTTOM OF CHANNEL.
ROLL CENTER MAT OR NET IN DIRECTION OF WATER 3.
AND COMPACT THE TRENCH AFTER STAPLING.
THE NET OR MAT IN A 6" DEEP TRENCH. BACKFILL
BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING 2.
SEED.
INCLUDING APPLICATION OF LIME, FERTILIZER AND
PREPARE SOIL BEFORE INSTALLING MATS OR NETS, 1.
:NOTES
DEEP TRENCH
ANCHOR NETTING IN A 6"
6.5'
MIN. WIDTH OF TEMP. LINER
LINER
TEMPORARY
TEMPORARY LINER
1

CG705

NOTE
CHANNEL DETAIL AND MAINTENANCE REQUIREMENTS.
MANUAL 6.17 FOR ADDITIONAL INFORMATION
SEDIMENT CONTROL PLANNING AND DESIGN
REFER TO NORTH CAROLINA EROSION AND
ROLLED EROSION CONTROL PRODUCTS.
BE PER SPECIFICATIONS FOR NCDENR
SOIL STABILIZATION MATTING SHALL
SEAMS AND FIELD OVERLAPS SHOULD BE SIMILARLY ANCHORED.
MULTIPLE WIDTH MATS HEAT SEAMED IN THE FACTORY, ALL FACTORY
BE ANCHORED AT 1 FOOT SPACING ACROSS THE RECP. WHEN INSTALLING
ON TOP OF THE DOWNSTREAM/ DOWNSLOPE RECP. THIS OVERLAP SHOULD
DIRECTION OF WATER FLOW), WITH THE UPSTREAM/UPSLOPE MAT PLACED
LENGTH. ROLL ENDS MAY BE SPLICED BY OVERLAPPING 1 FOOT (IN THE
LENGTH OF OVERLAP AND ANCHORED EVERY 3 FEET ALONG THE OVERLAP
ACCOMMODATE A ROW OF ANCHORS AND UNIFORM ALONG THE ENTIRE
ALONG ITS CENTER. LONGITUDINAL OVERLAPS MUST BE SUFFICIENT TO
FLUSH WITH THE GROUND SURFACE. ANCHOR EACH RECP EVERY 3 FEET
DRIVE STAPLES OR PINS SO THAT THE TOP OF THE STAPLE OR PIN IS
RECOMMENDED FOR ANCHORING THE RECP TO THE GROUND.
WIDTH STAPLES OR 12 INCH MINIMUM LENGTH WOODEN STAKES ARE
ANCHORING DEVICES—11 GAUGE, AT LEAST 6 INCHES LENGTH BY 1 INCH
LONGITUDINAL TRENCHES, PIN, BACKFILL, AND COMPACT.
PREVENT UPLIFTING. PLACE THE OUTSIDE EDGES OF THE RECP(S) IN
OF ROLLS A MINIMUM OF 1 FOOT WITH UPSTREAM RECP ON TOP TO
INSTALLATION OF A NEW ROLL, BEGIN IN A TRENCH OR SHINGLE-LAP ENDS
AND PIN AT 1 FOOT INTERVALS ACROSS THE RECP. WHEN STARTING
EXISTING MAT (2 TO 3 FEET OVERLAP IN THE DOWNSTREAM DIRECTION),
BRING THE MAT BACK OVER THE TOP OF THE TRENCH AND ONTO THE
TRENCH, SECURE WITH PINS OR STAPLES, BACKFILL, COMPACT AND THEN
AT THE UPPER TERMINAL TRENCH, ALLOW THE RECP TO CONFORM TO THE
TERMINAL TRENCH.
AT OTHER INTERMITTENT TRENCHES, UNTIL REACHING THE UPPER
OVER THE TOP OF THE INTERMITTENT TRENCH) REPEATING THIS STEP
BACKFILL, AND COMPACT. CONTINUE UP THE CHANNEL (WRAPPING
THEN PIN THE RECP (TWO LAYERS) TO THE BOTTOM OF THE TRENCH,
CONFORM TO THE TRENCH.
DOWNSTREAM SIDE OF THE TRENCH, AND ALLOWING THE MAT TO
THE RECP BACK OVER ITSELF, POSITIONING THE ROLL ON THE
DIRECTION UNTIL REACHING THE FIRST INTERMITTENT TRENCH. FOLD
BACKFILL, AND COMPACT. UNROLL THE RECP IN THE UPSTREAM
ADJACENT ROLLS A MINIMUM OF 3 INCHES. PIN AT 1 FOOT INTERVALS,
ADJACENT ROLLS IN THE TERMINAL TRENCH, OVERLAPPING THE
CHANNEL IS WIDER THAN THE PROVIDED ROLLS, PLACE ENDS OF
OVER THE TOP OF THE TRENCH AND UNROLLING UPSTREAM. IF THE
ONCE PINNED AND BACKFILLED, THE RECP IS DEPLOYED BY WRAPPING
THE ROLL ON THE DOWNSTREAM SIDE OF THE BENCH.
NOTE: THE RECP SHOULD BE PLACED UPSIDE DOWN IN THE TRENCH WITH
BOTTOM OF THE TRENCH.
IN THE TERMINAL TRENCH AND PIN IT AT 1 FOOT INTERVALS ALONG THE
DOWNSTREAM END OF THE CHANNEL. PLACE THE END OF THE FIRST RECP
BURY THE OUTSIDE RECP EDGES. PLACE THE FIRST RECP AT THE
AND WIDE ALONG CHANNEL EDGES (ABOVE WATER LINE) IN WHICH TO
ROWS OF ANCHORS. EXCAVATE LONGITUDINAL TRENCHES 6 INCHES DEEP
IN 6 INCH BY 6 INCH TRENCHES OR BY INSTALLING TWO CLOSELY SPACED
ALONG THE CHANNEL, ANCHOR THE RECP ACROSS THE CHANNEL EITHER
LOWER END OF THE LINED CHANNEL SECTIONS. AT 25-FOOT INTERVALS
DEEP AND 6 INCHES WIDE) ACROSS THE CHANNEL AT THE UPPER AND
INSTALLATION IN CHANNELS— EXCAVATE TERMINAL TRENCHES (12 INCHES
FREQUENT STAPLING/PINNING IS ACCEPTABLE ON MODERATE SLOPES.
STAPLES OR PINS IN A 3 FOOT CENTER-TO-CENTER PATTERN. LESS
ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE GROUND USING
DIRECT CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP ADJACENT
COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING
1 FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND
APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT
OF THE SLOPE AND INTO AN EXCAVATED END TRENCH MEASURING
INSTALLATION FOR SLOPES— PLACE THE RECP 2-3 FEET OVER THE TOP
WIDE.
INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES
MINIMUM OF 12 INCHES IN DEPTH AND 6 INCHES IN WIDTH, WHILE
AT 25-FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A
INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS
TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND
CONTACT BETWEEN THE SOIL SURFACE AND THE RECP.)
OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO ALLOW FOR DIRECT
LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, AND
SPREAD SEED BEFORE RECP INSTALLATION. (IMPORTANT: REMOVE ALL
OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO INSTALLATION.
SEEDING IN SURFACE STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY
THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND
SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS
CONSTRUCTION NOTES
NOT TO SCALE
DETAIL
FILTER FABRIC9"18"TYPICAL RIP RAP CHANNEL
TRAPEZOIDAL
STONE
4" to 12" SIZED
3'
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
MANUFACTURE TO LANDLOK 450 TRM BY PROPEX GEOSOLUTIONS
*SYNTHETIC MAT SHALL BE UNVEGETATED TRM (TURF REINFORCEMENT MAT)
CG809S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 7
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A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
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CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG810.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CLASS B RIP-RAP
DOWNSTREAM VIEW
FLOW
2:1TREE PROTECTION FENCE
PLASTIC MESH FENCING
HIGH VISIBILITY
4'-0''
MAX.
10'-0''
(VARIES)
DRIPLINE
FENCE LOCATION
OF TRUNK DIAMETER
RADIUS=1 ft PER in
(LIMITS OF CRITICAL ROOT ZONE)
CRITICAL ROOT ZONE
DRIPLINE
TREE PROTECTION FENCE
20'' DIA. TREE
20'-0'' FOR
FILTER FABRIC
WIRE TO PREVENT SAGGING
SUPPORT ROPE TO
OR SIDE
24" INTO BOTTOM
SUPPORT POSTS
OR TRENCHED INTO BOTTOM OR SIDE
COIR MESH OR SIMILAR, STAPLED
SUPPORT WIRE
STAKE TO
CHECK DAM
POROUS BAFFLES
#57 WASHED STONE
12" OF NCDOT #5 OR
CLASS B RIP-RAP
1.5'9" MINFILTER FABRIC
MIN
1.5'AT CENTER24" MAXAT CENTER24" MAXHEIGHT AND CROSS SECTION.
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESING
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH TO THE STONE CHECK DAM, AND PREVENT LARGE
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
PORTION OF THE CHANNEL.
DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THAT COULD CLOG THE CHANNEL WHEN NEEDED.
RAINFALL EVENT AND REPAIR IMMEDIDATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER)
MAINTENANCE
ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS,
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
SAME AS THE TOE ELEVATION OF THE UPPER DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE
ENDS OF THE CHECK DAM.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE
ABUTS THE CHANNEL BANKS.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
CONSTRUCTION
NOT TO SCALE
DETAIL1

CG701

NOT TO SCALE
DETAIL2

NOT TO SCALE
DETAIL3

CG701

WHY THOSE MEASURES WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED.
• INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION,
APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED.
DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE
INSECT-INFESTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION
• CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR
OF THE TREE.
BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY AREAS
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE CUT
PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE
ROOT SYSTEM IMMEDIATELY.
TREES MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR
• PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED
• REMOVE TREE PROTECTION ZONE FENCES.
SITE:
THESE STEPS AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE
TAKECONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION.
MAINTENANCE
TWENTY FEET (20') IN SUCH A MANNER TO BE CLEARLY VISIBLE.
SHALL HAVE A TREE PROTECTION SIGN AFFIXED TO THE FENCE EVERY
PLACE. THE FENCING SHALL BE OF A HIGHLY VISIBLE MATERIAL, AND
METHODS SUFFICIENT ENOUGH TO KEEP THE FENCE UPRIGHT AND IN
SUPPORTED AT A MAXIMUM OF TEN-FOOT (10') INTERVALS BY APPROVED
FENCING OR SIMILAR FENCING AT LEAST FOUR FEET (4') HIGH AND
3. ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCING, SNOW
HAS BEEN COMPLETED.
OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL EXTERIOR WORK
PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT
TREE TO PROTECT THEM FROM CONSTRUCTION ACTIVITY. ALL
ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE
TREE OR GROUP OF TREES ON THE SITE A PROTECTIVE FENCING WHICH
2. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FOR EACH PROTECTED
VEGETATION IS TO BE RETAINED.
IN SUCH A WAY SO THAT ALL WORKERS SHALL KNOW THAT THE
1. ALL RETAINED TREES AS SHOWN SHALL BE IDENTIFIED ON THE SITE
STABILIZE IT.
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
REPAIRS IMMEDIATELY.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
MAINTENANCE
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
WITH 8-INCH EROSION CONTROL MATTING STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED
AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE
THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR
TO PREVENT SAGGING.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE
FOR BAFFLE SPACING.
POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. REFER TO SHEET CG724
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE
SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES
OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
CONSTRUCTION
EARTH BERM
BAFFLE (TYP.)

SEDIMENT PIT
CLASS #1 RIP RAP
FLOW
5'
CG705
TYP
CG705
CG810S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 8
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CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG811.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020NOT TO SCALE
DETAIL1
CG701
.PREVENT EROSION
ANGLE TO ALLOW VEGETATIVE GROWTH TO
SIDE SLOPES SHOULD BE 2:1 OR OF SUFFICIENT
STANDARD SPECIFICATIONS
WITH SECTIONS 1620 AND 1660 OF THE
DITCH SHOULD BE STABILIZED IN ACCORDANCE
PLACED ON THE DOWNSLOPE SIDE OF THE
BERM CREATED BY THE EXCAVATED MATERIAL
THE TOP, AND 6 FEET AT THE BOTTOM.
BERM SHOULD BE 2-FEET MINIMUM WIDTH AT
SHOULD BE 1.5-FEET MINIMUM DEPTH.
BOTTOM OF EXCAVATION TO TOP OF BERM
TECHNIQUES.
MULCH OR OTHER APPROVED STABILIZATION
AND STABILIZED WITH SEED, FERTILIZER AND
BE CONSIDERED UNCLASSIFIED EARTH MATERIAL
THE TEMPORARY DIVERSION AND BERM SHALL
TEMPORARY DIVERSION NOTES
BE MAINTAINED TO PREVENT EROSION.
STABILIZATION WITHIN THE DIVERSION SHOULD
DIVERSION.
IF ANY DAMAGE IS IDENTIFIED WITHIN THE
IMMEDIATE REPAIRS SHOULD BE PERFORMED
THE DESIGN DEPTH.
TEMPORARY DIVERSION IS 50 PERCENT OF
SEDIMENT SHOULD BE REMOVED WHEN THE
EQUIPMENT OR BREACHED BY RUNOFF
IMMEDIATELY REPAIRED IF DAMAGED BY
TEMPORARY DIVERSIONS SHOULD BE
DEPTH
DIVERSION IS 50 PERCENT OF THE DESIGN
FROM THE CHANNEL WHEN THE TEMPORARY
AT A MINIMUM, SEDIMENT SHOULD BE REMOVED
BASIS AND AFTER EACH SIGNIFICANT RAINFALL
DEVICES SHOULD BE INSPECTED ON REGULAR
TEMPORARY DIVERSION MAINTENANCE
5.
4.
3.
2.
1.
6.
5.
4.
3.
2.
1.
TEMPORARY DIVERSION

CG705

PERENNIAL STREAM.
DO NOT INSTALL THIS MEASURE IN AN INTERMITTENT OR
STABILIZATION OF THE DISTURBED DRAINAGE AREA.
DOWNSTREAM AREAS FROM SEDIMENTATION UNTIL PERMANENT
BE PROVIDED TO PROTECT THE STORM DRAINAGE SYSTEM AND 
TEMPORARY SEDIMENT TRAP. PIPE INLET PROTECTION SHOULD
AN EXCAVATED SEDIMENT STORAGE AREA TO SERVE AS A
BASINS AT THE PIPE OUTLET, OR USED IN COMBINATION WITH
BE USED TO SUPPLEMENT ADDITIONAL SEDIMENT TRAPS OR
MAXIMUM DIAMETER OF 36 INCHES. THIS INLET PROTECTION MAY
ROCK PIPE INLET PROTECTION MAY BE USED AT PIPES WITH A
CONDITIONS WHERE PRACTICE APPLIES
MINIMUM DEPTH OF 18 INCHES BELOW GRADE. 
UPSTREAM OF THE ROCK PIPE INLET PROTECTION, WITH A
THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED
PASSAGE OF HIGH FLOWS.
CLOSER THAN 2 FEET FROM THE CULVERT OPENING TO ALLOW
OF THE PIPE. THE INSIDE TOE OF THE STONE SHOULD BE NO
PIPE. THE STONE SHOULD TIE INTO THE FILL ON BOTH SIDES
MINIMUM OF 1 FOOT BELOW THE TOP OF THE FILL OVER THE
FROM OVERTOPPING. THE TOP OF THE STONE SHOULD BE A 
IMPORTANT TO PROTECT THE EMBANKMENT OVER THE PIPE
IN PREPARING PLANS FOR ROCK PIPE INLET PROTECTION, IT IS

12-INCH THICK LAYER OF #5 OR #57 WASHED STONE.
THE OUTSIDE FACE OF THE RIPRAP SHOULD BE COVED WITH A
B OR CLASS I RIPRAP, WITH A MINIMUM CREST WIDTH OF 3 FEET.
AROUND THE PIPE INLET SHOULD BE CONSTRUCTED OF CLASS
SLOPES NO STEEPER THAN 2:1. THE STONE “HORSESHOE”
THE MINIMUM STONE HEIGHT SHOULD BE 2 FEET, WITH SIDE
PROVIDED.
PER ACRE OF DISTURBED DRAINAGE AREA SHOULD BE 
BE 5 ACRES, AND 3600 CUBIC FEET OF SEDIMENT STORAGE
MUST BE SATISFIED. THE MAXIMUM DRAINAGE AREA SHOULD
THE DESIGN CRITERIA FOR TEMPORARY SEDIMENT TRAPS
STORAGE AREA TO SERVE AS A TEMPORARY SEDIMENT TRAP,
WHEN USED IN COMBINATION WITH AN EXCAVATED SEDIMENT
DESIGN CRITERIA
COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER. 
FILL DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS,
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
NATURAL GRADE.
THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND
PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE
DIVERSIONS.
ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR
WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT 
WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM
END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST
THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND
AND DISPOSAL OF SPOIL.
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION
CONSTRUCTION SPECIFICATIONS
AREAS AND PROVIDE PERMANENT GROUND COVER.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING
STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
BEEN PERMANENTLY STABILIZED, REMOVE THE
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE
BE REPLACED IMMEDIATELY.
DISPLACED FROM THE STONE HORSESHOE MUST
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP
THE GRAVEL FACING.
AREA AND REPLACE THE CONTAMINATED PART OF
THAT IS REMOVED IN THE DESIGNATED DISPOSAL
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
REMOVE SEDIMENT AND RESTORE THE SEDIMENT
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
INSPECT ROCK PIPE INLET PROTECTION AT LEAST
ROCK PIPE INLET MAINTENANCE
3.
2.
1.
NOT TO SCALE
DETAIL2

CG701

ROCK PIPE INLET PROTECTION
7'-6" MIN
18" MIN
18" MIN2" MIN
D12" MIN12"
12" MIN
STRUCTURAL STONE EARTH BERM
SEDIMENT CONTROL STONE
DIVERSION POINT
ROADWAY SHOULDER
PIPE2:12:1STRUCTURAL STONE
EARTH BERM
SEDIMENT CONTROL STONE DPIPE
SECTION
PLAN
FOR SEDIMENT STORAGE
FOR LIMITS SHOWN ON PLAN
EXCAVATE 2' BELOW GRADE

BY UP OR DOWNSTREAM CONTROLS.
REQUIRED VOLUME MAY BE PROVIDED
OF DISTURBED AREA. SOME OF THE
VOLUME OF 3600± CUBIC FEET PER ACRE
PROVIDE A TOTAL SEDIMENT TRAP
DIVERSION POINT.
ONE FOOT BELOW THE SHOULDER OR
CONSTRUCT TOP OF BERM A MINIMUM OF
SEDIMENT CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR
USE CLASS B RIPRAP STRUCTURAL STONE.
ROCK PIPE INLET PROTECTION NOTES:
CG811S.HAGGARDS.CURRYM.MAYERSEDIMENT AND EROSION CONTROL DETAILS 9
U.S. ARMY CORPS OF ENGINEERSSCAT_CG812.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
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A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\017101\03 CAD_BIM\_Sheets\05_Civil\SCAT_CG812.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG812S.HAGGARDS.CURRYM.MAYERSELF-INSPECTIONRECORDKEEPING AND REPORTING
U.S. ARMY CORPS OF ENGINEERSSCAT_CG813.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_CG813.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020CG813S.HAGGARDS.CURRYM.MAYERSELF-INSPECTIONRECORDKEEPING AND REPORTING
ELEV.=244.6'
BH-2
ELEV.=244.8'
BH-1
ELEV.=244.0'
BH-1724" 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)
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
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.=2243.15'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10016 TBM
TPED
TPED
CONC
CONC
CONC
CONC
15" RCP#108697
EJB
S
INV.=229.24'
42" RCP
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)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
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)8" PVC36" RCP
36" RCP
36" RCP
S 4" PVC
8" PVC6" PVC
OFF-SITE 24" RCPS
24" RCP
8" PVC8" PVC 8" PVC10" PVC
8" PVC 36" RCPS
72" CHLK72" CHLK72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
18" RCP
239.87
S
8" PVC8" PVCRCP
18"
8"
P
VC
8" PVCCONC DITCH
10" PVC8" PVC8" PVCS
15" RCP6" CPP6" CPPINV.=240.72'
INV.=240.57'INV.=237.81'
INV.=237.98'
PES PES PES
PESPESPES
15 " RCP
15" RCP6" PVC6" PVCT
8" PVC8" PVC15" CPP
T

HH
S
8"
PVC

W
W
T18" RCPCPP
18" 15" CPPS
T
18" RCP
S
S
T

W T 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
WVWV
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)
4" PVC
OFF-SITE
OFF-SITE
CB
TOP=224.25'
INV.=217.90' (SE)
2
4
" RCP10" PVCTOP=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
CONCCONCCONCCONCCONCCONC
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_CU101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
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F
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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_CU101.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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-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"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 CORDRDRD6"6"6"10"10"10"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"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
6"
6"
6"
6"6"6"6"8"
8"8"8"6"6"6"6"
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"24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.CU101S.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.
GENERAL NOTES
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'UTILITY PLANSITE WORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION
REFER TO ELECTRICAL AND COMMUNICATION SITE
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
2.
1.
CU110 CU111
CU112 CU113
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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" RCPCHILLER
BOX
HOT
BOL
FH
WV
WM
BOLBOL
BOL
BOL BOL
ELEV.=246.99'
E=1989952.37
N=482931.24
#10011 RB&C
ELEV.=245.56'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10013 TBM
ELEV.=246.92'
E=1989483.91
N=482923.12
RB&C
#10012
CONC
CONC
INV.=229.24'
42" RCP
INV.=234.99' (N)
INV.=234.93' (S)
INV.=225.70' (E)
INV.=225.68' (W)
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.=229.39' (N)
INV.=229.10' (SW)24" RCPTOP=240.38'
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=243.10'
OFF-SITE
OFF-SITE 8" PVC36" RCP
36" RCP4" PVC24" RCPS
24" RCP
36" RCPS
72" CHLK72" CHLKS
8" PVC8" PVC8
"
P
VC
S
HH

W
#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
FH
PIV
#112899
EL TF
WV
WV
#79177 83347
PPL
#110016
EL TF
83217
#79146
PPL
DI
83349
#79136
PPL
DUCT BANK LVL B
EMPTY COMM DUCT BANK LVL B
EMPTY COMM
DUCT BANK LVL C
EMPTY COMM
CONC
CONCCONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)
UNDER STORAGE CONTAINER
POSSIBLE DI
U.S. ARMY CORPS OF ENGINEERSSCAT_CU110.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_CU110.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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
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"6"
6"
6"6"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"
24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND
24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.N
CU110 CU111
CU112 CU113
KEY MAP
CU110S.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"
SHEET NOTES
1
2
4
5
GENERAL NOTES
3
LEGEND
W
FW
FH
PIV
CO
MH MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
ENLARGED UTILITY PLAN 11
1
1
11
3
3
44
4
4
5
5
6
6
7
8
7
8
1
2
9
10
9
9
11
11 11
11
10
10
12
5
12
12
13
13
10
11
SITE WORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION
REFER TO ELECTRICAL AND COMMUNICATION SITE
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET
PROVIDED BY ASUS.
BACKFLOW PREVENTER IN HOT BOX WILL BE
THE BUILDING. FOR FIRE PROTECTION, A PIV AND
PREVENTER WILL BE PROVIDED BY ASUS OUTSIDE
DOMESTIC WATER, A METER AND BACKFLOW
WILL ENTER THE BUILDING INDEPENDENTLY. FOR
DOMESTIC WATER AND FIRE PROTECTION WATER
OFFICER.
ALL WORK WITH ASUS THRU THE CONTRACTING
BY ASUS. THE CONTRACTOR SHALL COORDINATE
THE FINAL UTILITY ROUTES SHALL BE DETERMINED
CONSTRUCTED BY ASUS TO LINE OF DEMARCATION.
NEW SEWER LINES SHOWN ARE TO BE
REFER TO SHEET C-001 FOR GENERAL NOTES.
6.
5.
4.
3.
2.

1.
(BY ASUS)
PROVIDE ASUS APPROVED TAPPING VALVE AND SLEEVE.
(BY ASUS)OVER PIPE.
PROVIDE 6" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)COVER OVER PIPE.
PROVIDE 6" FIRE WATER LINE. PROVIDE 36" MINIMUM
(BY ASUS)OVER PIPE.
PROVIDE 8" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)ON SHEET CU503.
ASSEMBLY AND GATE VALVE. REFER TO DETAIL
PROVIDE ASUS APPROVED FIRE HYDRANT
SHEET CU510.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO
OF DEMARCATION.
PROVIDE 6" SANITARY SEWER LINE FROM POINT
SHEET CU512 AND SPECIFICATION 46 25 14.
PROVIDE OIL/WATER SEPARATOR. REFER TO
(BY ASUS)PROVIDE SANITARY SEWER MANHOLE.
(BY ASUS)PROVIDE SANITARY SEWER LINE.
PROVIDE GAS REGULATOR/METER.
PROVIDE GAS VALVE AND BOX.
PROVIDE 2" GAS LINE.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
WV
WV
TOP=250.25'
TMH
HOT BOX
CHILLER
BOL
BOL
O/H STEAM LINES (2)
BOX
HOT
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.=250.27'
E=1990417.36
N=482890.16
#10008 RB&C
BOL
TOP=251.19'
TMH
83207
#79438
PPL
TPED
18" RCP
CONC DITCH
1 5 " RCP
15" CPP
T
S
18" RCPC
PP
1
8
" 15" CPPS
T
18" RCP
S
S
T

W
T
14420
251.92
14419
252.13
14418
253.21
14415
253.75
14417
253.77
14416
254.00
WV
WV
WV
PIV
WV
WV
WV
WV
WV
FH
WMV
#79454 83356
PPL
#79401 83354
PPL
#110751
EL TRANS
EM
#79291 83353
PPL
WV
WV WV
WV
83176
#79443
PPL
LVL B
DUCT BANK
EMPTY COMM
83353
#79346
PPL
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
CONCCONCCONC
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_CU111.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_CU111.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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-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
6"6"6"8"
8"8"8"6"6"6"6"
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-1
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND
24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.N
CU110 CU111
CU112 CU113
KEY MAP
CU111S.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
W
FW
FH
PIV
CO
MH MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
ENLARGED UTILITY PLAN 2SHEET NOTES
1
2
4
5
GENERAL NOTES
3
6
7
8
9
10
11
12
13
14
16
1
1
3
4
5
6
2
9
9
9
9
9
9
11
11
12
13
14
14 15
11
9
10
5
15
17
17
16
5
16
16
16
8
8 8
17
18
16
18
18
8
8
17
17
17
18
6
6
(BY ASUS)MINIMUM COVER OVER PIPE.
PROVIDE 8" FIRE WATER LINE. PROVIDE 36"
(BY ASUS)OVER PIPE.
PROVIDE 6" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)OVER PIPE.
PROVIDE 8" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)PROVIDE SANITARY SEWER MANHOLE.
(BY ASUS)PROVIDE SANITARY SEWER LINE.
SHEET CU510.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO
OF DEMARCATION.
PROVIDE 6" SANITARY SEWER LINE FROM POINT
PROVIDE GAS REGULATOR/METER.
PROVIDE GAS VALVE AND BOX.
PROVIDE 2" GAS LINE.
(BY ASUS)MINIMUM COVER OVER PIPE.
PROVIDE 6" FIRE WATER LINE. PROVIDE 36"
(BY ASUS)SHEET CU501 AND CU504.
MINIMUM 4" THICK CONCRETE PAD. REFER TO
PREVENTER IN HEATED ENCLOSURE. PROVIDE
PROVIDE ASUS APPROVED 6" RPZ BACK FLOW
(BY ASUS)SLEEVE.
PROVIDE ASUS APPROVED TAPPING VALVE AND
(BY ASUS)ON SHEET CU503.
ASSEMBLY AND GATE VALVE. REFER TO DETAIL
PROVIDE ASUS APPROVED FIRE HYDRANT
(BY ASUS)SHEET CU501 AND CU504.
MINIMUM 4" THICK CONCRETE PAD. REFER TO
PREVENTER IN HEATED ENCLOSURE. PROVIDE
PROVIDE ASUS APPROVED 8" RPZ BACK FLOW
(BY ASUS)SHEET CU501 AND CU504.
MINIMUM 4" THICK CONCRETE PAD. REFER TO
PREVENTER IN HEATED ENCLOSURE. PROVIDE
PROVIDE ASUS APPROVED 4" RPZ BACK FLOW
(BY ASUS)SHEET CU504.
IN PRECAST CONCRETE VAULT. REFER TO
PROVIDE 4" ASUS APPROVED WATER METER
(BY ASUS)36" MINIMUM COVER OVER PIPE.
PROVIDE 3" DOMESTIC WATER LINE. PROVIDE
7
SITE WORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION
REFER TO ELECTRICAL AND COMMUNICATION SITE
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET
PROVIDED BY ASUS.
BACKFLOW PREVENTER IN HOT BOX WILL BE
THE BUILDING. FOR FIRE PROTECTION, A PIV AND
PREVENTER WILL BE PROVIDED BY ASUS OUTSIDE
DOMESTIC WATER, A METER AND BACKFLOW
WILL ENTER THE BUILDING INDEPENDENTLY. FOR
DOMESTIC WATER AND FIRE PROTECTION WATER
OFFICER.
ALL WORK WITH ASUS THRU THE CONTRACTING
BY ASUS. THE CONTRACTOR SHALL COORDINATE
THE FINAL UTILITY ROUTES SHALL BE DETERMINED
CONSTRUCTED BY ASUS TO LINE OF DEMARCATION.
NEW SEWER LINES SHOWN ARE TO BE
REFER TO SHEET C-001 FOR GENERAL NOTES.
6.
5.
4.
3.
2.

1.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
ELEV.=244.6'
BH-224" RCP18" RCPASPHALT
ASPHALT
ASPHALT
CONC
(96" HIGH)
12" BLOCK WALL
BOL (2)
CONC
GATEBOL (2)
WV FH
BOLBOL
ELEV.=241.22'
E=1989494.98
N=482343.47
#10014 RB&C
ELEV.=2243.15'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10016 TBM
CONC
CONC
15" 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" CPPP 8" PVC6" PVC
OFF-SITE
8" PVC8" PVC10" PVC
8" PVC 72" CHLK72" CHLK72" CHLK72" CHLKGATE
BOL
BOL (10)GATE
239.87
HH
HH
P
P 8" PVC10" PVC8" PVC8" PVC6" CPP6" CPPINV.=240.72'
INV.=237.98'
PES PES PES
MOUNTAIN VIPER DRIVE
TOP=240.76'
EL HH
TOP=240.58'
EL HH
FH
WV
FH
WVWV
WV
WV
#79092 83030
PPL
EJB #112501
WV WV
83160
#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)
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
TOP=238.28'
INV.=228.36' (N)
INV.=228.32' (E)
TOP=241.33'
INV.=227.83' (W)
INV.=228.18' (E)
INV.=227.77' (S)U.S. ARMY CORPS OF ENGINEERSSCAT_CU112.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_CU112.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HAZ STORAGE
STORM WATER WET POND #2 MAIN POOLWET POND #1 MAIN POOLSTORM WATERFOREBAY
#1
WET POND
GI-1
GI-2
WWWW8"8"6"
8"8"
HW-9 24"24"
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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND
24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.N
CU110 CU111
CU112 CU113
KEY MAP
CU112S.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"ENLARGED UTILITY PLAN 3SHEET NOTES
1
2
GENERAL NOTES
1
1
1
1
2
3
4
3
4
4
4
4
5
5
7.
6.
5.
4.
3.
2.

1.
(BY ASUS)OVER PIPE.
PROVIDE 6" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)OVER PIPE.
PROVIDE 8" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)ON SHEET CU503.
ASSEMBLY AND GATE VALVE. REFER TO DETAIL
PROVIDE ASUS APPROVED FIRE HYDRANT
VALVE, AND BOX.
PROVIDE NATURAL GAS CONNECTION,
PROVIDE 2" GAS LINE.
PROVIDER.
COORDINATED WITH THE CONTRACTOR AND SERVICE
LOCATION AND THE SERVICE LINE SHALL BE
MAKE THE FINAL DETERMINATION OF THE CONNECTION
PIEDMONT ENERGY. ALSO, PIEDMONT ENERGY SHALL
APPROXIMATE AND HAS BEEN FIELD LOCATED BY
EXISTING NATURAL GAS LOCATION SHOWN IS
SITE WORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION
REFER TO ELECTRICAL AND COMMUNICATION SITE
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET
PROVIDED BY ASUS.
BACKFLOW PREVENTER IN HOT BOX WILL BE
THE BUILDING. FOR FIRE PROTECTION, A PIV AND
PREVENTER WILL BE PROVIDED BY ASUS OUTSIDE
DOMESTIC WATER, A METER AND BACKFLOW
WILL ENTER THE BUILDING INDEPENDENTLY. FOR
DOMESTIC WATER AND FIRE PROTECTION WATER
OFFICER.
ALL WORK WITH ASUS THRU THE CONTRACTING
BY ASUS. THE CONTRACTOR SHALL COORDINATE
THE FINAL UTILITY ROUTES SHALL BE DETERMINED
CONSTRUCTED BY ASUS TO LINE OF DEMARCATION.
NEW SEWER LINES SHOWN ARE TO BE
REFER TO SHEET C-001 FOR GENERAL NOTES.
ELEV.=244.6'BH-2
ELEV.=244.8'BH-1
ELEV.=244.0'BH-17
ASPHALT
ASPHALT
MARKERGAS
MARKERGAS
S
S
S
S
UG COMM
UG COMM
BL*516
T
UG COMM
BL*516
COMMT
HH
UG COMM
S
EL*516
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
ELEV.=244.8'
BH-1
ELEV.=244.0'
BH-17
ASPHALT
ASPHALT
CONC
CONC
CONC
FH
WV
MARKER
GAS
PAD
CONC CHILLERHOT BOX
HOT BOX
MARKER
GAS
FH
WV
BOL
BOL
U/G STEAM LINES (2)
O/H STEAM LINES (2)
ELEV.=243.13'
E=1990414.97
N=482315.01
#10006 RB&C
ELEV.=249.01'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
BOL
247.53'
TOP=
TMH
15" RCPTPED
8" PVC RCP
18"
LS BD
LS BD
LS BD
LS BD
LS BD
HH
P
LS BD
LS BD
LS BD
LS BD
15" RCP15" RCPLS BD
P 6" PVC6" PVCT
8" PVC8" PVC 8" PV
C
W
P
T
CONC SW
MOUNTAIN VIPER DRIVE
FH
TOP=243.65'
EL HH
WV
WV
GV
#110766
EJB
EM
PIV
WV
WMV
WV
WV
WV
#79445 83096
PPL
TOP=247.23'
INV.=241.32' (S)
4" PVC
OFF-SITE
OFF-SITE
83136
#79444
PPL
83096
#79445
PPL
TOP=244.48'
INV.=231.44' (W)
INV.=231.51' (E)
TOP=246.27'
INV.=238.38' (N)
INV.=235.32' (W)
LVL B
DUCT BANK
EMPTY COMM
DUCT BANK LVL B
EMPTY COMM
FH
WV
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
INV.=246.58'
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)
243.93'
INV.=
UKN
UKN
UKN U.S. ARMY CORPS OF ENGINEERSSCAT_CU113.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_CU113.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
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"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 CORDRD
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
WW
W
WWWW WFWFWFWFWFW
FWFWWWWWW
+
CO
GI-318"24"8" PERF.8" PERF.30"24"
FW
6"6"6"
6"6"6"6"8"8"8"6"6"6"6"
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 RD10"RD10 "RD10"RD6"RD
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"OWS
DEADLINE PARKING
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
#1WET POND
24"8" PERF.8" PERF.8" PERF.8" PERF.8" PERF.N
CU110 CU111
CU112 CU113
KEY MAP
CU113S.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"
5.
4.
3.
2.

1.
LEGEND
W
FW
FH
PIV
CO
MH MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
ENLARGED UTILITY PLAN 4GENERAL NOTES
SHEET NOTES
1
2
1
2
2
2
2
3
3
2
3
4
(BY ASUS)BOX.
PROVIDE ASUS APPROVED ISOLATION VALVE AND
(BY ASUS)SLEEVE.
PROVIDE ASUS APPROVED TAPPING VALVE AND
(BY ASUS)OVER PIPE.
PROVIDE 6" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)OVER PIPE.
PROVIDE 8" WATER LINE. PROVIDE 36" MINIMUM COVER
(BY ASUS)ON SHEET CU503.
ASSEMBLY AND GATE VALVE. REFER TO DETAIL
PROVIDE ASUS APPROVED FIRE HYDRANT
5
4
5
1
SITE WORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION
REFER TO ELECTRICAL AND COMMUNICATION SITE
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET
PROVIDED BY ASUS.
BACKFLOW PREVENTER IN HOT BOX WILL BE
THE BUILDING. FOR FIRE PROTECTION, A PIV AND
PREVENTER WILL BE PROVIDED BY ASUS OUTSIDE
DOMESTIC WATER, A METER AND BACKFLOW
WILL ENTER THE BUILDING INDEPENDENTLY. FOR
DOMESTIC WATER AND FIRE PROTECTION WATER
OFFICER.
ALL WORK WITH ASUS THRU THE CONTRACTING
BY ASUS. THE CONTRACTOR SHALL COORDINATE
THE FINAL UTILITY ROUTES SHALL BE DETERMINED
CONSTRUCTED BY ASUS TO LINE OF DEMARCATION.
NEW SEWER LINES SHOWN ARE TO BE
REFER TO SHEET C-001 FOR GENERAL NOTES.
6.
5.
4.
3.
2.

1.
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"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 CORDRDRD6"6"6"10"10"10"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"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
6"
6"
6"
6"6"6"6"8"
8"8"8"6"6"6"6"
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"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
3
1231232
23223
2
232232232233
233
233233
233
23336" RCP
36" RCP
36" RCP
S
234234
234234234234234234
234
235235
235
235 235235235235235235235
235235235235235
235 235235235235
236236236
236236 236
236
23623623623623
6 2364" PVC
8" PVC6" PVC 24
" RCP24" RCP
8" PVC237237237
237237237 237237
237237
2
37237237
237237
237
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
239239239239239239
2
3
9
2
3
9
239
239
239
2392392392
3
9
239239239239239239
S
239
239
239
18" RCP
2
40
240240240240240
2
402402
4
0
240
240
240
240240240240
240240240240240240240240240240240240240
240
240
240
240240240 240240240240S
24"240240240240240240240240240 240 240
240240240240240
240
2402402402402408" PVC8" PVC8"
P
VC241241 241241
2412
4
1
2
4
1
241
241
241
241
241241241
241241241241241241241241241241241241
241
241
241
241241241241241241
241
241
241241241241
241241241241241241241241241241241241241 2412412412412 4 1
241
241241241241241241241241241241241
2
4
1 241241241241243241
UG COMM
8" PVC24224224224224224
2
242
242
242
242242
242
242 242
24224224224224224224224224224224224
2
242242
242
242
242
242
2422422422
42242242242242242242
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
243
243
243 243243243243243243243243243243243243243243243
243243
243
2
4
3
243
243
243
243
24324324
3243243243243243243
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
2
44244
244
244
244
244244244244244244244244244244244244244244244
244244244
244
244
244
244
244
244244244244244
244244244
24424
4244244
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" PVC2462462462462
46
246246246246246246246246246246246246246246246246246246246246
246
246 246246246246246246246246
246246246
246246
246
2
46246246246246246246246
246246246246 246
246
246246
246
246246
246
246
246
246246246246246COMM
EL*516 UG COMM
T
HH
2472472472472
4
7
2
4
7
247247247247247247247247
247
247247
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
248
248 248248248248248248248248248
2482482482482
4
8
248248248248248S248EL*516BL*516T
UG COMM
18" RCP
249
249249
249249249
249 249249249249249
249249
S
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
251251251251251251 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
" RCP
10" 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.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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
6.
5.
4.
3.
2.

1.
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
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'OVERALL LANDSCAPE PLANLP110 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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK 72" 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 BDLS BDLS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BDLS BDLS BD LS BDLS BD LS BD
LS BD
LS BDLS BD
BL*607
BL*516
LS BD BL*603LS BDLS BD
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREALS 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 BDCL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMMT
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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"
36"
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"6"
6"
6"6"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
9
S
239240240240 240240240
2402402
4
0
240
240240S
24"2402402402402402408" PVC8" PVC8
"
P
VC241241 2412
4
1
2412
4
1
2
4
1
241
2 4 1
241242242242242 24224224
2
242
242
242242
2
422428" 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.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 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 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
6.
5.
4.
3.
2.

1.
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
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 BASIN
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK 72" 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 BDLS BDLS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BDLS BDLS BD LS BDLS BD LS BD
LS BD
LS BDLS BD
BL*607
BL*516
LS BD BL*603LS BDLS BD
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREALS 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 BDCL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMMT
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
6"6"6"8"
8"8"8"6"6"6"6"
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-1
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
244
2
4
4244244244244244 244244244244244 245245
245
245 245245245245245245245
245245 245245245
245245245245245245245245 245245245
UG COMM
15" CPP
246246246246246246246246246246
246
246 246246246246246246246246246246246246
246246
246
246
246
246 246
246246246246COMM
EL*516
UG COMM
T 2472
4
7 2472472
4
7
247
247247247247247247247
247247 2472472
4
7
247247247247247247247247247
S
247
247BL*700 UG COMM
UG COMM
CP
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 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
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.dgn07-JAN-202006:55 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020FF EL 247.00
CIVIL AFFAIRS TEMF
FF EL 247.00
ORG STORAGE "C"FF EL 247.00ORG STORAGE "D"FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
6.
5.
4.
3.
2.

1.
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
AREA TO BE SODDED
GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'ENLARGED LANDSCAPE PLAN 2SD
-
SD
-
SD
-
SD
-
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK 72" 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 BDLS BDLS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BDLS BDLS BD LS BDLS BD LS BD
LS BD
LS BDLS BD
BL*607
BL*516
LS BD BL*603LS BDLS BD
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREALS 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 BDCL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMMT
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
9
2
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" PVC2
42
2422422422422422422
4
2
242242
242
242
242
242
242242242242
242242
10" PVC8" PVC8" PVC243243243243243243243243
243243
243
2
43
243
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.dgn07-JAN-202006:56 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020HAZ STORAGE
STORM WATER WET POND #2 MAIN POOL
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
6.
5.
4.
3.
2.

1.
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
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
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")WALLBRICK
MARKERGAS
PADCONC
MARKERGAS
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)
BOXHOT
BOLBOL
BOL
BOL
BOL BOL
BOL
S
S
BOL (10)GATE 72" CHLK 72" 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 BDLS BDLS BDLS BD CL*603
EL*607
LS BD
LS BD
LS BD
LS BD
LS BD LS BDLS BDLS BD LS BDLS BD LS BD
LS BD
LS BDLS BD
BL*607
BL*516
LS BD BL*603LS BDLS BD
LS BD
LS BD
LS BD
LS BDLS BD
LS BD
LS BD
LS BD LS BD CL*603
T
EL*607
BL*607
CL*607
COMM
LS BD BL*603 FITNESS AREALS 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 BDCL*603
EL*607
UG COMM
UG COMM
UG COMM
EL*700 UG COMMT
S
CONC SW
MOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVEMOUNTAIN VIPER DRIVE
GV
UKN
UKN
RAPRIP
BLDGWD
CONC
FITNESS AREA
(APPROXIMATE LOCATION, NO ACCESS)UNDER STORAGE CONTAINERPOSSIBLE 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
24224224224224224224224224
2 242242
242242242242242242242242242242
242
243
243243243243243243243
243
243243243243243
243243243243243243243243243243243
243243243243243243243243
243
243
243 24315" RCP244244244244244244244244244
244244244244244
244244244244244244244244244244244244 244
244
244244244244 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.dgn07-JAN-202006:56 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020WET POND #2 FOREBAY
STORM WATER STORM WATER WET POND #2 MAIN POOL
FF EL 247.00CIVIL AFFAIRS TEMF FF EL 247.00CIVIL AFFAIRS TEMF
FF EL 246.25ORG 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
6.
5.
4.
3.
2.

1.
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
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)
U.S. ARMY CORPS OF ENGINEERSSCAT_LP501.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
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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_LP501.dgn07-JAN-202006:56 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020NO SCALE
AND STAKING DETAIL
DECIDUOUS TREE PLANTING
AND STAKING DETAIL
EVERGREEN TREE PLANTING
NO SCALE
(BALLED & BURLAPPED OR CONTAINER)(BALLED & BURLAPPED OR CONTAINER)
CL CL
(BALLED AND BURLAPPED OR CONTAINER)
MIN.MIN.
VARIES
MIN.
24"
18" to
24"
18" to
NO SCALE
NO SCALE
(SINGLE / MULTI-TRUNK)
(BALLED & BURLAPPED OR CONTAINER)
PLANTING DETAIL
MEDIUM SHRUB
PLANTING DETAIL
SMALL SHRUB
SOIL MIX BELOW ROOT BALL.
PLANT ALL NEW PLANT MATERIAL AT ORIGINAL FIELD GROWN LEVEL. TAMP
THE ROOTS OF THE PLANT.
THIS IS TO ENSURE ADEQUATE RECEPTION OF OXYGEN AND MOISTURE TO
SET AT GROUND LEVEL OR NO MORE THAN 2" ABOVE THE EXISTING GRADE.
HAS BEEN FIRMLY PLACED AROUND THE ROOTS OR BALL. PLANTS SHALL BE
PLANTS SHALL BE SET PLUMB AND HELD IN POSITION UNTIL SUFFICIENT SOIL
EACH PLANT AS FINAL ADJUSTMENTS ARE MADE.
AND/OR TO COMPENSATE FOR SETTLING. SOIL SHALL BE FIRMED AROUND
NECESSARY TO ENSURE CORRECT DEPTH OF PLANTING, VERTICAL ALIGNMENT
AND IMMEDIATELY AFTER WATERING, ALL PLANTS SHALL BE ADJUSTED AS
WITHIN THE SAME WORKING DAY UPON WHICH THEY WERE PLANTED. DURING
ALL PLANTS SHALL BE "WATERED IN" BY FLOODING THE BACKFILLED HOLE
SHALL BE THE SAME DIAMETER OR SLIGHTLY LARGER THAN THE ROOT BALL.
PIT AS WELL TO FORM A SAUCER 2" TO 3" HIGH AROUND THE PLANT. SAUCERS
DIGGING HAS BEEN COMPLETED. USE ANY EXCESS SOIL FROM THE PLANTING
ALL TOPSOIL SHALL BE RETAINED AND REUSED IN PLANTING HOLES AFTER
4.
3.
2.
1.
SHEET NOTES:
8.
7.
6.
5.
LP501
1
2.

1.
OF HOLE PRIOR TO PLANTING.
SCARIFY BOTTOM AND SIDES

TO BE IN CONTACT WITH TRUNK.
NOTED OTHERWISE. NO MULCH
HARDWOOD MULCH UNLESS
CONIFER TO HAVE SHREDDED
NOTE:
BALL.
PENETRATE ROOT
STAKE SHALL NOT
NOTE:
BALL.
PENETRATE ROOT
STAKE SHALL NOT
NOTE:
LP501
2
LP501
3
LP501
4
MIN.
1'-0"6"DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
OF TOTAL BACKFILL SOIL
APPOXIMATELY ONE THIRD
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
ALONG WITH PLANTING SOIL
SOIL FROM ALTERED GRADE
TIP OF TREE
OR DAMAGE
DO NOT PRUNE
LEADER
DO NOT CUT
ORIGINAL SOIL
AND TAPERS DOWN TO
ROOT BALL "KNEES"
BACKFILL SOIL COVERS
HARDWOOD MULCH
3" DEPTH SHREDDED
TOP OF ROOT BALL
NO BACKFILL SOIL COVERS
OR FROZEN.
CONDITIONS. NO PLANTING SHALL OCCUR IF THE GROUND IS MUDDY
AND COMPLETED PRIOR TO DECEMBER 15, DEPENDING ON WEATHER
FALL PLANTING SHALL BE ACCOMPLISHED BEGINNING OCTOBER 15
PLISHED BEGINNING MARCH 1 AND COMPLETED PRIOR TO JUNE 1.
SPRING PLANTING FOR TREES AND SHRUBS SHALL BE ACCOM-
SHOULD COVER THE ENTIRE SAUCER AREA OF EACH PLANT.
INDIVIDUALLY PLANTED TREE, SHRUB AND PERENNIAL FLOWER AND
SPREAD TO A DEPTH OF 3" AND AT A RADIUS OF 16" AROUND EACH
OF NEW PLANT MATERIAL. SHREDDED HARDWOOD MULCH SHALL BE
MATERIAL SHALL BE COMPLETED WITHIN 48 HOURS AFTER PLANTING
INSTALLATION OF SHREDDED HARDWOOD MULCH AROUND PLANT
BRAGG, FAYETTEVILLE AREA AND OR STATE OF NORTH CAROLINA.
BE PURCHASED FROM LOCAL AREA NURSERIES AROUND THE FT.
ZONE 8 OF THE UNITED STATES. ALSO, PLANT MATERIAL SHOULD
PURCHASE STOCKED PLANTS THAT ARE ADAPTED TO HARDINESS
THE EXISTING LANDSCAPE UNLESS PLANTING ON A SLOPE.
WITHIN 5'-0" OF THE PLANTING HOLE. GRADE THE AREA TO MEET
CLEAR, REMOVE AND DISPOSE OF BRUSH, SNAGS, AND RUBBISH
SECOND BRANCH
TREE WRAP TO
GRADE
TO 2" ABOVE
BALL RISES 1"
TOP OF ROOT
MULCH
HARDWOOD
SHREDDED
3" DEPTH
HOLE
PLANTING
SHAPED
SAUCER-
NO SCALE
CL CL
MATERIAL, (TYP.)
OF CONTAINERIZED
HAND LOOSEN ROOTS
NOTE:
PLANTING DETAIL
PERENNIAL FLOWER /
LP501
5
UNDISTURBED SOIL
TREE SITS ON
BALL DIAMETER
SIZE OF ROOT
SHALL BE 3 TIMES
PLANTING HOLE
FROM THE ROOT BALL
AND BURLAP AWAY
12" OF WIRE BASKET
REMOVE UPPER 2/3 OR
MIN.4"MIN.
4"
O.C., (TYP.)
1'-4"
SEE PLANT SCHEDULE
VARIES
OF TOTAL BACKFILL SOIL
APPOXIMATELY ONE THIRD
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
ALONG WITH PLANTING SOIL
SOIL FROM ALTERED GRADE
PERENNIAL FLOWER PLANTING
EXISTING SUBSOIL
GRADE
TO 4" ABOVE
SOIL SAUCER 2"
SUBGRADE
SOIL)
OF TOTAL BACKFILL
APPROXIMATELY 1/3
ORGANIC MATERIAL
COMPOST, OR OTHER
BUSTER, COTTON
MIXTURE WITH CLAY
AMEND PLANTING SOIL
HARDWOOD MULCH
3" (DEPTH) SHREDDED
EVERY 3"
1/8" to 1/4" DEEP
VERTICAL SCORE
OR POTS
WIRE BASKS AND/
REMOVE ALL TIES,
GRADE
SURROUNDING
2" TO 4" ABOVE
SHOULD BE
TOP OF BALL
SOIL)
OF TOTAL BACKFILL
APPROXIMATELY 1/3
ORGANIC MATERIAL
COMPOST, OR OTHER
BUSTER, COTTON
MIXTURE WITH CLAY
AMEND PLANTING SOIL
ROOT BALL
COVERS TOP OF
NO BACKFILL SOIL
DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
BACKFILL SOIL)
APPROXIMATELY 1/3 OF TOTAL
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
AMEND PLANTING SOIL
DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
ORIGINAL SOIL
AND TAPERS DOWN TO
ROOT BALL "KNEES"
BACKFILL SOIL COVERS
HARDWOOD MULCH
3" DEPTH SHREDDED
ROOT BALL
COVERS TOP OF
NO BACKFILL SOIL
UNDISTURBED SOIL
TREE SITS ON
GRADE
TO 2" ABOVE
BALL RISES 1"
TOP OF ROOT
MULCH
HARDWOOD
SHREDDED
3" (DEPTH)
HOLE
PLANTING
SHAPED
SAUCER-
BALL DIA.
SIZE OF ROOT
BE 3 TIMES
HOLE SHALL
PLANTING
FROM THE ROOT BALL
AND BURLAP AWAY
12" OF WIRE BASKET
REMOVE UPPER 2/3's OR
CIVIL DRAWINGS
AREA, REFER TO
SEEDED MULCH
SURROUNDING GRADE
BE 2" TO 4" ABOVE
TOP OF BALL SHOULD
TO CIVIL DRAWINGS
HARDWOOD MULCH, REFER
3" (DEPTH) SHREDDED
CIVIL DRAWINGS
AREA, REFER TO
SEEDED MULCH
CUT LEADER
DO NOT
SAUCER
MULCH
HARDWOOD
SHREDDED
BERM
EARTH
GRADE
BASE
UNDISTURBED
FIRM,
.03'VARIES
24" MIN.
18" to
FIRM, UNDISTURBED BASE
BALL DIAMETER
BE 3 TIMES SIZE OF ROOT
PLANTING HOLE SHALL
HARDWOOD MULCH
3" (DEPTH) SHREDDED
SAUCER
EARTHEN
GRADE
ABOVE SURROUNDING
SHOULD BE 2" TO 4"
TOP OF ROOT BALL
GUY AND STAKING OF TREES
POST SHALL BE USED FOR
BIODEGRADABLE TIES AND
NOTE:
13.
12.
11.
10.
9.
OUT THE GUARANTEE PERIOD.
A PLUMB POSITION THROUGH-
FOR MAINTAINING TREES IN
CONTRACTOR IS RESPONSIBLE
13 THIS SHEET. HOWEVER, THE
TREES. REFER TO NOTE
OPTION ON HOW TO STAKE
IT IS THE CONTRACTOR'S
NOTE:

30"

30"
"BURLAP"
(3) NATURE TIES
MIN.5'-0"GROUND
8' LONG, 36" INTO
(3) WOODEN STAKES
GROUND
8' LONG, 36" INTO
3) WOODEN STAKES
"BURLAP"
(3) NATURE TIES
36"5'-0"BALL. TIES SHOULD NOT ALLOW FOR TRUNK MOVEMENT.
DRIVE STAKES 3 FEET IN THE GROUND, DO NOT INJURE THE ROOT
STAKE AND GUY PLANTS USING 3 STAKES AND GUYS PER TREE.
ESTABLISHMENT PERIOD.
PLANTED TREES FOR THE DURATION OF THE
IRRIGATION OR OTHER WATERING METHODS FOR ALL
CONTRACTOR TO PROVIDE GATOR BAG, TEMPORARY
TREES.
CONTAIN SUFFICIENT MOISTURE TO SUPPORT THE
PLANTING SOIL SHALL NOT BE COMPACTED AND SHALL
REMOVE TREE STAKES 90 DAYS AFTER PLANTING.
CONDITIONS. REFER TO SEEDING SPECIFICATION 32 92 19.
SEPTEMBER 1 THROUGH FEBRUARY 28 DEPENDING ON WEATHER
AND "WARM SEASON" GRASSES SHALL BE PERFORMED FROM
PERMANENT AND TEMPORARY SEEDING FOR "COOL SEASON"

30"

30"
LP501S.HAGGARDS.CURRYM.MAYERLANDSCAPE DETAILS
U.S. ARMY CORPS OF ENGINEERSSCAT_LP601.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_LP601.dgn07-JAN-202006:56 XXX-XX-XXR. BOSTONW912PM-19-C-000869 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)FY 18 / PN 69552CIVIL AFFAIRS TEMFJANUARY 2020GENERAL NOTES
LT
X
SCIENTIFIC NAME COND.QTY SIZE REMARKSHEIGHTCOMMON NAMEPLANT SYMBOL
---
DETAIL
P L A N T S C H E D U L E
---
2" CALIPER
1 1/2" to
---
EASTERN REDBUD Cercis canadensis
TREES - (Medium/Ornamental: 15' to 30' Height)
TREES - (Large: 30' to 100' Height)
FLOWERING DOGWOOD Cornus florida
---
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
A ROSY-PINK WITH PURPLISH TINGE. FLOWERS FOR 2 TO 3 WEEKS.
GREEN BUT CAN BE AN EXCELLENT YELLOW. FLOWERS ARE PERFECT, REDDISH PURPLE IN BUD, OPENING TO
PLANT APPROX. AT 30'-0" O.C. REACHES 20'-0" to 30'-0" IN HEIGHT. FALL COLOR IS USUALLY A POOR YELLOW-
AUTUMN. BRACTS BLOOM WHITE IN SPRING FOR 2-3 WEEKS. CLUSTERS OF BRIGHT RED FRUIT INTO WINTER.
WITH HORIZONTAL BRANCHES. OPPOSITE, DECIDUOUS MIDGREEN LEAVES THAT TURNS RED AND PURPLE IN
PLANT APPROX. AT 25'-0" O.C. REACHES 25'-0" to 30'-0" IN HEIGHT. SHORT TRUNK WITH FULL, ROUNDED CROWN
CONT.
CONT.
CONT.
RED MAPLE 'RED SUNSET'Acer rubrum
2" CALIPER
1 1/2" to ---
LANDSCAPE DESIGNERS. SOFT GRAY BARK COLOR. SOIL TOLERANT.
ORANGE TO RED FALL COLOR. ONE OF THE BEST RED MAPLE CULTIVARS CONSIDERED BY NURSERYMEN AND
PLANT APPROX. AT 50'-0" O.C. REACHES 40'-0" to 60'-0" IN HEIGHT. MEDIUM - FAST GROWTH RATE. EXCELLENT
CONT.
WILLOW OAK Quercus phellos
2" CALIPER
1 1/2" to ---
DROUGHT, POLLUTION, AND STANDING WATER. LEAVES EASY TO CLEAN UP.
MODERATE WATER REQUIREMENTS. FALL COLOR IS YELLOW TO YELLOW-BROWN. TOLERANT OF HEAT AND
PLANT APPROX. AT 45'-0" O.C. REACHES 60'-0" to 75'-0" IN HEIGHT. A RELATIVELY FAST GROWING SPECIES.
CONT.
------
MT
X
PLANT SYMBOL LEGEND
FG
X
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
PERENNIAL FLOWER / GRASS - (Small to Medium: .5' to 4' Height)
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
RM
X
LONGLEAF PINE Pinus Palustris
DROUGHT, HEAT TOLERANT.
GENERATIONS. GROWS AT MODERATE PACE. GROWS ONE WELL DRAINED USUALLY SANDY SOIL.
PLANT APPROX. AT 20'-0" O.C. REACHES 90'-0" to 120'-0" IN HEIGHT. LONG-LIVED TREE LASTING FOR
LP
X
WO
X
X
FD
X
ER
SD
-

APPEARANCE.
ALL RELATED PLANT SPECIES SHALL BE SIMILAR IN
REFER TO SHEET LP101 FOR LANDSCAPE PLAN
2.
1.
------
NEXT TO EACH OTHER.
LONGEST STRAIGHT EDGE OF THE AREA. MAKE SURE THAT EACH BERMUDA SOD PIECE IS TIGHTLY PLACED
START LAYING IT, BUT NOT MUDDY. START LAYING THE SOD PIECES END-TO-END STARTING ALONG THE
APPLY 1/4 TO 1/2 INCH OF WATER THE NIGHT BEFORE LAYING SOD. THE SOIL SHOULD BE MOIST WHEN YOU
CENTIPEDE SOD Eremochloa ophiuroides
2
LP601S.HAGGARDS.CURRYM.MAYERPLANTING SCHEDULE