SW6200902_PN80774 SERE Resistance Training Complex - Plans_20200924

U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\05_Civil\Drawings\SedimentandErosion\StormwaterCover.dgn16-SEP-202009:01XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINAStormwaterCover.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
of Engineers
US Army Corps
®
CONTRACT NO.: W912PM-19-C-0042
Wilmington District
G-001
FY21 PN# 80774
COVER SHEETFOR OFFICIAL USE ONLY
SOF SERE RESISTANCE TRAINING COMPLEX
CAMP MACKALL, NORTH CAROLINA
ISSUE DATE: SEPTEMBER 2020
FOR OFFICIAL USE ONLY
NOT FOR CONSTRUCTION
S.HAGGARDM.MAYERC.HILLSTORMWATER MANAGEMENT PERMIT
5 U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\01_Gen\SERE_G-201.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_G-201.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
11TH ABN DIV RD
11TH ABN DIV RD
pop. 677
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pop. 1,360
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pop. 4,587
Hamlet
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pop. 12,217
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pop. 804
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pop. 4,321
Saunders
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Ashley
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Silver City
Five Points
Pine Hill
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T2870
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T2754
T2750
T3038
T2746
T2761
T2766
T3037 T2747
T2742
T2547
T2924
T2757
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T5463
T3467
T2962
T2862
T2662
T2462
T2464
T2152
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T3326
T2466
T2745
T3361
T2468
T2471
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T2257
T3470
6 SD CU
17TH ABN DIV RD1
7TH ABN DIV
RD13TH ABN DIV RD1
7TH ABN DI
V RD17T
H A
B
N DIV
RD
GLIDER RD
11TH AB
N DIV RD
11TH ABN DI
V RD1
1TH ABN DIV RDGLIDER RD
GLIDER RD SPECIAL FORCES WAYA-TEAM RD11TH ABN DIV RDGLIDER RDGLIDER RD
GLIDER RD SPECIAL FORCES WAY
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AYM AULTSB Y RDADDOR RD
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11TH ABN DIV RD11
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GLIDER RD
13
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AY17TH A
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11TH ABN DIV RD
GLIDER RD
11TH ABN DIV RD
13TH ABN DIV RDGLIDER RDGLIDER RD
GLIDER RD
17TH ABN DI
V RD11TH ABN DIV RD11TH ABN DIV RD
GENERAL RIDGWAY RD
13
T
H AB
N
DI
V RDMA ULTSBY RD
ADDOR RD
11TH ABN DIV RDMAUL
TS
BY RDADDOR RDSPECIAL FORCES WA YSTATION HOSPITAL RD
ROWE LNGLIDER RD
MILITARY RESERVATION
FORT BRAGG
MILITARY RESERVATION
CAMP MACKALL 1
501
15
501
15
501
15
501
15
501
15
1
1
1
1
1
295Creek
RAILROAD CSXErie
PS
T2871
T2767
T2870
T3
159T2754
T2750T3038T2746
T2761
T2766 T30
37
T2
747 T27
42
T254
7T2924T2757 T3760
T2010
T2005T2009T5167T5463T3467T2962T2862T2662T2462T2464T2152T2145T2643T3343T3547T3326T2466
T2745
T3
361T246
8T24
71T1970T2257T3470
JBOX
FUS
FUS
FUS
FUS
FUS
FUS
FUS
6 SD CU
T2014
T2013
T2012
T2011
T2011
T2004
17TH ABN DIV RD17TH ABN DIV RD1
7
T
H AB
N DI
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R
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11
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ORCES WA
Y
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CIAL F
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Y
11TH ABN DIV RD11TH ABN DI
V RD1
1
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V RDGENERAL RIDGWAY RD
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RD
13
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-TEA
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P
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A
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11TH AB
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D
GLID
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11TH ABN DIV RD
13
T
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N
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GLIDER RD
11TH ABN DIV RD11TH ABN DIV RD
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1
3TH ABN DI
V RDMAUL T S BY R D1
1
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V RDSPECIAL FORCES WAYSTATION HOSPITAL RD
ROWE LNGLIDER RD
MILITARY RESERVATION
CAMP MACKALL 1
501
15
SLUSS TILLER RD
SLUSS TILLER RD
G-201
N
FORT BRAGG
VICINITY MAP
15
N
BISCOE
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ASHEBORO
WILSON
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DARLINGTON
LAURINBURG
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SMITHFIELD
401
401
74
401
401
74
87
87
N. CAROLINA
S. CAROLINA
FAYETTEVILLE
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501
501
95
95
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40
40
1
1
1
220
1
421
421
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70
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117
117
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PROJECT SITE
PROJECT SITE
CAMP MACKALL CANTONMENT
MACKALL
CAMP
SOUTH CP
T-1875
FACILITY MANAGER
NORTH CP
NORTH CAROLINA
PROJECT SITE
COUNTY
SCOTLAND
S.HAGGARDC.HILLM.MEYERLOCATION MAPAIRFIELD
MACKALL ARMY
ACP #2
CHICKEN ROAD
EAST CP
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\01_Gen\SERE_G-202.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_G-202.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
11TH ABN DIV RD
MILITARY RESERVATION
CAMP MACKALL
Pine HillCreek
RAILROAD CSXTransportationErie
PS
T2871
T2767
T2870 T3159T2754
T2750T3038T2746
T2761
T2766 T3037T2747T2742T2547T2924T2757 T3760T2010
T2005T2009T5167T5463T3467T2962T2862T2662T2462T2464T2152T2145T2643T3343T3547T3326T2466
T2745T3361T2468T2471T1970T2257T3470
JBOX
FUSNC
FUSNC
FUSNC
FUSNC
FUSNC
FUSNC
6 SD CU
T2014
T2013
T2012
T2011
T2011
T2004
17TH ABN DIV RD1
7
T
H AB
N DI
V RDGLIDER RD
11
T
H ABN DI
V
R
D11TH ABN DIV RD11TH ABN DIV RDGLI
DER RDG
LID
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GLI
DER RD
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7
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GLIDER RD
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L F
O
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C
ES WA
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11TH ABN DIV RD11TH ABN DI
V RD1
1
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V RDGENERAL RIDGWAY RD
G
LID
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R
R
D
13TH ABN DI
V RDA
-TEA
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P
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GLIDER RD
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H ABN DIV RDGENERAL RIDGWAY RD
13TH ABN DI
V RDMAUL T S BY RDADDOR RD
1
1
TH ABN DI
V RDADDOR RDSPECIAL FORCES WAYSTATION HOSPITAL RD ROW
E LNGLIDER RD
MILITARY RESERVATION
CAMP MACKALL
1
1
501
15
501
15
501
15
POND
GARDEN CAMP A
CAMP B
AREA BFORMATION
PIT #1
PIT #2AREA A2FORMATION
STORAGE
WOOD AREA A1
FORMATION
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1FF EL 269.30
STATION
CAMP AID
BUILDING 3FF EL 270.00
AREA
COVERED
BUILDING 12FF EL 270.34LATRINE
BUILDING 10 FF EL 271.50INSTR CTRL
BLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUP
BUILDING 8FF EL270.00
KITCHEN
BLDG 11 FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATERTANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6TMH-5TMH-4TMH-3TMH-2TMH-1
TMH-10
TMH-8THW-1
GEN
SLUSS TILLER RD
G-202
N
SOUTH CP
T-1875
FACILITY MANAGER
NORTH CP
S.HAGGARDC.HILLM.MEYERACCESS AND HALL ROUTEASHMONT RD
GENERAL RIDGEWAY RDSERE LANE
PW LANE
GENERAL RIDGEWAY
RD- OPEN FOR
CONSTRUCTION
ACCESS
PORTION OF SERE LN
OFF LIMITS TO
CONSTRUCTION TRAFFIC
PORTION OF SERE LN
OPEN TO RUN UTILITIES
PW LANE - OPEN FOR
CONSTRUCTION
ACCESS
DO NOT BLOCK ROADWAY
UNNAMED ROADS - OFF LIMITS
TO CONSTRUCTION TRAFFIC.
T-2103 CLASSROOM BLDG
PROJECT SITE - SERE
TRAINING FACILITY
PERIMETER FENCING
COMPOUND
PROJECT SITE - SERE
RO
WE
LANEAIRFIELD
MACKALL ARMY
EAST CP
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_C-001.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_C-001.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
DEMOLITION 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
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. POLUREA 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

AND REGULATED MANNER AT NO EXPENSE TO THE GOVERNMENT.
ALL DEMOLITION DEBRIS SHALL BE TAKEN OFF BASE AND DISPOSED OF IN A LEGAL
THE CONTRATOR.
ALL TIMBER REMOVED FROM THE PROJECT SITE SHALL BECOME THE PROPERTY OF
MORE INFORMATION.
ELIMINATED TO THE MAXIMUM EXTENT POSSIBLE. REFER TO CG710 THRU CG813 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 CG710 THRU CG813 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 CG710 THRU CG813 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
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 OLD NORTH UTILITY SERVICES (ASUS).
FIRE WATER AND POTABLE WATER TO BE PROVIDED TO THE BUILDINGS
5.
4.
3.
2.
1.
REFER TO SPECIFICATION SECTION 31 00 00 EARTHWORK FOR ADDITIONAL INFORMATION.
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
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.

1.
1. REFER TO SHEET V-101 FOR SURVEY NOTES.
C-001CIVIL GENERAL NOTESCONTRACTOR IS RESPONSIBLE FOR SITE SECURITY DURING CONSTRUCTION.1.
SECURITY NOTES:
180
170 U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_C-002.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_C-002.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"

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
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-002
NOT TO SCALE
GRATED INLET
GI
CB
GI
P/P
GP
DETAIL CROSS REFERENCE
CIVIL LEGEND AND ABBREVIATIONSSILT FENCE
UNDERDRAIN
FRENCH DRAINFDFD
UDUD
WETLANDS
WETLANDS
POLEFLAG
UG W
UG W
UG W UG WUG W
UG W
UG WUG W
UG W
UG W
UG W
UG W
UG W
UG W
UG W
ELEV.=272.71'
E=1861517.41N=468045.61
#16030 RB&C
C
UT
P
A
VE
ME
NT
GUY
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
ELEV.=271.09'
E=1860676.78N=469279.37IN 21" PINE
RR SPIKE SET#12003 TBM
ELEV.=281.60'
E=1860019.97N=467324.99IN 28" PINE
RR SPIKE SET#12001 TBM
ELEV.=269.76'
E=1861438.05
N=469782.23IN 16" PINERR SPIKE SET#12004 TBM
ELEV.=278.32'
E=1860344.19
N=466469.66IN 17" PINE
RR SPIKE SET#12000 TBM
LTINV.=261.78'
ELEV.=276.68'
E=1860385.57N=466473.49#4 RB&C
KEYPAD
BOL
BOL
BOL
BOL ELEV.=265.74'
E=1862507.71N=468336.51#16410 RB&C
ELEV.=265.91'
E=1863001.31
N=468053.04
SET IN 15" PINERR SPIKE #16413 TBM
ELEV.=264.22'
E=1863124.96
N=468128.95#16412 RB&C
GATE
BOL
BOL
FOC MARKER
78188#39676PP
FOC MARKER
78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
GUY
GUY
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
ELEV.=266.48'
E=1862514.43
N=468890.26IN 18" SWEET GUM
RR SPIKE SET#12005 TBM
ELEV.=269.54'
E=1861813.68N=467427.58IN 15" OAK
RR SPIKE SET#12007 TBM
ELEV.=279.91'
E=1860083.37
N=467282.69#12100 RB&C
ELEV.=284.19'
E=1859910.55N=467989.16#12101 RB&C
ELEV.=269.20'
E=1860706.98
N=469275.43#12103 RB&C
ELEV.=266.88'
E=1861429.05
N=469746.07#12104 RB&C
ELEV.=266.28'
E=1861970.70
N=469158.84#12105 RB&C
ELEV.=265.99'
E=1862104.56
N=468454.86#12107 RB&C
ELEV.=265.56'
E=1862239.96
N=468189.40#12108 RB&C
ELEV.=265.39'
E=1862068.62
N=467713.90#12109 RB&C
ELEV.=272.37'
E=1861517.43
N=467254.37#12111 RB&C
ELEV.=274.68'
E=1861325.52
N=467000.20#12112 RB&C
ELEV.=275.87'
E=1861037.13
N=466788.17#12113 RB&C
ELEV.=275.50'
E=1860692.71
N=466605.53#12114 RB&C
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
ELEV.=267.72'
E=1862383.16N=468343.81IN 16" PINERR SPIKE SET#12006 TBM
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
ELEV.=279.18'
E=1859800.79
N=468640.46#12102 RB&C
ELEV.=268.57'
E=1861689.90
N=468570.80IN 15" OAKRR SPIKE SET#12008 TBM
ELEV.=275.81'
E=1861367.46
N=467922.73IN 18" PINERR SPIKE SET#12009 TBM
ELEV.=264.63'
E=1862802.40
N=468253.45#16411 RB&C
ELEV.=267.29'
E=1862479.45
N=468872.66#12106 RB&C
EV.=267.78'E=1861804.01
N=467465.88#12110 RB&C
ELEV.=266.70'
E=1861807.75
N=468184.48#14792 RB&C
STONE MONUMENT
"CAMP MACKALL"ELEV.=279.73'
E=1859804.07
N=468662.12
CAMP MACKALL MONUMENT
NE CORNER OF
CHISELED SQUARE
#12002 TBM
SHWT-1
SHWT-2
SHWT-3
SHWT-4
SHWT-5
SHWT-6
WOODS
"T-POST"TEL MARKER
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'
E=1860342.3367
N=468982.35#17615 RB&C
S
CONC PAD
SOIL
FOC MARKER
FOC MARKER
FH
WV
ELEV.=313.86'
E=1857955.44
N=468619.36
GPS #17397 RB&C
ELEV.=283.60'
E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'
E=1859138.41
N=468395.74#17399 RB&C
ELEV.=296.84'
E=1858732.76N=468251.76#17401 RB&C
ELEV.=302.54'
E=1858434.12
N=468099.33#17402 RB&C
ELEV.=309.96'
E=1858116.01
N=468053.29#17403 RB&C
FREEDOM TRAINING FACILITY
BOX BTM=303.64'
TOP=313.34'COMM MH
YIELD SIGN
RR SPIKE IN 15" PINE
ELEV.=314.89'E=1857945N=468540#17405 TBM
RR SPIKE IN 18" PINE
ELEV.=294.79'E=1859061N=468339#17400 TBM
FOC MARKER 26026018" CMP
261
26126126118" CMP262
262262262
262262262262OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
263
263263263263263263263
26326326326326315"
R
CP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)
INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCPINV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBWP
TEL BO
264 264264264264
264264264264264264264264264264
264
2
6
4264
264 2642
6
4
264 2642642642
6
4
264
26484" CHLK W
/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84
" CHLK
PN15
PN18
PN16
PN15
PN17
PN04
PN11
PN19
PN16
PN15
PN20
PN11
PN16
SG04
PN17
PN26
PN07
265
265
265265265
265265265 265265265265
265
265265265265
2652652652652
6
5265265265 265
265
265
265265265265265265265265
2652652652652652652
6
5265265
265 265265265
265 265265265
26526526
5
265
2652652652
6
5
265265PN13
PN08
PN18
SG04
PN08
PN08
PN19
84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
SG04
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
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PN08
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PN15
GATE
GATE
PN09
PN23
PN10
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PN11
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PN09
PN13
PN25
PN16
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PN09
PN11
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PN14
PN06
PN09
PN12
PN12
PN12
PN12
PN22
PN12
PN120
PN05
PN04
PN06
PN14
PN05
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN16
PN18
PN09
PN14
PN17
PN09
PN15
PN13
PN11
PN12
PN19
PN15
PN09
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PN18
PN05
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PN04
PN19
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PN05
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OK04
PN13
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SG04
PN13
PN07
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PN11
SG05
PN11
PN08
PN12
PN07
PN12
PN08
PN17
PN14
PN20
PN09
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PN23
PN20
PN09
PN12
PN17
PN16
OK11
PN04
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PN10
PN13PN14
PN06
PN06
PN08
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PN18
PN06
OK04
PN17
OK04
PN13
PN10
PN06
PN15
PN17PN16
PN08
PN07
PN11
PN21
PN07
PN19
PN12
PN07
PN09
PN04
PN12
PN20
PN09
PN07
PN12
PN05
OK04
PN07
PN09
PN11
PN15
PN08
PN14
PN07
PN15
PN17
PN07
PN13
PN10
PN09
PN09
PN06
OK04
PN06
PN14
PN07
PN13
PN12
PN04
PN05
PN15
PN12
PN16
PN11
PN15
PN16
PN10
PN18
PN17
OK06
PN08
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN17
PN06
PN15
OK07
84" CHLK W/3SBW
PN10
PN16
PN11
PN04
PN18
PN10
PN05
PN14
PN11
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN15
PN11
PN11
PN13
PN10
PN16
PN07
PN04 PN04
PN13
PN15
PN08
SG07
PN11
PN17
PN11
PN14
PN12
PN12
OK06
PN13
OK06
PN15
PN12
PN06
PN10
PN13
PN08
PN13
PN07
PN10
PN12
PN07
OK15
PN04
PN15
PN12
OK04
PN13
OK04
PN12
OK04
PN09
PN15
PN14
PN11
PN17
PN13
PN06
OK07
PN10
PN13
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN08
PN07
OK05
PN09
PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN14
PN11
OK05
PN13
PN14
PN05
PN11
OK04
PN15
PN14
PN11
PN14
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03
PN11266266266266 266266266266266266
266266 266266266266266266266
266266 266
266
266266266266
266
2
6
6266 266266266266
266
266266266266266
266266266266266
266266
266266266
266 266266266
266266266266266266
266266266266
266266
266266266266266266 26626626626626626 6
266266266266266266266266266266266
2
66266266266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN08 PN15
PN09
PN17
PN06
PN16
PN08
PN16
PN12
PN04
PN12
SG06
PN08
OK08
PN06
PN13
PN15
PN13 MTL GATESG09
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN12
PN15
PN20
PN12
PN13
OK03
PN14
PN16
PN10
DW05
PN06
PN12
PN14PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN13
PN12
PN13
PN11
OK05
PN07
PN14
FOC
PN12
PN07
OK07
OK03
PN10
PN10
PN11
SG11
PN16
PN13
PN12
PN18
PN18
PN09
PN05
OK05
PN07
PN07
PN09
PN05
PN04
OK07
PN11
OK09
PN08
PN08
PN10
PN11
PN19
PN12
PN14
HK17
PN12
OK04
PN12
DW04
PN08
PN06
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
PN17
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
PN06
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08ROWE LANEROW
E LANEROWE LANE
ROWE LANEROWE LANEPN06
PN10
PN10
PN11
PN04
OK06
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN04
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PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04
PN11
PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN18
PN09
PN10
PN07
PN12
PN15
PN15
PN13
PN07
PN14
PN12
OK07
PN06
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PN16
PN15
PN04
OK04
PN11
PN06
OK09
PN19
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN07
PN16
PN05
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN16
PN17
OK05
PN21
PN09
OK04
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
OK09
OK18
PN12
PN12
PN07
PN20
PN08
PN09
PN07
PN05
PN12
PN15
OK06
PN05
PN07
PN06
OK05
PN16
PN13
SG07
PN13
PN16
PN09
DW06
PN05
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
OK09
PN14
PN12
PN07
PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN16
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
PN18
DW05
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN13
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN15
PN10
OK04
OK06
PN14
PN13
PN16
PN13
PN06
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN09
PN17
OK10
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN17
PN14
OK07
PN15 OK06OK09
PN17
PN13
PN15
PN12
OK10
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
PN09
DW04
PN07
OK10
OK22
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN08
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN20
PN10
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
OK11
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN21
PN11
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DW04
PN08PN12
PN04
PN09
PN07
PN11
PN13
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN09
PN16
PN06
PN21
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15
PN05
PN13
PN26
PN19
PN09
PN16
PN19
PN18
PN15
PN11
PN16
PN09
PN18
PN20
PN14
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
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PN13
PN22
PN14 267267267267267267267267267
267267267267267267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 267267267267267267267267
267267267
267266
2
6
7
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
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PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN15
PN11
PN13
PN17
PN16
OK07
PN15
PN13
PN09
OK12
PN23
PN08
PN15
PN18
PN15
PN15
PN12
OK04
PN17
T PED TEL
PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
OK 12
PN17
PN18
PN21
PN27
PN10
T MH TEL
PN13
PN14
PN10
PN19
PN16
DW04
FOC
PN15 268268268
268268
2682682682682682682682
6
8
268
2682682682682 68268268
268267268268268268
268268268268
268PN16
PN16
G
RAV
EL ROA
DPN21
PN16
PN08PN17
PN17GENERAL RIDGW AY ROADPN15
PN08
PN10
PN17
PN15
PN08
PN12
OK06
PN09
UG W
FOC
PN15
PN07269269269
269
269269269269
269269
269269269269269269268269269269PN16
PN14
PN09
OK11
PN14
UG W
PN07
UG W
UG W
PN17
UG W
UG W
UG W
270270270270270270270270270270270270270270270269270OK06
PN13
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OK05
OK07
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PN11
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OK05
PN16
271271271 271271271271271271271
271271271
270271271
PN15
PN09
PN09
PN14
PN14
PN11
PN10 PN12
PN12GENERAL RIDGW AY ROAD2722 72272272272272272272272272272
272272272272
272272272272272
272272272272272272272PN13
PN14
PN14
PN11
PN14
PN16
OK06
PN19
OK06
OK06
OK09
PN13
OK04
OK06OK07
PN08
OK04
OK03
OK07
OK07 OK04
OK04
OK04
SOIL ROADOK04
DW04
OK05
PN18
OK05
OK06
PN07
OK07
OK08
OK04
OK04
PN05
PN08DW04
PN04
OK05
OK04
DW04
PN12
SOIL ROAD
PN08
PN20
PN16
OK04
OK09
OK09
DW05
OK07
PN12
PN13
OK07
273
273274
273
273273273273273273
273273273273273273272273273OK04
OK04
HK06
DW04
OK04
OK03
OK09
OK05
PN11
OK07
PN16
PN17
PN13
OK04
OK05
DW04
OK06
OK05
PN21
OK04
OK04
PN14
OK05
PN06OK05
OK11
OK04
PN15
DW05
PN06
OK05
OK05
PN12
OK03
OK09
PN07
OK06
DW04
OK03
DW04
OK04
DW06
PN15
OK03
OK04
DW05
PN16
OK04
OK09OK04
OK04 OK10
HK08
DW04
PN13
OK06
OK12
OK07
OK04
PN11
OK04
PN15
OK04
OK05
PN16
PN07
OK04
PN04
PN15
OK04
OK07
OK06
PN09
PN13
DW04
PN07
OK04
OK06
PN09
PN18
OK07
PN07
PN14
OK04
PN18
DW04
OK04
PN18
PN16
PN17
OK09
PN18
OK04
DW05
PN18
OK07
PN17
OK05
OK10
OK07
PN14
PN15
OK05
PN13
PN13
OK06
PN14
PN18
OK05
PN19
PN04
HY08
PN12
PN20
PN18
PN17
PN15
OK05
PN15
PN18
PN14
PN19
DW03
PN16
OK05
OK05
DW05
OK06
OK04
PN14
OK04
OK05
PN14
OK06
PN15
PN13
OK05
PN14
OK05
PN14
PN17
PN14
PN13
OK04
PN15
OK14
PN07
PN14
OK04
OK05
OK04OK06
OK07
PN18
PN15
OK04
OK04
OK06
OK05
OK05
OK05
PN16
PN05
PN14
PN13
PN13
OK09
PN16
PN17
PN14
OK06
OK07
PN14
OK04
OK04
OK04
PN15
PN11
OK05
PN17
OK06
OK04
PN12
PN14
PN13
OK06
OK04
CH09
PN14
OK09
PN12
OK05
OK04
PN13
OK05
PN16
OK05
PN13
OK04
OK04
PN12
PN15
PN09
OK04
OK10
PN18
PN15
PN12
PN13
PN16
2742742742 7 4274
274274274
274274274274OK04
OK17
PN18
OK05
FOC
PN08
T MH TEL
PN14
PN11
OK09
275275275275275275 2752752
7
5 2752752752752
75275275
275275
275275275275275274275275275
275SOIL PATH
BOL
BOL
276276276
276276276276276276276276276276276276 276276276276 276276276276276275275276276
276FOC
S
S
24" RCP
24" RCP
PGENERAL RID GW AY ROADGENERAL RID GWAY ROAD24" RCP277
277277277277277277277277277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP2782
7
8
278278278278278278278278278278278278278278
278
2
7
8
278278278
FOC
B OL L ARDS BOLL AR DS
SUPPORT COLUMNS
MODEL GLIDER
SUPPORT COLUMN
MODEL GLIDER
B
O
L
L
A
R
DS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
ELEV.=266.3'BH-C2
G
U
A
R
D
R
AIL
ELEV.=264.8'BH C-12
ELEV=266.9'BH C-8
ELEV.=266.0'BH C-7
ELEV.=265.1'BH C-6
ELEV.=266.7'BH-C10
ELEV.=265.5'BH-C11
ELEV.=264.9'BH-C4
ELEV.=266.7'BH-C3
ELEV.=266.5'BH-C5
ELEV.=265.8'BH-C9
ELEV.=266.3'BH-C1
R
AIL
G
U
A
R
D
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279279GUARD RAILTEL BO CUTPAVEMENT
T PED TEL
CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11T
H
A
B
N
DIV
R
O
A
D
ROCK S/W
S280280
280280280280
280280280
280280 18" RCPS STATION HOSPITAL ROAD (GRAVEL)18"
R
CP
24"
R
CP281281281281281281
281 28128111T
H
A
B
N
DIV
R
O
A
D
S282282
282282
282 282282282283283283283283
283
283
283 28318" RCP
S
18"
R
CP
18"
R
CP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
284284284284284284284284 S
2852852
85
28528511
T
H
A
B
N
DI
V
R
O
A
D286287288289290291292293
293
293293293294294294294
294294
#106569EJB 295295
295295
296
297
298
299300300300GATE
GATE
GATE
6SBW84" CHLK 301301301301#106568
EJB
302 302302302
302
84" CHLK 6SBW
303303
303304 30430530515" RCP
INV.=305.14'
INV.=304.42'INV.=304.24'
SLUSS TILLER ROAD15" RCP (END NOT FOUND)
SOIL PATH
30630684" CHLK 6SBW
307307307308308308
308308
309309309
3093093096SBW84" CHLK 310310310310
310
P311312313T314315315STATION HOSPITAL ROAD
STATION HOSPITAL ROAD
#104296EJB
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CD101.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CD101.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CD101
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.
200'100'0 200'400'600'
GRAPHIC SCALE: 1"=200'-0"N OVERALLS.HAGGARDC.HILLM.MEYERDEMOLITION PLANRCW PARTITION (TYP)
E 640342.
NUMBER 00432: N 38782425,
N 3878147, E 640211 AND TREE
ARE TREE NUMBER 00429:
BE PROTECTED. LOCATIONS
DIVISION. THESE TREES MUST
WITH DPW ENVIRONMENTAL
TAGGED TREES. COORDINATE
LOCATION OF OLD GROWTH
BY OTHERS. ASUS)
CLEARING AND DEMOLITION
WATERLINE CONSTRUCTION,
BY OTHERS. ASUS)
CLEARING AND DEMOLITION
WATERLINE CONSTRUCTION,
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
RCW PARTITION (TYP)
CD110
CD111
CD112
CD113
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW
84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
GATE
GATE
84" CHLK W/3SBWMTL GATEGENER AL RIDG WAY RO AD
GENERAL RIDGWAY RO ADGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
UG W
UG W
ELEV.=272.71'
E=1861517.41
N=468045.61
#16030 RB&C
GUY
78125#40466 PP
ELEV.=265.99'
E=1862104.56
N=468454.86#12107 RB&C
ELEV.=265.56'
E=1862239.96
N=468189.40#12108 RB&C
ELEV.=265.39'
E=1862068.62
N=467713.90#12109 RB&C
ELEV.=268.57'
E=1861689.90
N=468570.80IN 15" OAKRR SPIKE SET
#12008 TBM
ELEV.=266.70'
E=1861807.75
N=468184.48
#14792 RB&C
SHWT-1
SHWT-2
SHWT-3
SHWT-4
SHWT-5
SHWT-6
264 264PN16PN09
PN15
PN16
PN15
PN17
PN11
PN16
PN15
PN20
PN11
PN16
PN17
PN07
2652652652
6
5265265265265265265265 265PN13
PN08
PN08
PN08 84" CHLK W/3SBWPN19
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
PN09
PN23
PN10
PN18
PN11
PN11
PN09
PN13
PN25
PN16
PN15
PN09
PN11
PN12
PN14
PN06
PN09
PN12
PN12
PN12
PN22
PN12
PN120
PN05
PN04
PN06
PN05
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN16
PN18
PN09
PN17
PN14
PN09
PN15
PN13
PN11
PN12
PN19
PN15
PN09
PN08
PN07
PN08
PN18
PN05
PN07
PN07
PN08
PN06
PN15
PN11
PN04
PN19
PN10
PN17
PN16
PN05
PN08
PN07
PN16
PN17
PN07
PN08
PN15
PN06
PN11
PN09
OK04
PN13
PN10
SG04
PN13
PN07
PN09
PN15
PN08
PN11
PN11
SG05
PN08
PN12
PN07
PN12
PN08
PN17
PN14
PN20
PN09
PN06
PN23
PN20
PN09
PN12
PN17
PN16
OK11
PN04
PN10
PN05
PN13PN14
PN06
PN06
PN08
PN07
PN18
PN06
OK04
PN17
OK04
PN13
PN10
PN06
PN15
PN17
PN16
PN08
PN07
PN11
PN21
PN07
PN19
PN09
PN12
PN07
PN04
PN12
PN20
PN09
PN07
PN12
OK04
PN05
PN07
PN09
PN11
PN15
PN08
PN14
PN07
PN15
PN17
PN07
PN13
PN10
PN09
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN05
PN15
PN12
PN16
PN11
PN15
PN16
PN10
PN18
PN17
OK06
PN08
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN17
PN06
PN15
OK07
PN10
PN16
PN11
PN04
PN18
PN05
PN14
PN11
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN15
PN11
PN11
PN10
PN13
PN16
PN07
PN04 PN04
PN13
PN15
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06
PN13
OK06
PN15
PN12
PN06
PN10
PN13
PN08
PN13
PN07
PN10
PN12
PN07
OK15
PN04
PN15
PN12
OK04
OK04
PN13
PN12
OK04
PN14
PN15
PN11
OK07
PN10
PN13
PN06
PN13
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN08
PN07
OK05
PN09
PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
PN11
OK04
PN15
PN11
PN14
PN14
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03
PN11266266266266 266266266266266266
266266 266266266266266266266
266
2662
6
6
2
6
6 266266
266266
266
266266
266 266266
266266266266 266266266266266266266266PN10
PN12
PN13
PN07
PN05
OK07
PN14
PN15
PN08 PN15
PN09
PN17
PN06
PN08
PN16
PN16
PN12
PN04
PN12
SG06
PN08
OK08
PN06
PN13
PN15
PN13 MTL GATESG09
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN20
PN12
PN12
OK03
PN13
PN14
PN16
PN10
DW05
PN06
PN12
PN14PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN13
PN12
PN13
PN11
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10
PN11
SG11
PN16
PN13
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04
OK07
PN11
OK09
PN08
PN08
PN10
PN11
PN19
PN12
PN14
HK17
PN12
OK04
PN12
DW04
PN06
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
PN17
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
PN06
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN04
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04
PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN13
PN15
PN07
PN14
OK07
PN12
PN12
PN05
PN06
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN16
PN17
OK05
PN21
PN09
PN09
OK04
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK09
OK18
PN12
PN20
PN07
PN12
PN09
PN08
PN07
PN05
PN15
PN12
OK06
PN05
PN07
OK05
PN06
PN13
PN16
SG07
PN13
PN16
DW06
PN05
PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07
PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN16
PN13
PN13
PN15
OK05
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
PN18
DW05
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN13
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN15
PN10
OK04
OK06
PN14
PN13
PN16
PN13
PN06
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
OK10
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15 OK06OK09
PN17
PN13
PN15
PN12
OK10
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN13
PN15
PN18
PN16
PN07
PN17
PN11
PN09
DW04
PN07
OK10
OK22
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN08
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
OK11
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN21
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN13
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN12
PN15
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13
PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN09
PN16
PN06
PN21
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN21
PN14
PN15
PN05
PN13
PN26
PN19
PN09
PN16
PN19
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN22
PN14 267267267267267
2672672672
6
7
267267267267267
267267 267267266
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
OK17
PN14
PN1I6
OK19
OK15
PN16
PN15
PN11
PN13
PN17
PN16
OK07
PN15
PN13
PN09
OK12
PN23
PN08
PN15
PN18
PN15
PN15
PN12
OK04
PN17
PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
OK 12
PN17
PN18
PN21
PN27
PN10
PN13
PN14
PN10
PN19
PN16
DW04
PN15 268268
268268268268268268267PN16
PN16
PN21
PN16
PN08PN17
PN17
PN15
PN08
PN10
PN17
PN15
PN08
PN12
OK06
PN09
PN15
PN07269269269
269268PN16
PN14
PN09
OK11
PN14
PN07
PN17
270270270270270269OK06
PN13
PN17
PN15
PN17
PN16
OK05
OK07
PN17
PN11
PN09
PN11
PN07
OK05
PN16
271271271270PN15
PN09
PN09
PN14
PN14
PN11
PN10
PN12
PN12
272272272272PN13
PN14
PN14
PN11
PN14
PN16
OK06
PN19
OK06
OK06
OK09
PN13
OK04
OK06OK07
OK04
PN08
OK03
OK07
OK07
OK04
OK04
OK04
SOIL ROADOK04
DW04
OK05
PN18
OK05
OK06
PN07
OK07
OK08
OK04
OK04
PN05
PN08DW04
OK05
OK04
DW04
PN12
SOIL ROAD
PN08
PN20
PN16
OK04
OK09
OK09
DW05
OK07
PN12
PN13
OK07
2
7
3
274
273
273273273273 273272OK04
OK04
HK06
DW04
OK04
OK03
OK09
OK05
PN11
OK07
PN16
PN17
PN13
OK04
OK05
DW04
OK06
PN21 OK05
OK04
OK04
PN14
OK05
PN06OK05
OK11
OK04
PN15
DW05
PN06
OK05
OK05
PN12
OK03
OK09
PN07
OK06
DW04
OK03
DW04
OK04
DW06
PN15
OK03
OK04
DW05
PN16
OK04
OK09OK04
DW04
PN13
OK06
OK12
OK07
OK04
PN11
OK04
PN15
OK04
OK05
PN16
PN07
PN04
PN15
OK04
OK07
OK06
PN13
PN09
DW04
OK04
OK06
PN18
OK07
PN07
PN14
OK04
PN18
DW04
OK04
PN18
PN16
PN17
OK09
PN18
OK04
DW05
OK07
PN18
PN17
OK05
PN14
PN13
PN13
OK06
PN14
PN18
OK05
PN19
PN04
HY08
PN12
PN20
PN17
PN15
OK05
PN15
PN18
PN14
PN19
DW03
PN16
OK05
OK05
DW05
OK06
PN14
OK04
OK05
PN14
OK06
PN15
PN13
OK05
PN14
OK05
PN14
PN17
PN14
PN13
OK04
PN15
OK14
PN14
OK04
OK05
OK04OK06
OK07
PN18
OK04
PN15
OK04
OK05
OK05
OK05
PN16
PN05
PN14
PN13
PN13
OK09
PN16
PN17
PN14
OK06
OK07
PN14
OK04
OK04
OK04
PN11
OK05
PN17
OK06
OK04
PN12
PN14
PN13
OK06
OK04
CH09
PN14
OK09
PN12
OK05
OK04
PN13
OK05
PN16
OK05
PN13
OK04
OK04
PN12
PN15
PN09
OK04
OK10
PN18
PN15
PN12
PN13
PN16
2 7 4
274274
OK04
OK17
PN18
OK05
PN08
PN14
PN11
OK09
275275274276275275
ELEV.=266.3'BH-C2
ELEV.=264.8'BH C-12
ELEV=266.9'BH C-8
ELEV.=266.0'BH C-7
ELEV.=265.1'BH C-6
ELEV.=266.7'BH-C10
ELEV.=265.5'BH-C11
ELEV.=264.9'BH-C4
ELEV.=266.7'BH-C3
ELEV.=266.5'BH-C5
ELEV.=265.8'BH-C9
ELEV.=266.3'BH-C1
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CD110.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CD110.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
N 468,462.602
E 1,862,122.160
N 468,487.844
E 1,862,054.730
N 468,364.919
E 1,862,027.680
N 468,278.360
E 1,862,254.930
N 468,472.639
E 1,862,042.580
N
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CD111
CD112
CD113
CD110
LEGEND
LIMITS OF CONSTRUCTION
GRAVEL SURFACE TO BE REMOVED.
AREA TO BE CLEARED AND GRUBBED
CD110
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"=40'-0"
120'80'40'020'40'
KEYMAP
SHEET KEYNOTES S.HAGGARDC.HILLM.MEYERDEMOLITION PLAN3
1
1
1
1
1
1
1
1
1
RCW PARTITION (TYP)
E 640342.
NUMBER 00432: N 38782425,
N 3878147, E 640211 AND TREE
ARE TREE NUMBER 00429:
BE PROTECTED. LOCATIONS
DIVISION. THESE TREES MUST
WITH DPW ENVIRONMENTAL
TAGGED TREES. COORDINATE
LOCATION OF OLD GROWTH
EXISTING POWER POLE TO BE RELOCATED BY SUS.3.
EXISTING GRAVEL SURFACE TO BE REMOVED.2.
CLEARING AND GRUBBING LIMITS.
GOVERNMENT TO BE CLEARED AND GRUBBED WITHIN
EXISTING TREES NOT PREVIOUSLY HARVESTED BY THE 1.
2
2
2
2
2
TYP
LIMITS OF CONSTRUCTION MATCH LINE - REFER TO SHEET CD111MATCH LINE - REFER TO SHEET CD112
1
1
1
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW
84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
GATE
GATE
84" CHLK W/3SBWMTL GATEGENER AL RIDG WAY RO AD
GENERAL RIDGWAY RO ADGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
WETLANDS
WETLANDS
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOL
BOL
BOL
BOL
ELEV.=265.74'
E=1862507.71
N=468336.51
#16410 RB&C
ELEV.=265.91'
E=1863001.31
N=468053.04
SET IN 15" PINE
RR SPIKE #16413 TBM
ELEV.=264.22'
E=1863124.96
N=468128.95
#16412 RB&C
GATE
BOL
BOL
ELEV.=265.56'
E=1862239.96
N=468189.40#12108 RB&C
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
ELEV.=267.72'
E=1862383.16
N=468343.81IN 16" PINE
RR SPIKE SET#12006 TBM
PHONE STATION
ELEV.=264.63'
E=1862802.40
N=468253.45
#16411 RB&C260 26126118" CMP262
262262
262262262263
263263263263263263263263
P
TEL BO264264264 264264264264264264264264264
264
2
6
4264
264 264264
264 2642648
4
" CH
LK
W
/3
SBW
8
4
" CH
LK
W
/3
SBW
W
/3SB
W84"
C
H
LK
265
265
265265265 265265
265 265265265
265
265265 265265265
265265
265 26526526526584" CHLK W/3SBW84" CHLK W/3SBW266266 266266
266266266
266
MTL GATE267267
84" CHLK W/3SBW U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CD111.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CD111.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
N 468,568.982
E 1,862,546.774
N 468,576.825
E 1,862,553.969
N 468,560.818
E 1,862,547.751
N 468,577.350
E 1,862,564.281
N 468,558.627
E 1,862,573.494
N 468,552.153
E 1,862,569.209
N 468,549.560
E 1,862,559.898
N 468,550.826
E 1,862,554.442
N
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CD111
CD112
CD113
CD110
LEGEND
LIMITS OF CONSTRUCTION
GRAVEL SURFACE TO BE REMOVED.
AREA TO BE CLEARED AND GRUBBED
CD111
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"=40'-0"
120'80'40'020'40'
KEYMAP
SHEET KEYNOTES S.HAGGARDC.HILLM.MEYERDEMOLITION PLANEXISTING TREES TO BE CLEARED AND GRUBBED.1.
1
1
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
MATCH LINE - REFER TO SHEET CD110MATCH LINE - REFER TO SHEET CD1121
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW
84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
GATE
GATE
84" CHLK W/3SBWMTL GATEGENER AL RIDG WAY RO AD
GENERAL RIDGWAY RO ADGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
GUY
78279#40524PP
78420#40312PP
78270#40514 PP
78193#40487 PP
GUY
78359#40371PP
78315#40442PP
ELEV.=266.48'
E=1862514.43
N=468890.26IN 18" SWEET GUM
RR SPIKE SET
#12005 TBM
ELEV.=266.28'
E=1861970.70
N=469158.84#12105 RB&C
ELEV.=267.29'
E=1862479.45
N=468872.66
#12106 RB&C
18" CMP
2
6
1
262HW
263263
INV.=264.55'
END NOT FOUND
PIPE DIRECTION
264
264PN18
PN04
PN19
SG04
PN26
265 265265265265265265265265265
265
265265265
265265PN18
SG04
SG04
PN12
PN22
PN14
PN14
PN10
PN11
PN09 PN17
266266
266
266266266266
266266266
2
6
6
266266266266266266
266266266266266266266266266266266266266266266
266266266
266266
OK05
PN18ROWE LANEROWE LANE
ROWE LANEROWE LANEOK06
PN11
PN18
PN16
PN19
OK09
PN09
PN11
267267267267267267267267267
267
267267267267267
267267267 267267267267267267
267267267267267
2682
6
8
2
6
8
2
6
8
268268268
268
269269
269269S
S
POST
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CD112.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CD112.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
N
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CD111
CD112
CD113
CD110
LEGEND
LIMITS OF CONSTRUCTION
GRAVEL SURFACE TO BE REMOVED.
AREA TO BE CLEARED AND GRUBBED
CD112
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"=40'-0"
120'80'40'020'40'
KEYMAP
SHEET KEYNOTES
3. EXISTING POWER POLE TO BE RELOCATED BY SUS.
EXISTING HEADWALL TO BE REMOVED.2.
EXISTING TREES TO BE CLEARED AND GRUBBED.1.S.HAGGARDC.HILLM.MEYERDEMOLITION PLANRCW PARTITION (TYP)
1
2
E 640342.
NUMBER 00432: N 38782425,
N 3878147, E 640211 AND TREE
ARE TREE NUMBER 00429:
BE PROTECTED. LOCATIONS
DIVISION. THESE TREES MUST
WITH DPW ENVIRONMENTAL
TAGGED TREES. COORDINATE
LOCATION OF OLD GROWTH
3
TYP
LIMITS OF CONSTRUCTION
MATCH LINE - REFER TO SHEET CD111MATCH LINE - REFER TO SHEET CD110MATCH LINE - REFER TO SHEET CD113
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW
84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
GATE
GATE
84" CHLK W/3SBWMTL GATEGENER AL RIDG WAY RO AD
GENE RAL RIDGWAY RO ADGENERAL RIDGWAY ROA DGENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
ELEV.=269.76'
E=1861438.05
N=469782.23IN 16" PINE
RR SPIKE SET#12004 TBM
78480#40253PP
78541#40197PP
78440#40047 PP
78495#40122 PP
FOC MARKER
FOC MARKER
ELEV.=266.88'
E=1861429.05
N=469746.07
#12104 RB&C
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
WOODS
"T-POST"
TEL MARKER
WOODS
GRAVEL 26315"
R
CP
INV.=262.70'
INV.=263.17'
CONC HW
CONC HW 15" RCPINV.=263.48'
INV.=263.30'
2
6
4
264
265265
2652652652652652
6
5
2652652662662
6
6266266266
266266266266266
266266266266266266266266266266266266FOC ROWE LANE267267267267
267
267267
267267267267267
2672
6
7
267267267267267267267267267267
T PED TELTMH TEL
FOC
268268
268268268
268GRAVEL ROADGENERAL RIDGWAY ROADGENERAL RI DGWAY ROADS
S
S
S
S
S
S
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CD113.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CD113.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
N
POND
GARDEN
CAMP ACAMP B
ARE
A

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3
FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBU
I
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CD111
CD112
CD113
CD110
LEGEND
LIMITS OF CONSTRUCTION
GRAVEL SURFACE TO BE REMOVED.
AREA TO BE CLEARED AND GRUBBED
CD113
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"=40'-0"
120'80'40'020'40'
KEYMAP
SHEET KEYNOTES S.HAGGARDC.HILLM.MEYERDEMOLITION PLANEXISTING TREES TO BE CLEARED AND GRUBBED.1.
1
1
RCW PARTITION (TYP)
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION MATCH LINE - REFER TO SHEET CD112
GUY
78125#40466 PP
ELEV.=268.57'
E=1861689.90
N=468570.80IN 15" OAKRR SPIKE SET
#12008 TBM
PN15
PN16
84" CHLK W/3SBWPN19
PN11
PN11
PN09 PN15
PN120
PN05
PN06
PN05
PN16
PN09
PN13
PN12
PN08
PN08
PN05
PN07
PN08
PN06
PN11
PN10
PN17
PN05
PN08
PN07
PN17
PN07
PN15
PN11
PN09 PN13
PN10
PN07
PN15
PN11
PN07
PN12
PN08
PN17
PN09
PN06
PN09 PN04
PN08
PN06
OK04
PN13
PN17
PN16
PN08
PN07
PN09
PN11
PN17
PN13
PN10
PN09
PN05
PN12
PN10 PN08
PN17
PN15
PN16
PN18
PN11
PN15
PN13
PN16
PN15
PN13
PN12
PN13
PN12
PN12
PN13
PN08
PN09
PN11
PN14
PN14
PN11
PN08
PN16
SG06
PN13
PN13 MTL GATESG09
PN20
PN12
PN10
PN14
PN13
PN13
PN18
OK07
OK09
PN14
HK17
PN17
PN06
PN10
PN04
PN14
PN12
PN05
PN16
OK04
OK09
PN20
PN12 PN07
OK06
PN05
PN07
SG07
PN13
PN15
OK04
PN17
OK10
OK10
PN09
OK10
OK22
PN08
OK11
PN21
PN13
PN09
PN09
PN21
PN05
PN22
PN15
PN13
PN15
OK 12
PN21
PN27
PN14
PN19
PN15
PN16
PN21
PN16
PN08PN17
PN08
PN15
PN09
PN15
PN07
PN14
PN09
OK11
PN14
PN07
PN17
PN13
PN17
OK07
PN17
PN11
PN09
PN07
OK05
PN16
PN15
PN09
PN09
PN14
PN14
PN12
PN13
PN14
PN11
PN14
PN16
OK06
PN19
OK06
OK06
OK09
PN13
OK04
OK06OK07
OK04
PN08
OK03
OK07
OK07
OK04
OK04
OK04
SOIL ROADOK04
DW04
OK05
PN18
OK05
OK06
PN07
OK07
OK08
OK04
OK04
PN05
PN08DW04
OK05
OK04
DW04
PN12
SOIL ROAD
PN08
PN20
PN16
OK04
OK09
OK09
DW05
OK07
PN12
PN13
OK07
OK04
OK04
HK06
DW04
OK04
OK03
OK09
OK05
PN11
OK07
PN16
PN17
PN13
OK04
OK05
DW04
OK06
PN21 OK05
OK04
OK04
PN14
OK05
PN06OK05
OK11
OK04
PN15
DW05
PN06
OK05
OK05
PN12
OK03
OK09
PN07
OK06
DW04
OK03
DW04
OK04
DW06
PN15
OK03
OK04
DW05
PN16
OK04
OK09OK04
DW04
PN13
OK06
OK12
OK07
OK04
PN11
OK04
PN15
OK04
OK05
PN07
PN04
PN15
OK04
OK07
OK06
PN13
PN09
DW04
OK04
OK06
PN18
OK07
PN07
PN14
OK04
PN18
DW04
OK04
PN18
PN16
PN17
OK09
PN18
OK04
DW05
OK07
PN17
OK05
PN13
PN13
OK06
PN14
PN18
OK05
PN19
PN04
HY08
PN12
PN20
PN17
OK05
PN18
PN14
PN19
DW03
PN16
OK05
OK05
DW05
OK06
OK04
OK05
PN14
OK06
PN15
PN13
OK05
PN14
OK05
PN14
PN17
PN14
PN13
OK04
PN15
OK14
PN14
OK04
OK05
OK04
OK06
OK07
PN18
OK04
PN15
OK04
OK05
OK05
OK05
PN05
PN14
PN13
PN13
OK09
PN16
PN17
PN14
OK06
OK07
PN14
OK04
OK04
OK04
PN11
OK05
PN17
OK06
OK04
PN12
PN14
PN13
OK06
OK04
CH09
PN14
OK09
PN12
OK05
OK04
PN13
OK05
PN16
OK05
PN13
OK04
OK04
PN12
PN15
PN09
OK04
OK10
PN18
PN12
PN16
OK04
OK17
PN18
OK05
PN08
PN14
PN11
OK09
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW
84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
GATE
GATE
84" CHLK W/3SBWMTL GATEGENER AL RIDG WAY RO AD
GENE RAL RIDGWAY RO ADGENERAL RIDGWAY ROA DGENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CS110.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CS110.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
10+00
11+00 12+00
1
3
+0
0
14+00
15+00
PC 10+41.94PT 10+61.27PC 12+57.19PRC 12+83.09 PT 14+06.95PC 14+10.93PT 14+39.21PI 10+51.85PI 12+70.77PI 13+61.30PI 14+25.89PI 10+51.85PI 12+70.77PI 13+61.30PI 14+25.89E= 1.38'
R= 35.00'
L= 19.33'
T= 9.92'
E= 1861719.90
N= 468143.71
Sta= 10+51.85
CURVE # 1
E= 2.54'
R= 35.00'
L= 25.90'
T= 13.58'
E= 1861925.39
N= 468066.78
Sta= 12+70.77
CURVE # 2
E= 3.07'
R= 35.00'
L= 28.29'
T= 14.97'
E= 1862054.66
N= 468027.31
Sta= 14+25.89
CURVE # 4
E= 31.88'
R= 80.00'
L= 123.86'
T= 78.21'
E= 1861967.17
N= 467985.05
Sta= 13+61.30
CURVE # 3
N 468,133.708
E 1,861,669.015
50+0051+0052+0053+0054+0055+00PC 50+79.14
PC 54+80.43
PT 54+96.77
PI 54+88.60
PI 50+85.15
E= 0.07'
R= 500.00'
L= 16.34'
T= 8.17'
E= 1862293.91
N= 468354.66
Sta= 54+88.60
CURVE # 2
E= 0.04'
R= 500.00'
L= 12.02'
T= 6.01'
E= 1862153.54
N= 467976.41
Sta= 50+85.15
CURVE # 1
N 468,423.279
E 1,862,316.857
PT 50+91.16
N 467,895.897
E 1,862,125.838
N
POND
GARDEN
CAMP ACAMP B
ARE
A

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3
FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBU
I
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CS111
CS110
CS112
CS113
CS114
CS115
CS116
CS117
CS118
CS119
LEGEND
UNDERLAYMENT
OUTLINE OF AREAS TO RECEIVE GEOGRID
CONCRETE SURFACE
AGGREGATE SURFACE
MULCH WITHOUT FABRIC
GRAVEL WITH WEED BLOCK FABRIC
0.5IN ROUNDED WASHED STONE
CONSTRUCTION LIMITS
CS110
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"=40'-0"
120'80'40'020'40'
KEYMAP
S.HAGGARDC.HILLM.MEYERLAYOUT AND MATERIALS PLANMATCH LINE - REFER TO SHEET CS112
MATCH LINE - REFER TO SHEET CS111MATCH LINE - REFER TO SHEET CS119
CS410 CS411
CS412 CS413
WETLANDS
WETLANDS
POLEFLAG
GUY
S
S
S
S
KEYPAD
BOL
BOL
BOL
BOL
GATE
BOL
BOL
FOC MARKER
FOC MARKER
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
GUY
GUY
FOC MARKER
GRAVEL ROAD
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT
"CAMP MACKALL"26026018" CMP
2
6
1
26126126118" CMP262
262262262
262262262262OFF SITE
18" RCP
OFF SITE
263
263263263263263263263
26326326326326315" RCP 15" RCP84" CHLK W/3SBW84" CHLK W/3SBWP
264 264264264264
264264264264264264264264264264
264
2
6
4264
264 2642
6
4264 2642642642
6
4
264
26484" CHLK W/3SBW
84" CHLK W
/3SBW
W/
3SBW84" CHLK
265
265
265265265
265265265 265265265265
265
26526
5265265
265265265265265
265265265 265
265
265
265265265265265265265265
26526526526526526526
5
265265
265 265265265
265 265265265
2652652
6
5265
2652652652652
6
5
26526584" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
266266266266266266266266266266
266266 266266266266266266266
266266 266
266
2662662662
6
6
266
2
6
6266 266266266266
266
266266266266266
266266266266266
266266
266266266
266 266266266
266266266266266266
266266266266
266266
266266266266266266 266266266266266266
266266266266266266266266266266266
2
6
6266266
266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
MTL GATEROWE LANEROWE LANEROWE LANE
ROWE LANE267267267267267267267267267
267267267267267267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 267267267267267267267267
267267267
267266
2
67
2672672
67267267267267267267267267267267267
267267267
267
T
T
268268268
268268
2682682682682682682682
6
8
2
6
8
268268268268268 268268267268268268268
268268268268
268GRAVEL RO
ADGENERAL RIDGWAY ROAD269269269269
269269269269
269269
269269269269269269268269269269270270270270270270270270270270270270270270270269270271271271 271271271271271271271
271271271
270271271
GENERAL RIDGW AY ROAD2722 7 2272272272272272272272272
272272272272272
272272272272272
272272272272272272272SOIL ROADSOIL ROAD
273
27
3274
273
273273273273273273
273273273273273273272273273
27427427427 4274
274274274
274274274274T
275275275275275275 2752752
7
527527527527527
5275275275275
275275275275275274275275275
275SOIL PATH
BOL
BOL
276276276
276276276276276276276276276276276276 276276276276 276276276276276275275276276
276S
S
24" RCP
24" RCP
PGENERAL RID GWAY ROADGENERAL RID GWAY ROAD24" RCP277
277277277277277277277277277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP2782
7
8
278278278278278278278278278278278278278278
278
2
7
8
27827827811TH ABN DIV ROAD
84" CHLK W/3SBW
G
U
A
R
D
R
AIL
R
AIL
G
U
A
R
D
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279279GUARD RAILCUTPAVEMENT
T CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
POST
11
T
H
A
B
N
DIV
R
O
A
D
ROCK S/W
S280280
280280280280
280280280
280280 18" RCPS
18" R
CP
24"
R
CP281281281281281281
281 28128111T
H
AB
N
DIV
R
O
A
D
S282282
282282
282 282282282283283283283283
283
283
283 28318" RCP S
18"
R
CP
18"
R
CP
284284284284284284284284 S
285285285
28528511
T
H
A
B
N
DIV
R
O
A
D286287288289290291292293
293
293293293294294294294
294294
295295
295295
296
297
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG101.dgn16-SEP-202009:02XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG101.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"2%2%2%CO
CO
YH
266
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN0.50% SWALE0.50% SWALECO
CO
YH
YHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15" 18 "15"15"15"18"15"
15"15"15"15"6"15"6"15"
15"15"18"18"6"18 "
HW-1
EW-1
UDUDUDUDUDUDUD
UD
FH
CO
FH
6"FDCO CO CO
CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
258
257.50
259
259
259
EX 259.35
MATCH
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262262.60
262.6
263263
263
263
263263.60
263.6 264
264264
264
264
265
265
265265.00
265
270265.50
265.50
267.20
267.20
265.88
266
266
266
266
266
266266 266.00 266266266266266266265.50
266
266
266
266
266
266.03
266.03
266.10
266.10
MATCH EX
266.21
266.25
266.25
266.28266.50
266.66
266.67
266.64
MATCH EX
266.89
MATCH
266.95
267
267
267267
267
267
267 267267
267
267
267.00 267267267267267267
267
267
267
267
267
267
267
26
7
267269
267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 26
7.2
4
267.24
MATCH EX
267.54
267.60
267.60
267.66
267.66
MATCH EX
267.69
267.79 267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268
268268
268
268268 268268
268268
268 268268268.34
268.00
268.00
268
268.10
268.10
268.10
269.20
269.20
269.20
268.25
268.28
268.30
268.36
268.45
268.46
268.46
268.46
268.48
268.48
269.50 268.50
268.50
268.50
268.50
268.50
268.52
268.54
268.54
268.54
268.54
268.54
268.54
268.55
268.57
268.57
268.60
268.60
268.80
268.80
268.60 268.60
268.60
268.60
268.60 268.60
268.60
268.60
268.65
268.66
268.70
268.70
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80268.80
268.80 268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.80
268.80
268.90
268.90
268.90
268.93
268.93
269
269
269
269
269269
269
269
269269269 269269269269.00
269.00
269.00
269.00
269.00
269.00
271 269269269.10 269.10
HP 269.10
HP 269.10
HP 269.10
269.13
269.13
269.20
269.20
269.20
269.20
269.20
269.20
269.20
269.24
269.24HP 269.10269.30
269.40
269.40
269.42
269.44
269.44269.44
269.44
269.50
269.50
269.50
269.50
269.50
269.50
269.56
269.56
269.60
269.65
269.69
269.69
269.84
269.89270 270270
270 270270.00
270.00
270.00
270.00
270.00
268.30
270.00
270.10
270.15
270.20
270.20
270.50
270.58
270.60
270.60
270.80
271.00
INV = 265.90
CG101
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.
200'100'0 200'400'600'
GRAPHIC SCALE: 1"=200'-0"N GRADE AND DRAIN PLANOVERALLS.HAGGARDC.HILLM.MEYERCG110
CG111
CG414
264
2652652652
6
5265265265265265265265 84" CHLK W/3SBW266266266266266266266266266266
266266 266266266266266266266
266
2662
6
6
2
6
6
266
266266
266
266266
266 266266
266266266266 266266266266266266266266MTL GATE267267267267267
2672672672
6
7
267267267267267
267267 267267266 268268
2682682682682682682672692692692692682702702702702702692712712712702722722722722
7
3
274
273
273273273273 2732722 7 4
274274275275274276275275
WETLANDS
WETLANDS
POLEFLAG
CUT
PAVEMENT
GUY
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKER
78188#39676PP
FOC MARKER 78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
GUY
GUY78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT"CAMP MACKALL"
SHWT-1
SHWT-2
SHWT-3
SHWT-4
SHWT-5
SHWT-6
WOODS
"T-POST"TEL MARKER
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'E=1860342.3367
N=468982.35#17615 RB&C
S
CONC PAD
SOIL
ELEV.=283.60'E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'E=1859138.41N=468395.74#17399 RB&C
RR SPIKE IN 18" PINEELEV.=294.79'E=1859061N=468339#17400 TBM
FOC MARKER
259.04
259.09
259.11
259.14
259.17
259.19
259.22
259.22
259.31
259.36
259.50
259.63
259.66
259.79
259.84
259.96
260260260.21
18" CMP
261.15
261.45
261.48
261.48
261.53
261.56
261.60
18" CMP
261.67
261.84
261.86
262.02
262.15
262.16
262.19
262.22
262.26
262.29
262.31
262.33
262.46
262.47
262.53
262.57
262.67
262.67
262.69
262.83
262.90
262.92
OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
262.96
HW
262.99
263.00
263.02
263.03
263.04
15" RCP
263.06
263.10
INV.=264.55'
INV.=262.70'
INV.=263.17'
263.15
263.17
263.17
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)
INV.IN=272.13' (W)TOP=276.47'(NO LID)STMH (BRICK)
263.20
END NOT FOUNDPIPE DIRECTION
263.23263.32
263.40
263.40263.42
263.49
263.50
263.51
263.56
263.58
263.58
CONC HW
CONC HW 15" RCP
263.62
INV.=263.48'
INV.=263.30'
263.66
263.69
263.69
84" CHLK W/3SBW84" CHLK W/3SBW 263.75
263.76
263.77
263.78
263.80
263.80
263.81
263.81
263.82
263.82
263.82
263.86
263.88
263.90
263.90
263.91
263.92
263.93
263.93
263.94 263.94
263.95
P
263.96
263.98
TEL BO
263.99
263.99
263.99
264.00
264.00
264.00
264.01
264.02
264.02
264.04
264.04
264.04
264.05
264.05
264.06
264.06
264.07
264.08
264.09
264.09
264.10
264.10
264.10
264.10
264.11
264.12
264.12
264.14
264.15
264.15
264.15
264.15
264.16
264.16
264.16
264.16
264.16264.16
264.18
84" CHLK W/3SBW
84" CHLK W/3SBW
264.21
264.22
264.22
264.22
264.23
264.24
264.25
264.26
264.26
264.28
264.29
264.29
264.30
264.34
264.34
264.34
264.35
264.35
264.35
264.36
264.37
264.37
264.38
264.38
264.38
264.39
264.39
264.39
264.41264.41
264.41
264.41
264.41
264.42
264.42
264.42
264.42
264.42
264.43
264.44
264.44
264.45
264.45
264.47
264.47
264.47
264.47
264.48
264.48
264.49
264.49
264.51
264.51
264.52
264.52
264.52
264.53
264.53
264.54
264.54
264.55
264.55
264.56
264.58
264.58
264.58
264.58
264.58
264.59
264.59
264.60
264.61
264.61
264.62
264.63
264.63
264.64
264.64
264.66
264.67
264.68264.68
264.68
264.68
264.69
264.70
264.71
264.71
264.72
264.72
264.72
PN16
264.73
264.73
264.74
PN09
264.75
264.75
264.75
264.75
264.75
264.76
264.76
264.77 264.77
264.77
264.78
264.78
264.78
264.78
264.79
264.79
264.80
264.80
264.81
264.81
264.82
264.82
264.82
264.82
264.82
264.82
264.82
264.83
264.84
264.84
264.84
264.85
W/3SBW84" CHLK
PN15
264.86
264.86
264.86
264.86
264.87
PN16
264.87
264.88
264.88
264.88
264.89
264.89
264.89
264.89
264.89
264.89
264.89
264.90 264.90
264.90
PN15
264.90
PN17
264.91
264.91
264.91
264.91
264.91
264.92
264.92
264.92
PN11
264.93
264.93
264.93
264.93
264.93
264.93PN19
PN16
264.95
PN20
PN11
264.96
264.96
264.96
265.63
265.47
265.52
264.96
264.96
264.96
264.97
PN17
264.98
264.98
264.98
264.98
264.98
264.99
265.00
265.00
PN07
265.00
265
265
265265265
265265265 265265
265265
265
265265
265265
265265265
265265
265265265 265
265
265
265 265265265265265265265
265265265265
265
265
265
265265
265 265265265
265 265265265265
265265265
265
265265265265265265265
PN13
265.01
265.01
265.01
PN08
265.02
265.02
265.02
265.02
265.03
265.03
PN08
PN08
265.04
84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW265.04
265.04
265.05
PN10
265.05
265.06
265.06
265.06
265.06
PN16
PN10
265.08
265.08
265.08
265.09
PN09
PN22
265.09
265.10
265.10
PN07
265.11
265.11
265.11
265.11
265.11
265.12
265.12
265.12
265.12
265.12
265.13
265.14
265.14
265.14
265.14
265.14
265.15
PN24
PN16
265.16
265.16
265.16
265.17
265.17
265.17
265.17
PN14
265.17
265.18
PN16
265.19
PN08
PN13
265.19265.19
265.19
265.19
265.20
265.20
265.20
PN15
265.21
265.21
265.21
265.21
GATE
GATE
265.22
265.22265.22
265.23
265.23
PN09
PN23
PN10
265.23
PN18
265.24
265.24
265.25
265.25
265.25
265.25
265.26
265.26
PN13
PN25
PN16
265.27
265.27
265.27
265.27
265.28
265.28
PN09
265.28
PN11
PN12
PN14
265.29
265.29
PN06
265.29
265.30
265.30
PN09
265.30
265.30
265.30 265.30
PN12
265.31
265.31
PN12
PN12
PN12
PN22
PN12
265.33
265.33
PN04
265.34
265.34
265.35
265.35
265.35
265.35
265.35
265.36
265.36
265.36
PN13
PN10
SG03
265.37
265.37
PN05
265.37
265.37
PN09
PN22
265.38
265.38
265.38
PN04
265.38
PN18 265.39
265.39
265.40
265.40
265.40
PN14
PN17
PN09
PN15
265.41
265.41
265.42
PN11
265.42
265.42
265.42
265.42
265.42
265.43
PN19
265.43
PN15
PN09
265.44
265.44
265.44
PN07
265.44
265.44
PN18
265.45
265.45
PN07
265.46
265.46
PN15
265.46
265.46
265.47
265.47
PN04
265.47
PN19
265.48
265.48
265.48
PN16
265.48
265.49
265.48
265.49
265.49
265.49
265.49
PN16
265.50
265.50
265.50
PN08
265.51
265.51
265.51
PN06
265.51
265.51
265.51
265.52
265.52
OK04
265.52
265.52
265.52
265.52
265.52
265.53
SG04
265.54
PN13
265.55
265.55
PN09
265.55
PN08
265.56
265.56
265.56
265.57
265.57 PN11
265.57
265.57
SG05
265.57
PN08
PN12
265.58
265.58
PN14
PN20
265.59
265.59
265.59
PN23
PN20 265.59265.60
PN12
PN17
PN16
OK11
PN05
PN10
PN13
265.61
265.62
PN14
265.62
PN06
265.62
265.62
PN06
PN07
PN18
265.63
PN17
OK04
265.63
265.63
PN10
265.64
PN06
265.64
PN15
265.64
265.64
PN07
265.65
PN11
265.65
265.65
PN21
265.66
265.66
PN07
265.66
PN19
265.66
PN12
PN09
PN04
265.67
265.67
265.67
265.67
PN12
265.67
265.67
PN20
265.67
265.67
PN07
OK04
PN12
PN05
265.68
265.68
265.68
PN07
265.68
265.69
PN09
265.69
265.69
PN15
PN08
265.69
265.69
265.69
PN14
PN07
PN15
265.70 265.70
265.70
PN07
265.71
PN09
PN06
OK04
PN06
PN07
PN13
265.72
PN12
PN04
PN15
265.73
265.73
PN16
PN11
265.74
PN15
PN16
265.74
265.75
PN18
PN17
265.75
265.75
OK06
265.75
PN10
OK04
265.75
265.75
265.76
PN12
265.76 PN07
PN09
DW05
265.76
PN13
265.76
265.77
265.77
PN07
PN15
265.77
PN14
265.78
PN06
265.78
265.78
OK07
84" CHLK W/3SBW
265.79
PN10PN11
265.79PN04
PN05
265.80
265.80
PN14
265.80
265.81
265.81
PN11
PN07
OK07
265.81
PN09
265.81
265.81
265.82
265.82
265.82
PN05
265.82
PN09
265.82
PN05
265.83
265.83
265.83
PN11
265.83
PN11
265.84
PN10
265.84
265.85
PN07
PN04
265.85
PN04
265.85
PN13
265.85
265.85
265.85
265.85
265.85
265.85
PN08
265.85
SG07
PN11
265.85
PN17
265.86
PN14
PN12
265.86
265.86
PN12
265.87
OK06 OK06
PN15
265.87
265.87
265.87
PN06
PN10
265.88
265.88
265.88
265.88
PN08
265.88
PN13
265.88
PN07
PN10
PN07
265.89
OK15
265.89
PN04
PN15
265.90
265.90
265.90
265.90
265.90
OK04
PN13
OK04
265.91
PN12
OK04
PN15
265.91
PN14
265.91
265.91
PN11
265.92
265.92
OK07
PN10
265.92
PN13
PN06
265.92
265.92
PN07
265.92
PN12
PN11
PN10
PN05
265.93
OK08
265.93
PN14
OK03
PN16
PN16
OK06
265.93
PN07
OK05PN08
PN14
PN11
265.95
265.95
PN05
PN13
DW04
265.96
265.96
PN09
PN08
PN04
OK06
265.96
PN04
265.96
PN11
PN14
OK05
265.97
265.97
PN13
265.97
PN14
PN05
OK04
PN15
PN11
265.97
PN14
265.98
PN15
PN20
PN15
PN10
265.98
PN16
265.98
PN10
265.98
PN14
265.98
PN07
PN03
265.99
265.99
265.99
PN21
265.99
265.99
265.99
PN13
PN06
265.99
265.99
PN13
266.00
PN14
PN21
PN11
OK03
266.00
PN10
266PN12
PN13
PN07
266.00
266.00
PN05
266.01
266.01
PN14
OK07
PN15
PN15
PN09
266.01
PN17
PN06
266.01
266.01
266.01
PN16
PN08
266.02
PN12
PN04PN12
266.02
266.02
266.02
266.02
266.03
PN08
266.03
OK08
PN06
PN15
266.03
266.03
266.03 MTL GATEPN18
266.04
PN19
266.04
266.04
OK07
OK08
266.04
266.05
266.05
PN08
266.05
266.05
OK06
PN13
PN08
266.05
PN05
PN11
266.05
PN08
PN16
266.06
PN15
266.06
266.06
PN15
266.06
PN12
266.06
PN13
OK03
PN14
PN16
266.07
DW05
266.07
PN06
266.08
266.08
266.08
PN12
266.08
266.08
266.08
266.09
PN14
266.09
266.09
PN21
PN17
266.09
PN15
OK04
PN07
266.09
PN17
PN08
266.10
266.10
PN09
PN10
PN15
266.10
PN12
PN13
PN11
OK05
PN14
PN07
266.11
FOC
266.11
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
266.11
PN16
PN12
266.12
PN18
266.13
266.13
266.13
PN09
PN05
266.13
PN07
OK05
PN07
266.14
PN09
266.14
266.14
PN05
266.14
PN04PN11
PN08
PN08
266.15
PN10
266.15
PN11
PN19
PN12
266.16
PN12
266.16
OK04
PN12
PN06
DW04
PN13 PN08
PN14
266.16
266.16
266.16
PN15
266.16
PN08
PN22
PN10
OK05
PN16
266.17
266.17
PN17
PN20
266.17
PN12
266.17
266.17
PN08
266.18
266.18
266.18
266.18
PN16
PN10
PN13
266.18
DW05
266.19
PN06
PN13
PN18
266.19
266.19
PN10
266.19
266.20
266.20
PN12266.20
266.20
PN05
PN06
PN11
OK04
266.21
PN09
266.21
PN07
266.21
266.21
266.21
266.21
PN10
PN15
266.21
PN06
PN12
266.22
266.22
266.22
266.22
DW04
PN18
PN10
PN09
266.22
OK09
266.22
PN14
PN05
266.22
266.22
266.22
OK05
PN13
266.23
PN14
PN15
266.23
OK05
266.23
266.23
PN15
PN09
PN08
PN09
266.23
266.23
ROWE LANE
ROWE LANE
ROWE LANE
ROWE LANEROWE LANE266.24
PN06
PN10
PN11
PN04
266.24
PN06
OK07
266.24
PN11
266.24
PN12
266.24
PN07
266.24
266.24
266.25
266.25
266.25
266.25
PN13
PN11
266.26
PN08
PN21
PN09
PN12
PN10
PN06
266.26
PN17
266.26
PN08
266.27
PN11
266.27
PN10
PN13
266.27
PN04
266.27
PN13
266.28
266.28
266.28
PN07
266.28
CH09
PN13
PN07
PN12
266.28
PN15
266.28
PN19
266.28
PN09
PN10
PN07
PN12
266.29
PN15
PN13
PN15
266.29
266.29
PN07
266.29
PN06
PN12
PN05
OK07
PN12
266.30
266.30
PN15
PN04
OK04
PN11
PN06
OK09
266.31
PN12
OK03
266.31
266.31
PN10
PN09
266.31
PN08
DW05
266.31
PN05
266.32
PN12
266.32
PN18
PN08
266.32
OK04
OK05
266.32
PN24
PN07
PN25
DW06
266.33
266.33
PN12
PN15
PN09
266.33
PN18
266.33
OK05
PN05
DW07
PN16
PN07
OK05
266.34
PN04
PN06
266.34
PN15
PN11
266.34
266.34
OK08
PN11
266.34
266.35
266.35
OK16
266.35
PN14PN07
266.35
266.35
266.35
266.35
PN17
OK05
266.35
PN21
PN09
PN09
266.36
266.36
PN13
266.36
PN11
PN18
PN16
266.36
PN11
PN12
266.37
266.37
PN12
266.37
OK04
PN14
PN12
OK18
PN07
266.37
PN09
PN08
PN05
PN12
PN15
OK05
PN06
PN13
PN16
266.39
266.39
PN13
266.39PN16
PN09
DW06
PN05
PN06
PN08
PN05
266.39
PN18
266.39
266.39 PN12
266.40
PN12
PN04
266.40
266.40
266.40
266.40
266.40
DW05
PN06
PN05
PN14
OK05
PN13
266.41
PN18
PN14
266.41
266.42
266.41
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
266.43
266.43
OK07
266.43
PN10
SG17
266.44
PN13
PN13
PN16
OK05
PN15
PN09
PN09
266.44
266.45
PN10
266.45
PN13
PN11
266.45
PN20
PN16
SG04
PN04
PN11
266.45
PN13
266.46
266.46
PN12
PN16
PN13
266.47
PN17
PN17
266.47
PN17
266.47
266.48
PN12
PN06
266.48
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
266.49
PN10
266.49
PN14
PN10
PN17
PN18
266.50 266.50
266.50
OK04
HK13
PN08
PN18
PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
266.52
PN06
PN17
266.52
PN20
PN14
PN14
266.52
266.52
PN05
266.52
266.52
OK04
266.52
PN17
OK07
266.53 PN05
266.53
266.53
PN13
PN12
PN14
266.54
266.54
266.54
PN17
PN17
PN12
PN14
DW03
266.54
PN05
PN10
266.55
PN15
PN14
PN11
PN14
PN13
266.56
OK07
PN13
266.56
PN19
OK16
PN16
266.56
DW04
PN17
266.57
PN05
266.57
PN17
PN14
266.57
266.57
266.57
OK07
PN15
266.58
OK06
PN17
OK09
PN13
266.58
PN15
266.58
PN12
266.59OK03
PN11
266.59
OK03
266.59
266.59
266.60
266.60
266.60
PN17
OK05
PN11
266.61
OK07
266.61
PN15
PN11
266.62
266.62
DW05
PN25
266.62
266.62
266.62
266.62
PN15
PN13
266.62
PN18
266.62
PN16
266.62
PN07
266.63
266.63
PN17
266.63
PN11
266.64
266.64
DW04
PN07
PN08
PN19
266.64
PN11
266.64
PN14
266.65
266.65
OK03
266.65
PN15
PN20
PN15
266.66
266.66
266.66
PN13
PN10
PN05
OK15
266.66
PN08
266.66
266.66
PN13 TWIN
CH05
PN11
PN09
PN13
266.67
266.68
PN15
PN08
PN16
PN10
266.68
PN20
PN14
266.68
266.69
266.69
PN16
OK07
PN10
266.69
PN12
266.69
PN12
PN14
266.70
PN13
266.70
266.70
266.71
PN16
266.71
266.71
PN06
PN23
266.72
266.72
PN10
266.72 PN30
266.72
PN10
PN12
PN05
266.73
PN11
266.74
PN16
DW04
PN08
266.75
PN12
PN04
266.76
PN09
PN07
266.76
266.77
PN12
PN07
266.77
OK06
266.78
266.78
266.78
PN15
PN11
266.78
PN13
266.79
266.79
266.80
266.80
266.80
266.80
PN09
266.80
266.81
266.81
PN12
PN09
PN15
266.81
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
266.83
266.83
266.83
266.84
266.84
PN18
PN16
266.84
PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
266.86
PN17
PN13
266.86
266.86
266.87
PN09
PN06
266.87
PN16
266.87
PN06
DW04
266.88
266.88
266.88
PN13
266.88
PN14
266.88
266.88
266.88
266.89
PN17
266.89
PN15
266.90
PN14
PN10
266.90
PN14
PN21
PN15 PN13
266.91
PN26
266.91
PN19
PN09
PN19
PN16
PN18
266.92
PN15
266.93
PN16
PN11
PN09
266.93
PN18
PN20
PN14
266.94
DW06
PN12
PN13
PN06
PN14
266.94
PN16266.95
PN16
266.96
PN13
PN08
266.96
266.96
266.96
266.96
266.96
PN19
266.96
266.96
266.97
PN12
PN16
PN07
PN10
266.98
PN17
PN13
PN14
267267.00
267.00
267.00
267.01
267.01
PN15
OK05
267.02
267.02
267.02
PN12
PN16
PN21
PN06
PN16
PN15
267.05
PN14
OK17
PN1I6
267.06
267.06
267.06
267.06
267.07
OK19
OK15
267.08
PN16
PN11
267.09
267.10
267.10
PN13
267.10
PN17
267.12
267.12
PN16
OK07
PN15
PN09
OK12
PN23
PN08
267.16
267.16
267.17
267.17
PN18
267.18
PN15
267.19
DIR. ONLY
PN15
267.22
PN12
267.22
267.24
267.24
267.24
267.25
OK04
PN17
267.26
267.26
267.26
267.26
T 267.26
C302101-150 PED TEL
267.26
267.29
267.29
267.30
PN17
267.33
267.34
PN14
PN15
PN16
OK09
PN16
267.37
267.37
267.37
PN16
OK08
267.38
267.38
267.39
267.40
PN14
267.41
PN17
267.42
267.43
267.44
267.44
267.44
267.45
PN18
267.45
267.45
267.47
267.48
267.50
267.51
267.52
267.53
267.53
267.56
267.56
267.60
PN10
267.64
267.64
TMH TEL
267.65
PN13
267.65
267.69
267.72
267.72
267.72
267.75
267.76
267.77
267.78
PN10
267.80
267.84
267.84
PN16
DW04
TC FOC
267.87267.88
267.92
267.92
267.92
267.93
267.97
267.98
268.02
PN16
GRAVEL ROAD
268.13
268.17
268.17
PN17
268.21
268.23 GENERA L RIDGWA Y ROA D268.26
268.27
268.28
PN15
268.38
268.38
268.39
268.40
268.41
268.45
PN10
PN17PN08
268.56
PN12
OK06
268.63
268.67
268.73
268.73
268.74
268.78
268.78
268.81
268.83
TC FOC268.85
268.87
PN16
269.07
269.18
269.25
269.25
269.32
269.43
269.45
269.48
269.49
269.63
269.63
269.68
269.75
269.77
269.82
269.89
269.98
270270270 270270270
270270 270270270270 270270270270OK06
270.03
270.03
270.09
270.14
PN15
270.17
270.19
270.22
270.24
PN17
270.29
270.33
PN16
270.36
270.37
270.39
270.44
OK05
270.46
270.49
270.49
270.50
270.51
270.52
270.55
270.57
270.60
270.62
270.66
270.68
270.69
270.72
270.73
PN11
270.80
270.87
270.88 270.89
270.93
270.93
270.93
270.96
270.98
270.99
270271.00
271.03
271.14
271.14
271.14
271.16
271.18
271.20
271.20
271.28
271.28
271.30
271.30
271.31
271.31
271.31
271.32
271.34
271.34
271.36
271.37
271.37
271.37
271.40
271.40
271.41
271.43
271.46
271.46
271.46
271.46
271.46
271.46
271.47
271.49
271.50
271.50
271.51
271.52
271.53
271.56
271.56
271.57
271.58
271.58
271.60
271.61
271.62271.64
271.65
271.66
271.67
271.68
271.69
271.69
PN11
271.70
271.73
271.74
271.75
271.76
271.77
271.77
271.79
271.80
271.82
271.82
PN12
271.83
271.84
271.85
271.86
271.88
271.88
271.91
271.92
271.92
271.93
271.93
271.93
271.93
271.94
271.94
271.95
271.97
271.98
271.98
271.99
GENER AL RIDGWAY ROA D272.00
272.01
272.04
272.04
272.05
272.05
272.05
272.07
272.08
272.08
272.08
272.09
272.10
272.12
272.12
PN14
272.17
272.18
272.19
272.21
272.23
272.27
272.29
272.31
272.32
272.33
272.33
272.34
272.36
272.36
272.39
272.39
272.41
272.43
272.44
272.45
272.46
272.47
272.48
272.56 272.58
272.60 272.60
272.60
272.61
272.63
272.67
272.67
272.67
272.72
272.72SOIL ROAD
272.76
272.78
272.79
272.81
272.83
272.85
272.86
272.86
272.86
272.89
272.89
SOIL ROAD
272.92
272.92
272.93
272.93
272.94
272.94
272.98
272.98
272.98
272.99
272.99
273.02
273.03
273.03
273.04 273.04
273.05
273.06
273.07
273.07
273.12
273.13
273.13
273.13
273.13
273.16
273.18
273.19
273.19
273.20
273.21
273.21
273.23
273.23
273.24
273.24
273.24
273.25
273.25
273.25
273.26
273.28
273.28
273.30
273.30
273.30
273.32
273.32
273.33
273.33
273.33
273.34
273.34
273.34
273.35
273.37
273.37
273.38
273.39
273.39
273.40
PN18
273.43
273.44
273.44
273.44
273.44
PN14
273.45
273.45
273.45
273.46
273.46
273.47
273.47
273.48
273.50
273.50
PN15
273.51
PN15
273.52
273.54
273.55
PN14
273.55
273.56
273.56
273.57
273.58
273.59
273.59
273.60
273.61
273.61
273.62
273.63
273.63
273.63
273.63
PN16
273.65
273.65
273.68
273.68
273.69
273.77
273.77
273.78
273.78
273.79273.79
273.80
273.85
273.87
273.88
273.93
PN15
273.95
PN13
273.97
273.98
273.98274274.04
274.04
274.05
274.07
274.09
274.12
274.14
274.20
274.20
274.23
FOC
274.24
274.27
274.27
274.28
274.29
274.29
274.30
274.30
TMH TEL
274.31
274.34
274.37
274.38
274.38
274.41
274.43
274.45
274.46
274.50
274.54
274.54
274.56
274.60
274.61
274.64
274.66
274.66
274.67
274.68
274.70
274.70
274.76
274.77
274.77
274.78
274.78
274.78
274.79
274.85
274.86
274.88
274.88
274.90
274.90
274.90
274.91
274.91
274.91
274.92
274.96
274.96 274.97
274.97
274.98 275275275
275 275 275 275
275275
275
275275275275275275
275275
275275275 275
275275275275
275275.01
275.01
275.04
275.04
275.06
275.07
275.07
275.07
275.10
275.10
275.12
275.13
275.13
275.17
275.19
275.20
275.21
275.21
275.22
275.25
275.25
275.27
275.29
275.31
275.33
275.33
275.34
275.34
275.36
275.38
275.38
275.39
275.40
275.40
275.41
275.41
275.41
275.42
275.43
275.47
275.50
275.52
275.56
275.56
275.59
275.59
275.61
275.67
275.68
275.70
275.72
275.79
275.79
275.80
275.81
275.84
275.85
SOIL PATH
275.89
BOL
BOL
275.91
275.94
275.98
275.98
275.98
275.98 275275
TC FOC
276.00
276.02
276.02
276.03
276.05
276.07
276.08
276.11
276.15
276.18
276.19
276.19
276.21
276.24
276.25276.26
276.27
S
276.32
276.36
276.40
S
276.48
276.48
24" RCP
24" RCP276.52
276.53
P
276.56
276.60
276.60
276.63
276.66
276.69 GENERAL RIDGWAY RO AD GENERAL RIDGWAY RO AD
276.70
276.71
276.77
276.81
276.83
276.86
276.91
24" RCP
276.92
276.98
276.99
277.04
S
277.07
277.11
277.13
277.15
277.16
277.22
277.29
11TH ABN DIV ROAD
277.49
277.52
277.53
277.54
277.60
24" RCP
24" RCP
277.61
277.70
277.83
277.95 277.96
277.98
278
FOC278.05TC
278.16
BOLLARDS
BOLLARDS
278.19
278.22
278.23
278.27
278.33
SUPPORT COLUMNSMODEL GLIDER
SUPPORT COLUMNMODEL GLIDER
278.41
278.44
BOLLARDS
GLIDERMODEL
278.48
278.52
278.57
278.60
278.62
278.63
278.64
278.68
278.68
278.72
278.73
278.77
11TH ABN DIV ROAD
84" CHLK W/3SBW
278.82
GUARD RAIL
278.85
278.90
RAIL
GUARD
278.93
278.93
GATE
278.97
GUARD RAIL
278.99
279
279
279.04
279.04
279.08
279.10
279.11GUARD RAIL279.13
279.15
279.21
TEL BO
279.23 CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S S
S
S
S
S
S
S
S
S S
SS
S
S
POST
279.72
279.74
BL*700 G MON.
EL*700 G MON.
11TH ABN DIV ROAD
ROCK S/W
279.81
S
279.85
279.98280280280280280280
280
280
280
280280 280.03
280.11
18" RCP 280.22
280.33
280.34
280.36
280.38
S
280.39
280.57
280.64
STATION HOSPITAL ROAD (GRAVEL)280.78
280.97
18" RCP
24" RCP
281 281.03
11TH ABN DIV ROAD
281.24
281.34 281.47
281.55
281.55
281.57
281.77
281.77
S
281.93
282282282.03
282.05
282.13
282.16
282.27282.27 282.33
282.47
282.49
282.52
282.58
282.64
282.78
282.85
282.87
282.96
283
283
283.06
18" RCP S
283.14
283.14
283.14
283.37
18" RCP
283.37
283.50
283.51
283.59
283.60 283.68
283.70
18" RCP
283.83
SLUSS TILLER ROAD
SLUSS TILLER ROAD
283.86
283.86
283.92
284
284.03
284.05
284.10
284.18
284.22
284.23
284.24
284.25
284.36
284.37
284.39
284.45
284.46
284.50
284.57
284.60
S
284.81
284.85
285285285
285285285.02
11TH ABN DIV ROAD
286.65
286.93
287.14
290291.11
291.48
291.66
291.88
292.57
292.70
292.95
293.05
293.05
293.08
293.14
293.25
293.28
293.38
293.39
293.46
293.48
293.65
293.68
293.71
293.75
293.92
293.96
293.97
#106569EJB
294.13
294.18
294.24
294.25
294.25
294.27
294.45
294.58
294.58
294.62
294.65
294.69
294.74
294.77
294.78
295295
295295
295.00
295.51
296.10
296.25
296.32
#106568EJB
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG110.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG110.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CO
CO
YH
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15" 18"15"15"15"18"15"
15"15"15"15"6"15"6"15"
15"15"18"18"6"
EW-1
UDUDUDUDUDUDUD
UD
FH
CO
FH
6"FDCO CO CO
CO
CO
CO CO CO
CO
15"
256
257
257
258
258
258
257.50
259
259
259
260
260
260
260
261
261
261
261261
261.5
262
262
262
262
262262.60
262.6
2
63263
263
263
263263.60
263.6
264
264264
264264
265
265
265265
270266
266
266
266
266
266266 266266266266266266266
266
266
266
2
6
6
267
267
267267
267
267
267 267267
267
2
6
7 267267267267267267
267
267
267
267
267
267
2
6
7
267269
268
268
268
268268
268
268268 268268
268268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269270 270270
2
7
0 270INV = 265.90
DC
DC
N
TD
270
267
DC
TD
T
DCS CS
CS
CS
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
SF
HH
HHMHHHHH
H
T
DTDTD267265266 267
266DCTD
267 266
266
267267268CG110
CG111TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG110
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"=40'-0"
120'80'40'020'40'
KEYMAP
GENERAL NOTES
GRADE AND DRAIN PLANS.HAGGARDC.HILLM.MEYERRATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG710
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.
CG410 CG411
CG412 CG413
WETLANDS
WETLANDS
S
S
S
S
KEYPAD
BOL
BOL
BOL
BOL
GATE
BOL
BOL
BLDGGUARD MTL 1-STORY
PHONE STATION260 26126118" CMP262
262262
262262262263
263263263263263263263263
P
264264264264264264264264264264264264
264
2
6
4264
264 2642
6
4
264 2642648
4
" CH
LK
W
/3
SBW
8
4
"
CH
LK
W
/3
SBW
W
/3SB
W84"
C
H
L
K
265
265
265265265 265265
265 265265265
265
265265 265265265
265265
265 26526526526584" CHLK W/3SBW84" CHLK W/3SBW266266 266266
266266266
266
MTL GATE267267
84" CHLK W/3SBW
WETLANDS
WETLANDS
GATE260260261 261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264
264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265265
265265265 265265
265265
265
265265
265265
265265265
265265
265265265 265
265
265
265 265265265265265265265
265265265265
265265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265
265265PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN10
PN05
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
PN05
OK04
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN14
PN15
PN11
OK07
PN10
PN13
PN06
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN07
PN14
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03266266266266266 266266266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 26
6266
266266
266
266
266
266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266266266266
266266266266
26626
6266
266266266
266
266
266 266266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
PN13
PN10
PN07
PN05
OK07
PN14
PN15
PN15
PN09
PN17
PN06
PN08
PN16
PN12
PN04
PN12
PN08
PN06
OK08
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN09
PN10
PN15
PN13
PN12
PN11
OK05
PN14
PN07
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN05
PN09
PN07
OK05
PN07
PN09
PN05
PN04
PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN13 PN08
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
PN13
OK05
PN14
PN15
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN15
PN13
PN07
PN12
PN05
OK07
PN06
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN13
PN16
PN13
PN16
PN09
DW06
PN05
PN06
PN08
PN05
PN12
PN18
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN16
PN13
PN15
OK05
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN17
PN10
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
PN17
OK07
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15 OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN13
PN10
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN20
PN10
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN12
PN09
PN15
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
OK09
PN19
PN07
PN23OK09
PN17
PN13
PN06
PN09
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN16
PN11
PN09
PN18
PN14
PN20
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267267267 267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 26726
7267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
OK17
PN14
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269269269269
269269
269269269269269269268269269
269PN16
270270270 270270270
270270
27
0270270270270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272PN14
273
273
274
273
273273273273273273
273273273273273
273272273273PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13
274274 274274274
274274274
274274274274275275275275 275 275 275275275 275
275275275275275275
275
275
27527
5275275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276276276275275276276
276P277
277277277277277277277277277277277
277277277277277277
277
277278278
278278278278278278278278278278278278278278
278
278
278278278
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
P280280280280
280280
280
280
280
280280 281281281281281281
281281282282282282
282 282282 283283283283283
283
283283 28428
4284284284284284284 285285285
285285286287288
289290291292293
293
293293293294
294294294
294294
295295
295295
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG111.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG111.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"18"
HW-1
EX 259.35
MATCH
260260
INV = 265.90
N
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
HH
HHMHHHHH
H
267
265266 267
266267 266
266
267267268CG110
CG111TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG111
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"=40'-0"
120'80'40'020'40'
KEYMAP
S.HAGGARDC.HILLM.MEYERTHE END OF THE WORK DAY
TO THAT LENGTH THAT CAN BE STABILIZED AT
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:GRADE AND DRAIN PLANGENERAL NOTES
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.MATCH LINE - REFER TO SHEET CG110COMPOUND SIDE OF FENCE
MIN 2' INTO THE GROUND. INSTALL ON
STAINLESS STEEL BAR 6" OC AND DRIVEN A
OF FENCE IS GREATER THAN 6", INSTALL 0.75"
WHEN GAP BETWEEN GROUND AND BOTTOM
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG201.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG201.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
10+00 11+00 12+00 13+00 14+00
10+00 11+00 12+00 13+00 10+00 11+00INV IN=263.98INV OUT=263.88INV IN=263.70INV OUT=263.60INV IN=264.48INV OUT=264.38INV IN=263.00INV OUT=262.90INV=262.60INV OUT=265.15INV IN=264.56INV IN=264.56 (6")INV OUT=264.46INV OUT=260.74INV IN=260.44INV OUT=260.3410+00INV =265.00INV IN=265.73INV OUT=265.63INV OUT=265.97INV IN=264.83INV IN=264.83 (6")INV OUT=264.73INV IN=265.48INV OUT=265.38INV IN=264.56INV IN=264.56 (6")INV OUT=264.46INV=263.9015" PIPE@0.50%
15" PIPE@0.50%
15" PIPE@0.50%
18" PIPE@0.50%
18" PIPE@0.50%
15" PIPE@0.60%
15" PIPE@0.60%
15" PIPE@0.50%
15" PIPE@0.60%
18" PIPE@0.50%15" PIPE@0.50%
@0.50%
15" PIPETR 267.11NEW STORM MANHOLESTA 10+59.92 SDMH-4TR 268.12NEW CATCH BASINSTA 12+96.24 CB-6TR 268.00NEW CATCH BASINSTA 12+17.10 CB-5TR 267.83NEW CATCH BASINSTA 11+81.82 CB-2NEW HEADWALLSTA 10+00.00 HW-2NEW HEADWALLSTA 14+02.34 EW-1TR 268.30NEW STORM MANHOLESTA 10+00.00 SDMH-5TR 267.51NEW CATCH BASINSTA 10+97.10 CB-11TR 266.40NEW STORM MANHOLESTA 10+00.00 SDMH-1TR 264.50NEW OUTLET STRUCTURESTA 10+50.26 OUTLET-115" STORM PIPETR 268.30NEW STORM MANHOLESTA 11+12.84 SDMH-5NEW HEADWALLSTA 10+00.00 HW-3TR 268.10NEW CATCH BASINSTA 13+13.34 CB-10TR 268.00NEW CATCH BASINSTA 12+66.27 CB-9TR 268.00NEW CATCH BASINSTA 12+36.50 CB-8TR 267.00NEW CATCH BASINSTA 11+46.63 CB-7260
262.5
265
267.5
270
260
262.5
265
267.5
270
260
262.5
265
267.5
270
260
262.5
265
267.5
270
260
262.5
265
267.5
270
260
262.5
265
267.5
270
260
262.5
265
267.5
260
262.5
265
267.5
CG201S.HAGGARDGRAPHIC SCALE: 1"=20'-0" HORIZ.
60'40'20'010'20'
GRAPHIC SCALE: 1"=2.5'-0" VERT.
7.5'5'2.5'0 2.5'M.MAYERG.LYNNCENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "A"
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601 STORM PROFILES 1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "B"
1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "C"
1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "D"
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG202.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG202.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
16+00 17+00 18+00 19+00 20+00INV OUT=262.50INV IN=261.46INV IN=262.00 (6")INV OUT=261.36INV IN=262.00INV OUT=261.90260
262.5
265
267.5
270
257.5
255
10+00 11+00 12+00 13+00 14+00 15+00INV IN=260.44INV OUT=260.34INV=259.35260
262.5
265
267.5
270
257.5
255
15" PIPE@0.30%
15" PIPE@0.30%
15" PIPE@0.30%
18" PIPE@0.35%
15" PIPE@0.30%TR 265.50NEW OUTLET STRUCTURESTA 19+92.11 OUTLET-2TR 267.61NEW STORM MANHOLESTA 18+18.00 SDMH-3TR 267.40NEW STORM MANHOLESTA 16+72.32 SDMH-215" STORM PIPETR 266.40NEW STORM MANHOLESTA 13+67.20 SDMH-1NEW HEADWALLSTA 10+82.20 HW-1CG202S.HAGGARDM.MAYERG.LYNNSTORM PROFILESGRAPHIC SCALE: 1"=20'-0" HORIZ.
60'40'20'010'20'
1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "E"
CENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601 GRAPHIC SCALE: 1"=2.5'-0" VERT.
7.5'5'2.5'0 2.5'
260
262.5
265
267.5
270
257.5
255
260
262.5
265
267.5
270
257.5
255 MATCH LINEMATCH LINE
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG203.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG203.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"INV IN=263.70INV OUT=263.60INV IN=264.17INV IN=265.17 (6")INV OUT=264.0710+00 11+00 12+00
15" PIPE@0.50%
15" PIPE@0.50%TR 268.10NEW CATCH BASINSTA 11+94.59 CB-4TR 267.66NEW CATCH BASINSTA 10+74.16 CB-3TR 267.83NEW CATCH BASINSTA 10+00.00 CB-2260
262.5
265
267.5
270
260
262.5
265
267.5
270
CG203S.HAGGARDM.MAYERG.LYNNSTORM PROFILESGRAPHIC SCALE: 1"=20'-0" HORIZ.
60'40'20'010'20'
1"=5'-0" VERT.
SCALE: 1"=20'-0" HORIZ.
STORM PROFILE "F"
CENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
FOR STORM DRAINAGE
REFER TO SHEET CG601
GRAPHIC SCALE: 1"=2.5'-0" VERT.
7.5'5'2.5'0 2.5'
265265266266267267268267269268269270272272274274275WETLANDS
WETLANDS
POLEFLAG
GUY
S
S
S
S
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKERFOC MARKER
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
GUY
GUY
FOC MARKER
GRAVEL ROAD
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT"CAMP MACKALL"26026018" CMP
261
26126126118" CMP 262
262262262
262262262262OFF SITE
18" RCP
OFF SITE
263
263263263263263263263
263263263263263
15" RCP 15" RCP
84" CHLK W/3SBW84" CHLK W/3SBW
P
264 264264264264
264264264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK
265
265
265265265
265265265 265265265265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265265265
265
265265265265265
26526584" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
266266266266266266
266
266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 266266266266
266
266266266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266 266266
266266266266
266266266266
266266266
266266266266
266266266
266266
266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
MTL GATEROWE LANE
ROWE LAN
EROWE LANE
ROWE LANE267267267267267267267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267
267
267267267 267267267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
T
T
268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268GRAVEL ROAD GENERAL RIDG WA Y ROAD
269269269269
269269269269
269269
269269269269269269268269269
269270270270270270270
270270 270270270270270270270269270271271271 271271271271271271271
271271271
270271271
GENER AL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272SOIL ROADSOIL ROAD
273
273
274
273
273273273273273273
273273273273273
273272273273
274274 274274274
274274274
274274274274T
275
275275
275 275275 275275275
275
275275
275275275275
275275
275275275 275
275274275275275
275SOIL PATHBOL
BOL
276276276
276276
276276276276276276276276276276276276276 276276276276276275275276276
276S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP277
277277277277277277277277
277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP278278278278
278278278278278278278278278278278278
278
278
27827827811TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279
279 GUARD RAILCUTPAVEMENT
T CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11TH ABN DIV ROAD
ROCK S/W
S280280
280280
280280
280280
280280 18" RCP
S
18" RCP
24" RCP28128128128128128128111TH ABN DIV ROAD
S282282
282282
282282283283283283283
283283 18" RCP S
18" RCP
18" RCP
284284
284284284284284284 S
285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294294294294
294294295
295295
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG410.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG410.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CAMP B
AREA BFORMATIONFF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8TANKFIREWATER
TANKFIREWATER
0.50% SWALEYH
YH
CO
265
266
267
268268
268
268.70
268.90
268.90269
269269
HP 269.10
HP 269.10
269.20HP 269.10269.56
269.56 270270.00
270.00
270.00
268.30
270.20
270.58
270.60
N2%2%2%
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN0.50% SWALE0.50% SWALECO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"
15"15"15"18"15"
15"15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
258
257.50259
259
259
EX 259.35MATCH
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262
262.60
262.6
263
263
263
263
263263.60
263.6 264
264264
264
264
265
265
265
265.00
265
270
265.50
265.50
267.20
267.20
265.88
266
266
266
266
266
266
266
266.00 266266 266266266
266
265.50
266
266
266
266
266
266.03
266.03
266.10
266.10
MATCH EX
266.21
266.25
266.25
266.28266.50
266.66
266.67
266.64
MATCH EX
266.89
MATCH
266.95
267
267
267267
267
267267 267267 267
267
267.00 267267267
267267
267
267
267
267
267267
267267
267
267
269
267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 267.24
267.24
MATCH EX
267.54
267.60
267.60
267.66
267.66
MATCH EX
267.69
267.79 267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268268268268
268
268 268268
268
268
268 268268268.34
268.00
268.00
268
268.10
268.10
268.10
269.20
269.20
269.20
268.25 268.28
268.30
268.36
268.45
268.46
268.46
268.46
268.48
268.48
269.50 268.50
268.50
268.50
268.50
268.50
268.52
268.54
268.54
268.54
268.54
268.54
268.54
268.55
268.57 268.57
268.60
268.60
268.80 268.80
268.60 268.60
268.60
268.60
268.60 268.60
268.60
268.60
268.65
268.66
268.70
268.70
268.80
268.80
268.80
268.80
268.80 268.80
268.80
268.80 268.80 268.80
268.80268.80
268.80 268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.80
268.80
268.90
268.90
268.90
268.93
268.93
269
269
269
269
269269
269
269
269269269 269269269269.00
269.00
269.00
269.00
269.00
269.00
271 269269269.10 269.10
HP 269.10
HP 269.10 HP 269.10
269.13
269.13
269.20
269.20269.20
269.20
269.20
269.20
269.20
269.24
269.24HP 269.10269.30
269.40
269.40
269.42
269.44
269.44269.44
269.44
269.50
269.50
269.50
269.50
269.50
269.50
269.56
269.56
269.60
269.65
269.69
269.69
269.84
269.89270 270270
270 270270.00
270.00
270.00
270.00
270.00
268.30
270.00
270.10
270.15
270.20
270.20
270.50
270.58
270.60 270.60270.80
271.00
CG410
CG411
CG412
CG413
INV = 265.90
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG410
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.
KEYMAP
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'GRADE AND DRAIN PLANENLARGEDS.HAGGARDC.HILLM.MEYERGENERAL NOTES
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.MATCH LINE - REFER TO SHEET CG411MATCH LINE - REFER TO SHEET CG412
WALL AT GRADE.6"x6" OPENING THROUGH
GUY 264265265265265265265 26584" CHLK W/3SBW266266266266266266266266266266
266266 266266266266266
2
66 266266
266
266
266266
266266
266266MTL GATE267267267267267
2672672
67
267267267
267268268
268268WETLANDS
WETLANDS
POLEFLAG
GUY
S
S
S
S
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKERFOC MARKER
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
GUY
GUY
FOC MARKER
GRAVEL ROAD
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT"CAMP MACKALL"26026018" CMP
261
26126126118" CMP 262
262262262
262262262262OFF SITE
18" RCP
OFF SITE
263
263263263263263263263
263263263263263
15" RCP 15" RCP
84" CHLK W/3SBW84" CHLK W/3SBW
P
264 264264264264
264264264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK
265
265
265265265
265265265 265265265265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265265265
265
265265265265265
26526584" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
266266266266266266
266
266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 266266266266
266
266266266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266 266266
266266266266
266266266266
266266266
266266266266
266266266
266266
266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
MTL GATEROWE LANE
ROWE LAN
EROWE LANE
ROWE LANE267267267267267267267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267
267
267267267 267267267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
T
T
268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268GRAVEL ROAD GENERAL RIDG WA Y ROAD
269269269269
269269269269
269269
269269269269269269268269269
269270270270270270270
270270 270270270270270270270269270271271271 271271271271271271271
271271271
270271271
GENER AL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272SOIL ROADSOIL ROAD
273
273
274
273
273273273273273273
273273273273273
273272273273
274274 274274274
274274274
274274274274T
275
275275
275 275275 275275275
275
275275
275275275275
275275
275275275 275
275274275275275
275SOIL PATHBOL
BOL
276276276
276276
276276276276276276276276276276276276276 276276276276276275275276276
276S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP277
277277277277277277277277
277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP278278278278
278278278278278278278278278278278278
278
278
27827827811TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279
279 GUARD RAILCUTPAVEMENT
T CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11TH ABN DIV ROAD
ROCK S/W
S280280
280280
280280
280280
280280 18" RCP
S
18" RCP
24" RCP28128128128128128128111TH ABN DIV ROAD
S282282
282282
282282283283283283283
283283 18" RCP S
18" RCP
18" RCP
284284
284284284284284284 S
285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294294294294
294294295
295295
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG411.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG411.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CO
YH
POND
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONAREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1FF EL 271.50INSTR CTRLBLDG 7FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-8 0.50% SWALEYH
YH
FH
CO
CO
FDC
SDMH-1
SDMH-2
HW-2
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-9
CB-10
CO-1
OUTLET-1
15" 18"15"15"15"6"15"
15"15"18"18"EW-1
UDUDUDUDUDUDUD
FH
CO
FH
6"FDCO CO CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
259
259
260
260
260
261
261261
262
262
262262.60
262.6
263
263
263263.60
263.6
264
264264
265
265.00
265
265.50
265.50
267.20
265.88
266
266
266
266266266265.50
266
266
266
266
2
6
6
266.10
266.10
266.28266.50
266.66
266.64
266.95
267
267
267
267267267267
267
267
267
267
267
267
2
6
7
267267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 267.24267.24
267.54
267.60
267.66
267.66
267.69
268
268
268
268268
268268268.00
268.00
268
268.10
269.20
269.20
269.20
268.25
268.28
268.30
268.46
268.46
268.46
269.50 268.50
268.50
268.54
268.54
268.54
268.54
268.55
268.57
268.57
268.60 268.60
268.60
268.60
268.70
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.90
269
269
269
269269269269.00
269.00
269.00
269HP 269.10
269.13
269.13
269.20
269.20
269.20
269.20
269.20
269.24
269.24
269.30
269.40
269.40
269.50
269.50
269.50
269.50
269.50
269.50
269.60
270
270.00
270.00
270.15
270.20
270.60
270.80
271.00
INV = 265.90
N2%2%2%
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN0.50% SWALE0.50% SWALECO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"
15"15"15"18"15"
15"15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
258
257.50259
259
259
EX 259.35MATCH
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262
262.60
262.6
263
263
263
263
263263.60
263.6 264
264264
264
264
265
265
265
265.00
265
270
265.50
265.50
267.20
267.20
265.88
266
266
266
266
266
266
266
266.00 266266 266266266
266
265.50
266
266
266
266
266
266.03
266.03
266.10
266.10
MATCH EX
266.21
266.25
266.25
266.28266.50
266.66
266.67
266.64
MATCH EX
266.89
MATCH
266.95
267
267
267267
267
267267 267267 267
267
267.00 267267267
267267
267
267
267
267
267267
267267
267
267
269
267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 267.24
267.24
MATCH EX
267.54
267.60
267.60
267.66
267.66
MATCH EX
267.69
267.79 267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268268268268
268
268 268268
268
268
268 268268268.34
268.00
268.00
268
268.10
268.10
268.10
269.20
269.20
269.20
268.25 268.28
268.30
268.36
268.45
268.46
268.46
268.46
268.48
268.48
269.50 268.50
268.50
268.50
268.50
268.50
268.52
268.54
268.54
268.54
268.54
268.54
268.54
268.55
268.57 268.57
268.60
268.60
268.80 268.80
268.60 268.60
268.60
268.60
268.60 268.60
268.60
268.60
268.65
268.66
268.70
268.70
268.80
268.80
268.80
268.80
268.80 268.80
268.80
268.80 268.80 268.80
268.80268.80
268.80 268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.80
268.80
268.90
268.90
268.90
268.93
268.93
269
269
269
269
269269
269
269
269269269 269269269269.00
269.00
269.00
269.00
269.00
269.00
271 269269269.10 269.10
HP 269.10
HP 269.10 HP 269.10
269.13
269.13
269.20
269.20269.20
269.20
269.20
269.20
269.20
269.24
269.24HP 269.10269.30
269.40
269.40
269.42
269.44
269.44269.44
269.44
269.50
269.50
269.50
269.50
269.50
269.50
269.56
269.56
269.60
269.65
269.69
269.69
269.84
269.89270 270270
270 270270.00
270.00
270.00
270.00
270.00
268.30
270.00
270.10
270.15
270.20
270.20
270.50
270.58
270.60 270.60270.80
271.00
CG410
CG411
CG412
CG413
INV = 265.90
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG411
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.
KEYMAP
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'GRADE AND DRAIN PLANENLARGEDS.HAGGARDC.HILLM.MEYERGENERAL NOTES
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.
REFER TO SHEET CG508
WET POND #1 MAIN POOL
STORM WATER
THROUGH WALL AT GRADE
6"x6" OPENINGMATCH LINE - REFER TO SHEET CG410MATCH LINE - REFER TO SHEET CG413
AT GRADE
THROUGH WALL
6"x6" OPENING

267268268269269270270270271271272272SOIL ROADSOIL ROAD
2
7
3
274
273
273273273273273 2732 7 4
274275275276
275
WETLANDS
WETLANDS
POLEFLAG
GUY
S
S
S
S
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKERFOC MARKER
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
GUY
GUY
FOC MARKER
GRAVEL ROAD
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT"CAMP MACKALL"26026018" CMP
261
26126126118" CMP 262
262262262
262262262262OFF SITE
18" RCP
OFF SITE
263
263263263263263263263
263263263263263
15" RCP 15" RCP
84" CHLK W/3SBW84" CHLK W/3SBW
P
264 264264264264
264264264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK
265
265
265265265
265265265 265265265265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265265265
265
265265265265265
26526584" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
266266266266266266
266
266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 266266266266
266
266266266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266 266266
266266266266
266266266266
266266266
266266266266
266266266
266266
266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
MTL GATEROWE LANE
ROWE LAN
EROWE LANE
ROWE LANE267267267267267267267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267
267
267267267 267267267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
T
T
268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268GRAVEL ROAD GENERAL RIDG WA Y ROAD
269269269269
269269269269
269269
269269269269269269268269269
269270270270270270270
270270 270270270270270270270269270271271271 271271271271271271271
271271271
270271271
GENER AL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272SOIL ROADSOIL ROAD
273
273
274
273
273273273273273273
273273273273273
273272273273
274274 274274274
274274274
274274274274T
275
275275
275 275275 275275275
275
275275
275275275275
275275
275275275 275
275274275275275
275SOIL PATHBOL
BOL
276276276
276276
276276276276276276276276276276276276276 276276276276276275275276276
276S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP277
277277277277277277277277
277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP278278278278
278278278278278278278278278278278278
278
278
27827827811TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279
279 GUARD RAILCUTPAVEMENT
T CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11TH ABN DIV ROAD
ROCK S/W
S280280
280280
280280
280280
280280 18" RCP
S
18" RCP
24" RCP28128128128128128128111TH ABN DIV ROAD
S282282
282282
282282283283283283283
283283 18" RCP S
18" RCP
18" RCP
284284
284284284284284284 S
285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294294294294
294294295
295295
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG412.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG412.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
GARDEN
YH
267.00
268.36
268.50
268.50
268.52
268.54
268.66
268.80
268.80
269
269269.00
HP 269.10
269.69
269.69
269.89
270
2
7
0
N2%2%2%
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN0.50% SWALE0.50% SWALECO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"
15"15"15"18"15"
15"15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
258
257.50259
259
259
EX 259.35MATCH
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262
262.60
262.6
263
263
263
263
263263.60
263.6 264
264264
264
264
265
265
265
265.00
265
270
265.50
265.50
267.20
267.20
265.88
266
266
266
266
266
266
266
266.00 266266 266266266
266
265.50
266
266
266
266
266
266.03
266.03
266.10
266.10
MATCH EX
266.21
266.25
266.25
266.28266.50
266.66
266.67
266.64
MATCH EX
266.89
MATCH
266.95
267
267
267267
267
267267 267267 267
267
267.00 267267267
267267
267
267
267
267
267267
267267
267
267
269
267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 267.24
267.24
MATCH EX
267.54
267.60
267.60
267.66
267.66
MATCH EX
267.69
267.79 267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268268268268
268
268 268268
268
268
268 268268268.34
268.00
268.00
268
268.10
268.10
268.10
269.20
269.20
269.20
268.25 268.28
268.30
268.36
268.45
268.46
268.46
268.46
268.48
268.48
269.50 268.50
268.50
268.50
268.50
268.50
268.52
268.54
268.54
268.54
268.54
268.54
268.54
268.55
268.57 268.57
268.60
268.60
268.80 268.80
268.60 268.60
268.60
268.60
268.60 268.60
268.60
268.60
268.65
268.66
268.70
268.70
268.80
268.80
268.80
268.80
268.80 268.80
268.80
268.80 268.80 268.80
268.80268.80
268.80 268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.80
268.80
268.90
268.90
268.90
268.93
268.93
269
269
269
269
269269
269
269
269269269 269269269269.00
269.00
269.00
269.00
269.00
269.00
271 269269269.10 269.10
HP 269.10
HP 269.10 HP 269.10
269.13
269.13
269.20
269.20269.20
269.20
269.20
269.20
269.20
269.24
269.24HP 269.10269.30
269.40
269.40
269.42
269.44
269.44269.44
269.44
269.50
269.50
269.50
269.50
269.50
269.50
269.56
269.56
269.60
269.65
269.69
269.69
269.84
269.89270 270270
270 270270.00
270.00
270.00
270.00
270.00
268.30
270.00
270.10
270.15
270.20
270.20
270.50
270.58
270.60 270.60270.80
271.00
CG410
CG411
CG412
CG413
INV = 265.90
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG412
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.
KEYMAP
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'GRADE AND DRAIN PLANENLARGEDS.HAGGARDC.HILLM.MEYERGENERAL NOTES
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.
MATCH LINE - REFER TO SHEET CG410
MATCH LINE - REFER TO SHEET CG413
264
2652
6
52652662
6
6
2
6
6
266266
266266266
266266266266266266266267267267 267266268269270270270271272 WETLANDS
WETLANDS
POLEFLAG
GUY
S
S
S
S
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKERFOC MARKER
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
GUY
GUY
FOC MARKER
GRAVEL ROAD
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT"CAMP MACKALL"26026018" CMP
261
26126126118" CMP 262
262262262
262262262262OFF SITE
18" RCP
OFF SITE
263
263263263263263263263
263263263263263
15" RCP 15" RCP
84" CHLK W/3SBW84" CHLK W/3SBW
P
264 264264264264
264264264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK
265
265
265265265
265265265 265265265265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265265265
265
265265265265265
26526584" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
266266266266266266
266
266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 266266266266
266
266266266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266 266266
266266266266
266266266266
266266266
266266266266
266266266
266266
266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
MTL GATEROWE LANE
ROWE LAN
EROWE LANE
ROWE LANE267267267267267267267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267
267
267267267 267267267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
T
T
268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268GRAVEL ROAD GENERAL RIDG WA Y ROAD
269269269269
269269269269
269269
269269269269269269268269269
269270270270270270270
270270 270270270270270270270269270271271271 271271271271271271271
271271271
270271271
GENER AL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272SOIL ROADSOIL ROAD
273
273
274
273
273273273273273273
273273273273273
273272273273
274274 274274274
274274274
274274274274T
275
275275
275 275275 275275275
275
275275
275275275275
275275
275275275 275
275274275275275
275SOIL PATHBOL
BOL
276276276
276276
276276276276276276276276276276276276276 276276276276276275275276276
276S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP277
277277277277277277277277
277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP278278278278
278278278278278278278278278278278278
278
278
27827827811TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279
279 GUARD RAILCUTPAVEMENT
T CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11TH ABN DIV ROAD
ROCK S/W
S280280
280280
280280
280280
280280 18" RCP
S
18" RCP
24" RCP28128128128128128128111TH ABN DIV ROAD
S282282
282282
282282283283283283283
283283 18" RCP S
18" RCP
18" RCP
284284
284284284284284284 S
285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294294294294
294294295
295295
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG413.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG413.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CO
STORAGE
WOOD
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10APPARATUS (TYP)
36" RCP TRAINING
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
THW-1
GEN
CO
CO
YH
YHYH
YH
FH
CO
SDMH-5
SDMH-3
HW-3
CB-11 CB-7
CB-8
CO-2
OUTLET-2 15"15"18"15"
15"15"15"6"6"
UD
CO
258257.50
259
260
261
261
261.5
262
262
263263
264264
265270267.20
266
266266 266.00 266266266266.25
266.25
267
267
267
267
267
2
6
7 267267267269
267.60
267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
267.79268268
268
268 268268.34
268.10
268.45
268.48
268.48
268.50
268.54
268.60
268.60
268.80
268.80
268.60 268.60
268.60
268.60
268.65
268.80
268.80 268.80
268.80
268.80
268.93
268.93
269
269269269.00
269.00
271
269269.10 269.10
269.20
269.42
269.44
269.44269.44
269.44
269.65
269.8427 0270.00
270.10
270.50
N2%2%2%
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN0.50% SWALE0.50% SWALECO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"
15"15"15"18"15"
15"15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO CO CO
CO
15"
266.66
256
257
257
258
258
258
257.50259
259
259
EX 259.35MATCH
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262
262.60
262.6
263
263
263
263
263263.60
263.6 264
264264
264
264
265
265
265
265.00
265
270
265.50
265.50
267.20
267.20
265.88
266
266
266
266
266
266
266
266.00 266266 266266266
266
265.50
266
266
266
266
266
266.03
266.03
266.10
266.10
MATCH EX
266.21
266.25
266.25
266.28266.50
266.66
266.67
266.64
MATCH EX
266.89
MATCH
266.95
267
267
267267
267
267267 267267 267
267
267.00 267267267
267267
267
267
267
267
267267
267267
267
267
269
267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP 267.24
267.24
MATCH EX
267.54
267.60
267.60
267.66
267.66
MATCH EX
267.69
267.79 267.79 267.79
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268268268268
268
268 268268
268
268
268 268268268.34
268.00
268.00
268
268.10
268.10
268.10
269.20
269.20
269.20
268.25 268.28
268.30
268.36
268.45
268.46
268.46
268.46
268.48
268.48
269.50 268.50
268.50
268.50
268.50
268.50
268.52
268.54
268.54
268.54
268.54
268.54
268.54
268.55
268.57 268.57
268.60
268.60
268.80 268.80
268.60 268.60
268.60
268.60
268.60 268.60
268.60
268.60
268.65
268.66
268.70
268.70
268.80
268.80
268.80
268.80
268.80 268.80
268.80
268.80 268.80 268.80
268.80268.80
268.80 268.80
268.80
268.80
268.80
268.80
268.80
269.50
268.80
268.80
268.80
268.80
268.90
268.90
268.90
268.93
268.93
269
269
269
269
269269
269
269
269269269 269269269269.00
269.00
269.00
269.00
269.00
269.00
271 269269269.10 269.10
HP 269.10
HP 269.10 HP 269.10
269.13
269.13
269.20
269.20269.20
269.20
269.20
269.20
269.20
269.24
269.24HP 269.10269.30
269.40
269.40
269.42
269.44
269.44269.44
269.44
269.50
269.50
269.50
269.50
269.50
269.50
269.56
269.56
269.60
269.65
269.69
269.69
269.84
269.89270 270270
270 270270.00
270.00
270.00
270.00
270.00
268.30
270.00
270.10
270.15
270.20
270.20
270.50
270.58
270.60 270.60270.80
271.00
CG410
CG411
CG412
CG413
INV = 265.90
LEGEND
CO-1
CB-1
SD
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL ENDWALL.
REFER TO DETAIL 2, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL STORM MANHOLE.
REFER TO SHEETS CG510 THRU CG511.
HW-1 TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL GATE VALVE.
REFER TO DETAIL 3, SHEET CG507.
TYPICAL CLEAN OUT.
UD 6" PERFORATED UNDERDRAIN.
REFER TO DETAIL 3, SHEET CS522.
EW-1
CG413
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.
KEYMAP
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'GRADE AND DRAIN PLANENLARGEDS.HAGGARDC.HILLM.MEYERGENERAL NOTES
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY6.
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE 5.
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 4.
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
SQUARE INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
NOTED. PERFORATED PIPES TO HAVE MINIMUM 1.9
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS 3.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.
REFER TO SHEET CG509
WET POND #2 MAIN POOL
STORM WATER
MATCH LINE - REFER TO SHEET CG412MATCH LINE - REFER TO SHEET CG411
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
26315"
R
CP 15" RCP2
6
4
265265
2652652652652
6
5
2652662
6
6266266266
266266266
266266266266266266266266ROWE LANE267267
267267
267267267267
2
6
7
267267267267267T
T
268
268268268
GENERAL RIDGWAY ROADS
S
S
S
S
S
S
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG414.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG414.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"2%2%2%1
1
+0
0
1
0
+0
0
266.03
266.03
MATCH EX
266.21
266.67
MATCH EX
266.89
MATCH
267
MATCH EX
MATCH EX
268.10
LEGEND
UNDERLAYMENT
OUTLINE OF AREAS TO RECEIVE GEOGRID
CONCRETE SURFACE
AGGREGATE SURFACE
MULCH WITHOUT FABRIC
GRAVEL WITH WEED BLOCK FABRIC
0.5IN ROUNDED WASHED STONE
CONSTRUCTION LIMITS
CG414
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.
KEYMAP
SHEET KEYNOTES
INSTALLED) PORT-A-JOHN LOCATION.
GFGI (GOVERNMENT FURNISHED-GOVERNMENT 7.
1, SHEET CS510.
MINIMUM 7' FROM EXISTING ROADWAY. REFER TO DETAIL
PROVIDE TYPE "A" PERIMETER FENCE. FENCE TO BE 6.
DETAIL 3, SHEET CS521.
PROVIDE 8" CONCRETE FILLED BOLLARD. REFER TO 5.
REFER TO DETAIL 4, SHEET CS521.
PROVIDE KEYPAD ENTRY ON PEDESTAL WITH BOLLARDS. 4.
DETAIL 1, SHEET CS511
PROVIDE 24' WIDE MOTORIZED SLIDING GATE. REFER TO 3.
REFER TO DETAIL 5, SHEET CS501.
PROVIDE 11'X13' CONCRETE PAD FOR CP GUARD BOOTH2.
SHEET CS501.
PROVIDE AGGREGATE PAVEMENT. REFER TO DETAIL 1, 1.
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'GRADE AND DRAIN PLANENLARGEDS.HAGGARDC.HILLM.MEYER6
WET POND #2
TMH-8
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-9
THW-1
GEN
BOL (2)
BOL
BOL
WD BOL (2)
WD S
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
STONE MONUMENT"CAMP MACKALL"
S
S
S
S
S
S
S
S
S
SLUSS TILLER RD
WET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3
FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 270.34INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
N
T
T
POLEFLAG
GUY
POST
SOIL ROAD
S
S
S
S
KEYPAD
BOL
BOL
BOL
BOL
SO IL ROAD
BOLBOL
SS
S
S
S
RAIL
GUARD
GUARD RAIL
ROCK S/W
FOC MARKERFOC MARKER
FOC MARKER
SGUARD RAIL
SIGN
SIGN
SOIL PATH
200 P18#C302 101 TPED
GUARD RAIL
T-POSTS (3)
S
S
GUY
GUY
FOC MARKER
S
S
S
S
SS
S
FOC MARKER
S
FOC MARKER
TPED #C302101-150
1-15 PX VANPOND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2
ARE
A

A
2
FORMATIONSTORAGEWOOD AREA A1FORMATIONCOMPOUND SIDE OF FENCE
MIN 2' INTO THE GROUND. INSTALL ON
STAINLESS STEEL BAR 6" OC AND DRIVEN A
OF FENCE IS GREATER THAN 6", INSTALL 0.75"
WHEN GAP BETWEEN GROUND AND BOTTOM
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG501.dgn16-SEP-202009:03XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG501.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG501FLEXIBLE PIPE INSTALLATION DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG502.dgn16-SEP-202009:04XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG502.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG502 RIGID PIPE INSTALLATION DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG503.dgn16-SEP-202009:04XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG503.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG503 FILL HEIGHT TABLESSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG504.dgn16-SEP-202009:04XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG504.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG504 DROP INLET DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG505.dgn16-SEP-202009:04XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG505.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG505 DROP INLET GRATE DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG506.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG506.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG506 ANCHORAGE FOR FRAMES DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG507.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG507.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"

TYPICAL CONCRETE HEADWALL
NOT TO SCALE
DETAIL
NOTE:
E.W. MINIMUM.
CAST-IN-PLACE SHALL BE #5@12"
PRECAST SHALL MEET ASTM C-478.
REINFORCING NOT SHOWN FOR CLARITY.
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:
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
TYP
ONLY.
ON OUTLET HEADWALLS
PROVIDE SLOPED BOTTOM
L
MIN.4"D
HPIPE
A
DFB
C
PIPE
15"18"
A
B
C
D
F
H
L 5'-0"6'-0"
2'-11"3'-2"
0'-8"0'-8"
1'-3"1'-6"
1'-7"1'-9"
1'-1"1'-3"
0'-8"0'-9"
DIA. OF PIPE CULVERT
24"
8'-0"
3'-9"
0'-9"
2'-0"
2'-2"
1'-6"
0'-11"
FRONT ELEVATION END ELEVATION
30"
1'-0"
1'-9"
2'-6"
2'-6"
0'-9"
4'-3"
10'-0"
WINGWALLS OCCUR.
HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR

THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 15°.

SHOULDER.
IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE OR

THIS ITEM MAY BE PRECAST OR CAST IN PLACE.

OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD.
ON SHALLOW FILLS, WHERE ENDWALLS ARE 1' OR LESS BELOW SHOULDER LINE, THE TOP

5.
4.
3.

2.

1.
NOTES

TYPICAL CONCRETE ENDWALL
NOT TO SCALE
DETAIL2

GATE VALVE TO POOL DISCHARGE
NOT TO SCALE
DETAIL3
TYP
NCDOT TYPE "A"
BASE MATERIAL,
AGGREGATE
STORM DRAIN
GATE VALVE
SHAFT
"4
1VALVE BOX, 5
3-PIECE CAST IRON
GRADE
FINISH
BOX COVER
CAST INTO VALVE
WORD "STORM"
OR FILTER FABRIC
GRAVEL BEDDING
CLASS "B" RIP RAP 18" D
3
1 1
3
NOT TO SCALE
DETAIL
CG508
4

NOT TO SCALE
DETAIL
CG508
5

EMERGENCY SPILLWAY
ANTI-SEEP COLLAR

WET POND 2 = 21'
WET POND 1 = 25'
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
2'PIPE DIA2'2'PIPE DIA2'6"
#3 OR #4 REBAR
A
A
PLAN SIDE ELEVATION
SLIP RESISTANT CLEATS
ELEVATION
SECTION A-A
NOT TO SCALE
DETAIL
CG508
6

MANHOLE STEP
STANDARD SLIP RESISTANT
MATERIAL (RUBBER, PLASTIC)
CORROSION RESISTANT

12"4"5"CG509
CG509 CG509
NO. 57 STONE
PVC PIPE
6" PERFORATED
FILTER CLOTH
GEOTEXTILE
MARKING TAPE
METALLIC ID
GRAVEL
NOT TO SCALE
DETAIL
CG508
7

FRENCH DRAIN
3'3'-6"1'-0"
GRAVEL
NOTE: SLOPE PIPE A MINIMUM OF 1%
CG507STORM DRAINAGES.HAGGARDC.HILLM.MEYERMISC DETAILS
GUY265265265265
2662662
6
6 266266
266
266
266 266266U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG508.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG508.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
SYM.
SA
CF
NP
DP
LT
PW
QUAN.
66
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
P L A N T L I S T
INV. 260.74
TOP OF DAM EL.= 267.24
Q-100 STORM EL.= 266.19
3
1
TOP EL = 259.50
SEDIMENT STORAGE
EL.= 256.50
STORAGE
OF SEDIMENT
POOL/TOP
PERMANENT
BOTTOM OF
Q-10 STORM EL.= 265.83
Q-2 STORM EL.= 264.86
Q-1 STORM EL.= 264.57
1
3
EMERGENCY SPILLWAY EL.= 265.50
3
1
TOP EL.= 267.24
10'
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
OPENINGS, MOUNTED
NO.6 REBAR W/ MAX. 6"
DOMED TRASH RACK
MASTIC (TYP.)
WATERPROOF
BASE 6' 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

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

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

DIM. RISER
4'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 CG507 FOR EMERGENCY
STORAGE
6" SEDIMENT
STORAGE
6" SEDIMENT

FOREBAY MAIN POOL
SPILLWAY
EMERGENCY
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 EL. = 265.50
EL.= 260.74
RISER INVERT
INV = 262.60
2" DRAWDOWN ORIFICE
INV = 262.60
2" DRAWDOWN ORIFICE
w/6" THICK SOLID WALLS
INSIDE DIMENSION
4' x 4' CONCRETE RISER
EL.= 262.60
TOP OF RISER EL.= 264.50
PERMANENT POOL EL.= 262.60
WET POND #1 PROFILE
8" PVC DRAWDOWN ORIFICE
SHEET CG507
REFER TO DETAIL 5
ANTI-SEEP COLLARS
BOTTOM EL.= 259.00
SEDIMENT STORAGE
BOTTOM EL.= 256.00
SEDIMENT STORAGE
EL.=262.60
263.60
EL.=
VEGETATED
IS PUMP OUT
MAINTENANCE OR EMERGENCIES
NOTE: DRAIN MECHANISM FOR
PLANTING NOTES:

VEGETATED SHELF NOTES:
INSTALLATION OF MATERIAL.
LOCATION FOR APPROVAL PRIOR TO
PROVIDE SOURCE OF PLANT MATERIAL AND
ENSURE SURVIVABILITY. CONTRACTOR TO
PLANT MATERIAL FROM LOCAL SOURCE TO
LANDSCAPE CONTRACTOR SHALL PROVIDE
4. APPROXIMATE SQUARE FEET = 1,574 SF
PLANTS PER 200 SQUARE FEET OF SHELF AREA.
3. PLANTINGS SHALL BE NO LESS THAN 50
2. SHALL BE NO STEEPER THAN 6:1 SLOPE
1. SHALL BE NO LESS THAN 6-FT WIDE
66
66
66
66
66
18"
2"2"18"2"2"3/4" DIA FIXING POINTS
8" DIA
15" OUTLET PIPE
STAINLESS STEEL ORFICE PLATE

MIN
1/4"2 3/4"
PLATE
ORIFIC
HEX. NUTS, FLAT WASHERS
BOLTS, SELF LOCKING
(4) 1/2"x4" ADHESIVE
INV. 260.74
INV. 262.60
EL. = 267.00
FH
SDMH-1
HW-2
SDMH-4
OUTLET-1
15" 18"18"266.66
256
257
257
258
258
259
259
260
260
260
261
261261
262
262
262262.60
262.6
263
263
263263.60
263.6 264
264264265
265
265.50
265.50
267.20
265.88
266
266
265.50
266
2
6
6
266.10
266.10
266.28266.50
266.66
266.64
267
267
267
2
6
7
267267.10
267.10
HP 267.24 HP 267.24 HP 267.24
HP 267.24HP
2
6
7.
2
4
267.24
267.54
267.60
267.69
268
268.80268.80
CG508S.HAGGARDC.HILLM.MEYERN
STORM DRAINAGEMAIN POOL
WET POND #1
STORM WATER
FOREBAY
WET POND #1
EMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK
WET POND #1 DETAILSEL. 262.60'-263.60'
SHELF
VEGETATED
10'
2662
6
6
2
6
6 266U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG509.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG509.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
SYM.
SA
CF
NP
DP
LT
PW
QUAN.
58
58
58
58
58
58
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
P L A N T L I S T
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:
NOT TO SCALE
NOT TO SCALE
RISER DETAIL

1
CG509
SPILLWAY AND ANTI-SEEP COLLAR DETAIL.
REFER TO SHEET CG507 FOR EMERGENCY
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
WET POND #2 PROFILE
TOP OF DAM EL.= 267.79
Q-100 STORM EL.= 266.78
3
1
Q-10 STORM EL.= 266.40
Q-2 STORM EL.= 265.61
Q-1 STORM EL.= 265.53
1
3
EMERGENCY SPILLWAY EL.= 266.25
3
1
SHOWN.
REMOVE SEDIMENT TO OVERALL CONTOUR ELEVATION AS
PERMANENT STORM WATER POND, CONTRACTOR SHALL
PRIOR TO CONVERSION OF TEMPORARY RISER BASIN TO

LOCKING "O" RING JOINT
15" RCP CLASS 3 WITH
5'2'
TRENCH
CUT OFF
SHELF 6'
OPENING SIZE
4" - 6" MAXIMUM
TRASH RACK WITH

DIM. RISER
3'x3' INSIDE

3
1
NOT TO SCALE
FOREBAY MAIN POOL
SPILLWAY
EMERGENCY
3
1
EL. = 266.25
EL.= 262.50
RISER INVERT
INV = 264.00
1.5" DRAWDOWN ORIFICE
EL.= 264.00
TOP OF RISER EL.= 265.50
PERMANENT POOL EL.= 264.00
8" PVC DRAWDOWN ORIFICE
SHEET CG507
REFER TO DETAIL 5,
ANTI-SEEP COLLARS
INV. 262.50
AWAY FROM DAM.
PRE-CAST BOX. LID SHOULD OPEN
CLASP WITHIN THE INSIDE LIP OF
WITH HINGES AND HOLD DOWN
OPENINGS, MOUNTED
NO.6 REBAR W/ MAX. 6"
DOMED TRASH RACK
MASTIC (TYP.)
WATERPROOF
BASE 5' x 5' 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:
w/6" THICK SOLID WALLS
INSIDE DIMENSION
3' x 3' CONCRETE RISER
INV = 264.00
ORIFICE
1.5" DRAWDOWN
EL.= 258.00
STORAGE
OF SEDIMENT
POOL/TOP
PERMANENT
BOTTOM OF
STORAGE
6" SEDIMENT
BOTTOM EL.= 257.50
SEDIMENT STORAGE
BOTTOM EL.= 259.50
SEDIMENT STORAGE
TOP EL = 260.00
SEDIMENT STORAGE

STORAGE
6" SEDIMENT
IS PUMP OUT
MAINTENANCE OR EMERGENCIES
NOTE: DRAIN MECHANISM FOR
VEGETATED
EL.=265
EL.=264
INSTALLATION OF MATERIAL.
LOCATION FOR APPROVAL PRIOR TO
PROVIDE SOURCE OF PLANT MATERIAL AND
ENSURE SURVIVABILITY. CONTRACTOR TO
PLANT MATERIAL FROM LOCAL SOURCE TO
LANDSCAPE CONTRACTOR SHALL PROVIDE
PLANTING NOTES:VEGETATED SHELF NOTES:
4. APPROXIMATE SQUARE FEET = 1,611 SF
PLANTS PER 200 SQUARE FEET OF SHELF AREA.
3. PLANTINGS SHALL BE NO LESS THAN 50
2. SHALL BE NO STEEPER THAN 6:1 SLOPE
1. SHALL BE NO LESS THAN 6-FT WIDE
18"
2"2"18"2"2"3/4" DIA FIXING POINTS
6" DIA
PLATE
ORIFIC
MIN
1/4"2 3/4"
HEX. NUTS, FLAT WASHERS
BOLTS, SELF LOCKING
(4) 1/2"x4" ADHESIVE
15" OUTLET PIPE
STAINLESS STEEL ORFICE PLATE
INV. 262.50
INV. 264.00
EL. = 267.00
TOP EL.= 267.79
10'
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
APPARATUS (TYP)
36" RCP TRAINING
TMH-1
THW-1
CO
HW-3
OUTLET-218"258257.50
259
260
261
261
261.5
262
262
263
263
2
6
4
264
265270266266.25
266.25
267
2
6
7
269
267.79
267.79
267.79
267.79
267.79
267.79
268
268
268.45
268.48
268.80
268.80
268.60
268.80
271
269269.44269.44 269.65
270.00
270.10
270.50
CG509S.HAGGARDC.HILLM.MEYERN
STORM DRAINAGEMAIN POOL
WET POND #2
STORM WATER
FOREBAY
WET POND #2
EMERGENCY OVERFLOW
10'x20' RIP-RAP 18" THICK WET POND #2 DETAILSEL. 264'-265'
SHELF
VEGETATED
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG510.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG510.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG510STORM DRAINAGES.HAGGARDC.HILLM.MEYERMANHOLE DETAILS
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG511.dgn16-SEP-202009:05XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG511.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG511 MANHOLE DETAILSSTORM DRAINAGES.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG601.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG601.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG601STORM DRAINAGE SCHEDULES.HAGGARDC.HILLM.MEYER
WETLANDS
WETLANDS
POLEFLAG
UG W
UG W
UG W UG WUG W
UG W
UG WUG W
UG W
UG W
UG W
UG W
UG W
UG W
UG W
ELEV.=272.71'
E=1861517.41N=468045.61
#16030 RB&C
C
UT
P
A
VE
ME
NT
GUY
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
ELEV.=271.09'
E=1860676.78N=469279.37IN 21" PINE
RR SPIKE SET#12003 TBM
ELEV.=281.60'
E=1860019.97N=467324.99IN 28" PINE
RR SPIKE SET#12001 TBM
ELEV.=269.76'
E=1861438.05
N=469782.23IN 16" PINERR SPIKE SET#12004 TBM
ELEV.=278.32'
E=1860344.19
N=466469.66IN 17" PINE
RR SPIKE SET#12000 TBM
LTINV.=261.78'
ELEV.=276.68'
E=1860385.57N=466473.49#4 RB&C
KEYPAD
BOL
BOL
BOL
BOL ELEV.=265.74'
E=1862507.71N=468336.51#16410 RB&C
ELEV.=265.91'
E=1863001.31
N=468053.04
SET IN 15" PINERR SPIKE #16413 TBM
ELEV.=264.22'
E=1863124.96
N=468128.95#16412 RB&C
GATE
BOL
BOL
FOC MARKER
78188#39676PP
FOC MARKER
78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
GUY
GUY
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
ELEV.=266.48'
E=1862514.43
N=468890.26IN 18" SWEET GUM
RR SPIKE SET#12005 TBM
ELEV.=269.54'
E=1861813.68N=467427.58IN 15" OAK
RR SPIKE SET#12007 TBM
ELEV.=279.91'
E=1860083.37
N=467282.69#12100 RB&C
ELEV.=284.19'
E=1859910.55N=467989.16#12101 RB&C
ELEV.=269.20'
E=1860706.98
N=469275.43#12103 RB&C
ELEV.=266.88'
E=1861429.05
N=469746.07#12104 RB&C
ELEV.=266.28'
E=1861970.70
N=469158.84#12105 RB&C
ELEV.=265.99'
E=1862104.56
N=468454.86#12107 RB&C
ELEV.=265.56'
E=1862239.96
N=468189.40#12108 RB&C
ELEV.=265.39'
E=1862068.62
N=467713.90#12109 RB&C
ELEV.=272.37'
E=1861517.43
N=467254.37#12111 RB&C
ELEV.=274.68'
E=1861325.52
N=467000.20#12112 RB&C
ELEV.=275.87'
E=1861037.13
N=466788.17#12113 RB&C
ELEV.=275.50'
E=1860692.71
N=466605.53#12114 RB&C
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
ELEV.=267.72'
E=1862383.16N=468343.81IN 16" PINERR SPIKE SET#12006 TBM
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
ELEV.=279.18'
E=1859800.79
N=468640.46#12102 RB&C
ELEV.=275.81'
E=1861367.46
N=467922.73IN 18" PINERR SPIKE SET#12009 TBM
ELEV.=264.63'
E=1862802.40
N=468253.45#16411 RB&C
ELEV.=267.29'
E=1862479.45
N=468872.66#12106 RB&C
EV.=267.78'E=1861804.01
N=467465.88#12110 RB&C
ELEV.=266.70'
E=1861807.75
N=468184.48#14792 RB&C
STONE MONUMENT
"CAMP MACKALL"ELEV.=279.73'
E=1859804.07
N=468662.12
CAMP MACKALL MONUMENT
NE CORNER OF
CHISELED SQUARE
#12002 TBM
SHWT-1
SHWT-2
SHWT-3
SHWT-4
SHWT-5
SHWT-6
WOODS
"T-POST"TEL MARKER
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'
E=1860342.3367
N=468982.35#17615 RB&C
S
CONC PAD
SOIL
FOC MARKER
FOC MARKER
FH
WV
ELEV.=313.86'
E=1857955.44
N=468619.36
GPS #17397 RB&C
ELEV.=283.60'
E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'
E=1859138.41
N=468395.74#17399 RB&C
ELEV.=296.84'
E=1858732.76N=468251.76#17401 RB&C
ELEV.=302.54'
E=1858434.12
N=468099.33#17402 RB&C
ELEV.=309.96'
E=1858116.01
N=468053.29#17403 RB&C
FREEDOM TRAINING FACILITY
BOX BTM=303.64'
TOP=313.34'COMM MH
YIELD SIGN
RR SPIKE IN 15" PINE
ELEV.=314.89'E=1857945N=468540#17405 TBM
RR SPIKE IN 18" PINE
ELEV.=294.79'E=1859061N=468339#17400 TBM
FOC MARKER 26026018" CMP
261
26126126118" CMP262
262262262
262262262262OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
263
263263263263263263263
26326326326326315"
R
CP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)
INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCPINV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBWP
TEL BO
264 264264264264
264264264264264264264264264264
264
2
6
4264
264 2642
6
4
264 2642642642
6
4
264
26484" CHLK W
/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84
" CHLK
PN15
PN18
PN16
PN15
PN17
PN04
PN11
PN19
PN16
PN15
PN20
PN11
PN16
SG04
PN17
PN26
PN07
265
265
265265265
265265265 265265265265
265
265265265265
2652652652652
6
5265265265 265
265
265
265265265265265265265265
2652652652652652652
6
5265265
265 265265265
265 265265265
26526526
5
265
2652652652
6
5
265265PN13
PN08
PN18
SG04
PN08
PN08
PN19
84" CHLK W/3SBWPN10
SG04
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
PN09
PN23
PN10
PN18
PN11
PN11
PN09
PN13
PN25
PN16
PN15
PN09
PN11
PN12
PN14
PN06
PN09
PN12
PN12
PN12
PN12
PN22
PN12
PN120
PN05
PN04
PN06
PN14
PN05
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN16
PN18
PN09
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PN14
PN09
PN15
PN13
PN11
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PN19
PN15
PN09
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PN08
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PN05
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PN07
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PN06
PN15
PN11
PN04
PN19
PN10
PN17
PN16
PN05
PN08
PN07
PN16
PN17
PN07
PN08
PN15
PN06
PN11
PN09
OK04
PN13
PN10
SG04
PN13
PN07
PN09
PN15
PN08
PN11
SG05
PN11
PN08
PN12
PN07
PN12
PN08
PN14
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PN20
PN09
PN06
PN23
PN20
PN09
PN12
PN17
PN16
OK11
PN04
PN05
PN10
PN13PN14
PN06
PN06
PN08
PN07
PN18
PN06
OK04
PN17
OK04
PN13
PN10
PN06
PN15
PN17PN16
PN08
PN07
PN11
PN21
PN07
PN19 PN09
PN12
PN07
PN04
PN12
PN20
PN09
PN07
OK04
PN12
PN05
PN07
PN09
PN15
PN11
PN08
PN14
PN07
PN15
PN17
PN07
PN13
PN10
PN09
PN09
PN06
OK04
PN06
PN14
PN07
PN13
PN12
PN04
PN05
PN15
PN12
PN16
PN11
PN15
PN16
PN10
PN18
PN17
OK06
PN08
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN17
PN06
PN15
OK07
84" CHLK W/3SBW
PN10
PN16
PN11
PN04
PN18
PN10
PN05
PN14
PN11
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN15
PN11
PN11
PN13
PN10
PN16
PN07
PN04 PN04
PN13
PN15
PN08
SG07
PN11
PN17
PN11
PN14
PN12
PN12
OK06
PN13
OK06
PN15
PN12
PN06
PN10
PN13
PN08
PN13
PN07
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PN07
OK15
PN04
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OK04
OK04
PN13
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OK04
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OK07
PN10
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OK08
PN16
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OK03
PN16
OK06
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DW04
PN09
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OK06
PN04
PN11
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OK05
PN13
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PN05
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OK04
PN15
PN11
PN14
PN14
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03
PN11
PN10266266
266266266266266266266266
266266 266266266266266266266
266266 266
266
266266266266
266
2
6
6266 266266266266
266
266266266266266
266266266266266
266266
266266266
266 266266266
266266266266266266
266266266266
266266
266266266266266266 26626626626626626 6
266266266266266266266266266266266
2
66266266266
266
266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
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PN07
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OK07
PN15
PN08 PN15
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SG06
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OK08
PN13
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PN13 MTL GATESG09
PN18
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OK07
OK08
PN08
OK06
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PN14PN14
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OK04
PN15
PN07
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PN08
PN09
PN10
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PN13
PN13
PN11
OK05
PN07
PN14
FOC
PN12
PN07
OK07
OK03
PN10
PN10
PN11
SG11
PN16
PN13
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PN05
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PN07
OK05
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OK07
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OK09
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HK17
PN12
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OK05
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PN13
PN17
DW05
PN06
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PN18
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OK04
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DW04
PN18
PN10
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OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09ROWE LANEROWE LANE
ROWE LANEROWE LANEPN06
PN10
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OK06
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OK07
PN11
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CH09
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OK07
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OK03
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OK04
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DW07
PN07
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OK05
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OK08
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OK16
PN14PN07
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OK05
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OK04
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OK04
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OK09
OK18
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SG07
PN13
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DW05
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OK05
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OK09
PN14
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PN07
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PN04
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OK07
PN10
SG17
PN13
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OK05
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SG04
PN04
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DW05
PN13
PN15DW05
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OK07
PN07
OK06
PN10
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OK04
HK13
PN18
PN08PN07
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OK04
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DW03
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OK07
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OK16
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DW04
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OK07
PN15 OK06PN17
OK09
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OK03
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OK05
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OK10
OK22
PN08
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OK03
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OK15
PN08
PN13 TWIN
CH05
PN09
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OK07
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OK06
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PN13 PN08
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OK13
PN07
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OK09
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PN23OK09
PN17
PN13
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PN09
PN16
PN06
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DW04
PN13
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PN26
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DW06
PN12
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PN14 267267267267267267267267267
267267267267267267
267267267267267267267267267267267 267
267
267267267267
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267267267267
267267267
267267267267267267
267 267267267267267267267267
267267267
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2
6
7
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
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PN1I6
OK19
OK15
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OK07
PN15
PN13
PN09
OK12
PN23
PN08
PN15
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PN12
OK04
PN17
T PED TEL
PN17
PN14
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OK09
PN16
PN16
OK08
PN14
OK 12
PN17
PN18
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PN27
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T MH TEL
PN13
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PN19
PN16
DW04
FOC
PN15 268268268
268268
2682682682682682682682
6
8
268
2682682682682 68268268
268268268268268
268268268268
268PN16
PN16
G
RAV
EL ROA
DPN21
PN16
PN08PN17
PN17GENERAL RIDGW AY ROADPN15
PN08
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PN08
PN12
OK06
PN09
UG W
FOC
PN15
PN07269269269
269
269269269269
269269
269269269269269269269269269PN16
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OK11
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UG W
PN07
UG W
UG W
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UG W
UG W
UG W
270270270270270270270270270270270270270270270269270OK06
PN13
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OK05
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271271271 271271271271271271271
271271271271271
PN15
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PN10 PN12
PN12GENERAL RIDGW AY ROAD2722 72272272272272272272272272272
272272272272
272272272272272
272272272272272272PN13
PN14
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OK06
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PN13
OK04
OK06OK07
OK04
PN08
OK03
OK07
OK07 OK04
OK04
OK04
SOIL ROADOK04
DW04
OK05
PN18
OK05
OK06
PN07
OK07
OK08
OK04
OK04
PN05
PN08DW04
PN04
OK05
OK04
DW04
PN12
SOIL ROAD
PN08
PN20
PN16
OK04
OK09
OK09
DW05
OK07
PN12
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OK07
273
273274
273
273273273273273273
273273273273273273272273273OK04
OK04
HK06
DW04
OK04
OK03
OK09
OK05
PN11
OK07
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OK04
OK05
DW04
OK06
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OK04
OK05
OK04
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OK05
PN06OK05
OK11
OK04
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OK05
OK05
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OK03
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DW04
OK03
DW04
OK04
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OK03
OK04
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PN16
OK04
OK09OK04
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OK04
HK08
DW04
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OK12
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OK04
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OK04
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OK04
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PN04
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OK04
OK07
OK06
PN09
PN13
DW04
PN07
OK04
OK06
PN09
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OK07
PN07
PN14
OK04
PN18
DW04
OK04
PN18
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OK09
PN18
OK04
DW05
PN18
OK07
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OK05
OK10
OK07
PN14
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OK05
PN13
OK06
PN13
PN14
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OK05
PN19
PN04
HY08
PN12
PN20
PN18
PN17
PN15
OK05
PN15
PN18
PN14
PN19
DW03
OK05
PN16
OK05
DW05
OK06
OK04
PN14
OK04
PN14
OK05
OK06
PN15
PN13
OK05
PN14
OK05
PN14
PN17
PN14
PN13
OK04
PN15
OK14
PN07
PN14
OK04
OK05
OK04OK06
OK07
PN18
OK04
PN15
OK04
OK06
OK05
OK05
OK05
PN16
PN05
PN14
PN13
PN13
OK09
PN16
PN17
PN14
OK06
OK07
PN14
OK04
OK04
OK04
PN15
PN11
OK05
PN17
OK06
OK04
PN12
PN14
PN13
OK06
OK04
CH09
PN14
OK09
PN12
OK05
OK04
PN13
OK05
PN16
OK05
PN13
OK04
OK04
PN12
PN15
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OK04
OK10
PN18
PN15
PN12
PN13
PN16
2742742742 7 4274
274274274
274274274274OK04
OK17
PN18
OK05
FOC
PN08
T MH TEL
PN14
PN11
OK09
275275275275275275 2752752
7
5 2752752752752
75275275
275275
275275275275275274275275275SOIL PATH
BOL
BOL
276276276
276276276276276276276276276276276276 276276276276 276276276276276275275276276
276FOC
S
S
24" RCP
24" RCP
PGENERAL RID GW AY ROADGENERAL RID GWAY ROAD24" RCP277
277277277277277277277277277277277
277277277277277277
277277S
11TH ABN DIV ROAD
24" RCP
24" RCP278278278
278278278278278278278278278278278278278278
FOC
B OL L ARDS BOLL AR DS
SUPPORT COLUMNS
MODEL GLIDER
SUPPORT COLUMN
MODEL GLIDER
B
O
L
L
A
R
DS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
ELEV.=266.3'BH-C2
G
U
A
R
D
R
AIL
ELEV.=264.8'BH C-12
ELEV=266.9'BH C-8
ELEV.=266.0'BH C-7
ELEV.=265.1'BH C-6
ELEV.=266.7'BH-C10
ELEV.=265.5'BH-C11
ELEV.=264.9'BH-C4
ELEV.=266.7'BH-C3
ELEV.=266.5'BH-C5
ELEV.=265.8'BH-C9
ELEV.=266.3'BH-C1
R
AIL
G
U
A
R
D
GATE
GUARD RAIL
279279279279279279279279279279279279
279279279279GUARD RAILTEL BO CUTPAVEMENT
T PED TEL
CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
11T
H
A
B
N
DIV
R
O
A
D
ROCK S/W
S280280
280280280280
280280280
280280 18" RCPS STATION HOSPITAL ROAD (GRAVEL)18"
R
CP
24"
R
CP281281281281281281
281 28128111T
H
A
B
N
DIV
R
O
A
D
S282282
282282
282 282282282283283283283283
283
283
283 28318" RCP
S
18"
R
CP
18"
R
CP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
284284284284284284284284 S
2852852
85
28528511
T
H
A
B
N
DI
V
R
O
A
D286287288289290291292293
293
293293293294294294294
294294
#106569EJB 295295
295295
296
297
298
299300300300GATE
GATE
GATE
6SBW84" CHLK 301301301301#106568
EJB
302 302302302
302
84" CHLK 6SBW
303303
303304 30430530515" RCP
INV.=305.14'
INV.=304.42'INV.=304.24'
SLUSS TILLER ROAD15" RCP (END NOT FOUND)
SOIL PATH
30630684" CHLK 6SBW
307307307308308308
308308
309309309
3093093096SBW84" CHLK 310310310310
310
P311312313T314315315STATION HOSPITAL ROAD
STATION HOSPITAL ROAD
#104296EJB
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG701.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG701.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CG701
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.
200'100'0 200'400'600'
GRAPHIC SCALE: 1"=200'-0"N OVERALLS.HAGGARDC.HILLM.MEYERSEDIMENT AND EROSION CONTROL PLANGENERAL NOTES
CONSTRUCTION.
CHART ON SHEET CG809 IMMEDIATELY UPON
PERMANENT CHANNELS SHALL BE LINED AS PER THE
ALL TEMPORARY DIVERSION CHANNELS AND 4.
OR STEEPER WITHIN 7 DAYS OF DISTURBANCE.
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES 3.
REQUIREMENTS.
CONTROL PLANS FOR ADDITIONAL GRADING
EXISTING SLOPES AND GRASSED. SEE THE EROSION
DISTURBED AREA SHALL BE GRADED TO MATCH 2.
REFER TO SHEET C-001 FOR GENERAL NOTES.1.

PLANS
FINAL SEDIMENT AND EROSION CONTROLCG730-CG731
SEDIMENT AND EROSION CONTROL PLANS
INTERMEDIATE PHASECG720-CG721
SEDIMENT AND EROSION CONTROL PLANSCG712-CG717
SEDIMENT AND EROSION CONTROL PLANS
INITIAL PHASE CG710-CG711
RCW PARTITION (TYP)
PERMITTING BY OTHERS (ASUS).
EROSION AND SEDIMENT CONTROL
WATERLINE CONSTRUCTION AND
PERMITTING BY OTHERS (ASUS).
EROSION AND SEDIMENT CONTROL
WATERLINE CONSTRUCTION AND
RCW PARTITION (TYP)
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
CG730
CG720
CG710
CG731
CG721
CG711
CG715
CG714
CG713
CG712
CG715B CG715A
UG W
UG W
GUY
78125#40466 PP
ELEV.=268.57'
E=1861689.90
N=468570.80IN 15" OAKRR SPIKE SET
#12008 TBM
SHWT-1
SHWT-3
SHWT-4
SHWT-5
SHWT-6
264.37
264.38
264.52
264.54
264.59
264.61
264.63
264.67
264.70
264.72
264.72
264.73
264.75
264.77
264.77
264.78
264.78
264.84
264.88
264.89
264.92
264.96
265.63
265.47
265.52
265.00
2652652652
6
5265265265265265265 265265.01
265.02
265.02
265.04
84" CHLK W/3SBW265.04265.09
265.10
265.11
265.11
265.12
265.12
265.16
265.20
265.21
265.21
265.21
265.22
265.23
265.23
265.25
265.25265.27
265.28
265.30
265.30
265.30
265.31
265.35
265.35
265.36
265.36
265.36
265.39
265.42
265.42
265.47
265.48
265.48
265.51
265.52
265.52
265.52
265.52
265.52
265.54
265.55
265.56
265.57
265.57
265.58
265.59
265.59 265.59265.61
265.62
265.62
265.63
265.63
265.63
265.64
265.64
265.65
265.66
265.67
265.67
265.67
265.68
265.68
265.69
265.69
265.69
265.69
265.70
265.70
265.70
265.71
265.72
265.73
265.73
265.74
265.75
265.75
265.75
265.76
265.76
265.76
265.77
265.77
265.78
265.79
265.80
265.81
265.81
265.81
265.82
265.82
265.85
265.85
265.85
265.85
265.85
265.85
265.85
265.86
265.87
265.87
265.87
265.87
265.87
265.88
265.88
265.88
265.88
265.89
265.90
265.90
265.90265.90
265.91
265.91
265.92
265.92
265.92
265.92
265.93
265.93
265.93
265.95
265.95
265.95
265.96
265.98
265.98
265.99
265.99
265.99
265.99
265.99
265.99
265.99
265.99
266.00
266.01
266.01
266.01
266.01
266.01
266.02
266.02
266.02
266.03
266.03
266.03
266.03
266.04
MTL GATE266.04
266.04
266.04
266.05
266.05
266.05
266.05
266.05
266.06
266.06
266.07
266.08
266.08
266.09
266.09
266.14
266.14
266.14
266.16
266.16
266.16
266.16
266.17
266.17
266.17
266.17
266.18
266.18
266.18
266.19
266.19
266.20
266.20
266.20
266.21
266.21
266.21
266.21
266.21
266.21
266.21
266.22
266.22
266.22
266.23
266.23
266.24
266.24
266.24
266.24
266.25
266.25
266.25
266.25
266.26
266.26
266.26266.27
266.28
266.28
266.28
266.28
266.29
266.29
266.29
266.29
266.30
266.30
266.30
266.31
266.31
266.31
266.31
266.32
266.32
266.32
266.32
266.33
266.33
266.33
266.33
266.34
266.34
266.34
266.35
266.35
266.35
266.35
266.35
266.35
266.35
266.36
266.36
266.36
266.37
266.37
266.37
266.37
266.37
266.39
266.39
266.39
266.39
266.39
266.39
266.40
266.40
266.40
266.40
266.42
266.43
266.43
266.43
266.45
266.45
266.45
266.45
266.46
266.46
266.47
266.47
266.47
266.47
266.48
266.48
266.49
266.49
266.50 266.50
266.50
266.50
266.51
266.52
266.53
266.56
266.56
266.56
266.56
266.57
266.57
266.57
266.58
266.58
266.59
266.59
266.59
266.60
266.60
266.61
266.62
266.62
266.62
266.62
266.63
266.63
266.64
266.64
266.64
266.64
266.64
266.65
266.65
266.66266.66
266.66
266.67
266.68
266.69
266.69
266.70
266.71
266.71
266.72
266.72
266.73
266.73
266.74
266.75
266.76
266.77
266.77
266.79
266.79
266.80
266.80
266.81
266.83
266.83
266.83
266.84
266.84
266.86
266.87
266.88
266.88
266.88
266.89
266.90
266.91
266.92
266.93
266.94
266.95
266.96
266.96
266.96
266.96
266.96
266.96
266.98
267.02
267.02
267.05
267.06
267.06
267.07
267.10267.22
267.24
267.26
267.26
267.29
267.37
267.47
267.56
267.64
267.72
267.72
267.75
267.77
267.78
267.84
267.92
267.98
268.13
268.17
268.40
268.41
268.45
268.73
268.74
268.81
268.83
269.18
269.25
269.32
269.48
269.75
269.77
269.82
270270270270270270.03
270.17
270.19
270.33
270.49
270.50
270.51
270.66
270.93270
271.28
271.36
271.50
271.57
271.97
272.04
272.04
272.08
272.10
272.18
272.27
272.36
272.39
272.43
272.44
272.45
272.48
272.60
272.60
272.63
272.72
SOIL ROAD272.78
272.81
272.85
272.86
272.86
272.89
272.89
SOIL ROAD
272.93
272.98
272.98
272.99
273.03
273.04 273.04
273.05
273.07
273.07
273.12
273.13
273.13
273.16
273.18
273.19
273.19
273.20
273.21
273.24
273.24
273.25
273.25
273.25
273.26
273.28
273.28
273.30
273.30
273.32
273.33
273.33
273.34
273.34
273.37
273.37
273.38
273.39
273.39
273.40
273.43
273.44
273.44
273.44
273.44
273.45
273.45
273.46
273.46
273.47
273.47
273.50
273.50
273.52
273.54
273.55
273.55
273.57
273.58
273.59
273.60
273.61
273.62
273.63
273.63
273.65
273.65
273.68
273.68
273.69
273.77
273.77
273.78
273.79
273.85
273.98274
274.05
274.09
274.20
274.27
275275275275
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
26
2262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
26
5265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265 265
265
265
265265
265 265265265
265 265265265265
265
265265265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 266
26
6266
266266
266266 266266
266266266266266
266266 266
266 266266266266
266
266266 266
26
6266266
266
266266
266
26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266266266266
266266 266266
26
6266
266
266266266266
266
266 266266
266
266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
269 269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
272272272272272 27227
2PN14
P
273
273
274
27327
3273273273273273
273273273273
273
273272273273PN18PN14
PN15
PN15
PN14
PN16PN15
PN13
274
274
274274274274274274
274274274274
275
275275
275
275
275 275275275
275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
27827
8278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279
279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
28428428428
4284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300 GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302 302
302
84" CHLK 6SBW
303
303
303
304
30
4305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG710.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG710.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
DC
DC
TD
270
2
6
7
DC
TD
TDCS CS
CS
CS
ONSITE = 1.87 AC
TO LOW POINT
DRAINAGE AREA
H
H
TDTDTD267265266 267
266DCTD
267 266
266267267268TO TD-1 = 1.24 AC
DRAINAGE AREA
TO TD-3 = 1.37 AC
DRAINAGE AREA
POINT
BERM LOW
PHASE 2PHASE 1
STAGING AREA
CONTRACTOR
SOCK = 1.95 AC
NORTH COMPOST
DRAINAGE AREA TO
SOCK = 2.87 AC
SOUTH COMPOST
DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT
265 LOW
TO TD-2 = 0.10 AC
DRAINAGE AREA
N
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG710
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERINITIAL PHASEAREA WITH BERM
CONCRETE WASHOUT
4' DEEP, 12' RADIUS
GENERAL NOTES
CONSTRUCTION.
CHART ON SHEET CG809 IMMEDIATELY UPON
PERMANENT CHANNELS SHALL BE LINED AS PER THE
ALL TEMPORARY DIVERSION CHANNELS AND 4.
DISTURBANCE.
OR STEEPER MUST BE PROVIDED WITHIN 7 DAYS OF
PROVIDE GROUNDCOVER FOR AREAS WITH 3:1 SLOPES 3.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING 2.
REFER TO SHEET C-001 FOR GENERAL NOTES.1.
LOWEST BERM ELEV = 265.47
25 YEAR ELEVATION = 265.37
EX LOW POINT ELEV=265.00
AREA 1 FOR 25 YEAR FOR DEPTH CALCULATION)
APPENDIX E, PRE DEVELOPED CALCULATIONS, DRAINAGE
(REFER TO EROSION CONTRL PERMIT REPORT,
DEPTH = 4.49"
25 YEAR RUNOFF AT LOW POINT ONSITE
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:MATCH LINE - REFER TO SHEET CG711MATCH LINE - REFER TO SHEET CG712
TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
WETLANDS
WETLANDS
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOL
BOL
BOL
BOL
ELEV.=265.91'
E=1863001.31
N=468053.04
SET IN 15" PINE
RR SPIKE #16413 TBM
GATE
BOL
BOL
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
ELEV.=267.72'
E=1862383.16
N=468343.81IN 16" PINE
RR SPIKE SET#12006 TBM
PHONE STATION
259.04
259.09
259.11
259.14
259.17
259.19
259.22
259.22
259.31
259.36
259.50
259.63
259.66
259.84260
261.15
CMP
261.45
261.48
261.48
261.53
261.56
261.60
18" CMPCMP
261.84
261.86
262.02
262.15
262.16
262.19
262.22
262.26
262.29
262.31
262.46
262.47
262.53
262.67
262.67
262.69
262.83
262.90
262.92
262.96
262.99
263.00
263.02
263.03
263.04
263.06
263.10
263.15
263.17
263.17
263.20
263.23
263.32
263.40
263.40263.42
263.49
263.50
263.51
263.56
263.58
263.58
263.62
263.66
263.69
263.69
263.75
263.76
263.77
263.78
263.80
263.80
263.81
263.81
263.82
263.82
263.82
263.86
263.88
263.90
263.90
263.91
263.92
263.93
263.93
263.94 263.94
263.95
P
263.96
263.98
TEL BO
263.99
263.99
263.99
264.00
264.00
264.00
264.01
264.02
264.02
264.04
264.04
264.04
264.05
264.05
264.06
264.06
264.07
264.08
264.09
264.09
264.10
264.10
264.10
264.10
264.11
264.12
264.12
264.14
264.15
264.15
264.15
264.16
264.16
264.16
264.16
264.16
264.16
264.18
8
4
" CH
LK
W
/3
SBW
8
4
"
CH
LK
W
/3
SBW
264.21
264.22
264.22
264.22
264.23
264.24
264.25
264.26
264.26
264.28
264.29
264.29
264.30
264.34
264.34
264.35
264.35
264.35
264.36
264.37
264.38
264.38
264.39
264.39
264.41
264.41
264.41
264.41
264.41
264.42
264.42
264.42
264.42
264.42
264.43
264.44
264.44
264.45 264.47
264.47
264.47
264.47
264.48
264.48
264.49
264.49
264.51
264.51
264.52
264.52
264.53
264.53
HW
264.54
264.55
264.55
HW
264.56
264.58
264.58
264.58
264.59
264.61
264.62
264.68
264.68
264.68
264.69
HW
264.73
264.74
264.75
264.77
264.78
264.79
264.81
264.82
264.82
264.82
264.82
W
/3SB
W84"
C
H
L
K
264.88
264.89
264.89
264.89
264.90 264.90
264.90
264.90
264.91
264.91
264.92
264.92
264.93
264.93
264.96
264.97
264.98
HW
264.99
265.00
265.00
265
265
265265265 265265
265 265265265
265
265265 265265265
265265
265 265265265265265.01 265.02
HW
84" CHLK W/3SBW265.04
265.05
265.05
265.06
265.06
265.08
265.11
265.12
265.12
265.12
265.13
265.14
HW
265.15
265.16
265.16
265.16
265.17
265.19
265.21
265.25
265.28 265.29
265.30
265.30
265.34
265.35
265.35
265.37
265.37
265.38
265.38
265.40
265.41
265.42
265.43
265.44
265.44
265.45
HW
265.47
265.49
265.53
HW
265.62
265.64
265.64
265.65
265.68
265.69 265.70
265.70
265.73
265.74
265.75
265.77
84" CHLK W/3SBW
265.79
265.80
265.81
265.81
265.81
265.82
265.83
265.84
265.88
265.90
265.98
266.00
266.00
MTL GATE266.23
266.24
84" CHLK W/3SBW
WETLANDS
WETLANDS
GATE
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 26
626
626
6266266
266266 266266
266266266266266
266266 266
266 266266266266
266
266266 266
266
266266
266
266266
266
26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
266
266
266266266266
266266 266266
266266
266
266266266266
266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267
267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
26
9269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12272272
272272
272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
273
274
2732
73273273273273273
273273273273
273
273272273273PN18
PN14
PN15
PN15
PN14
PN16PN15
PN13
27
4274 274274274274274274
274274274274
275
275275
275 275275 275
275275 275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276
276276275275276276
276P277 277277277277277277277277
277277277
277277277277277277
277
277278
278
278278278278278278278278278278278278278278
278
278
278278278
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
P280280280280
280280
280
280280
280280 281281281281281281
281
281281 282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
285285286287288
289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG711.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG711.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
S
F
H
H
H
N
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG711
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERINITIAL PHASETYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:MATCH LINE - REFER TO SHEET CG712MATCH LINE - REFER TO SHEET CG710
GUY
78279#40524PP
78420#40312PP
78270#40514 PP
78193#40487 PP
GUY
78359#40371PP
78315#40442PP
ELEV.=266.48'
E=1862514.43
N=468890.26IN 18" SWEET GUM
RR SPIKE SET
#12005 TBM
18" CMP
HW
INV.=264.55'
END NOT FOUND
PIPE DIRECTION
264.10
264.42
264.45
CMP
264.68
264.68
264.71
264.71
264.72
264.75
264.76
264.76
264.79
264.81
264.82
264.82
264.84
264.84
264.86
264.86
264.87
264.88
264.89
264.89
264.91
264.91
264.91
264.93
264.93
264.95
264.96
264.96
264.96
264.96
264.98
264.98
264.98
265 265265265265265265265265265
265
265265265
265265265.01
265.02
265.03
265.06
265.08
265.09
265.10
265.14
265.14
265.14
265.17
265.17
265.18
265.19
265.19
265.19
265.20
265.20
265.22265.22
265.23
265.23
265.24
265.25
265.26
265.26
265.27
265.27
265.28
265.29
265.30265.30
265.30
265.31
265.33
265.33
265.35
265.38
265.39
265.40
265.41
265.42
265.42
265.42
265.43
265.44
265.44
265.44
265.46
265.46
265.46
265.47
265.48
265.48
265.49
265.49
265.50
265.50
265.50
265.51
265.51
265.52
265.52
265.55
265.56
265.56
265.57
265.57
265.57
265.58
265.60
265.62
265.63
265.66
265.66
265.67
265.67
265.67
265.67
265.67
265.68
265.69
265.75
265.78
265.78
265.82
265.83
265.84
265.85
265.85
265.86
265.88
265.88
265.89
265.90
265.91
265.92
265.92
265.96
265.96
265.96
265.97
265.97
265.98
266.00
266.00
266.02
266.02
266.04
266.06
266.06
266.06
266.07
266.08
266.09
266.10
266.13
266.13
266.13
266.17
266.18
266.21
266.22
266.22
266.23
266.23
ROWE LANEROWE LANE
ROWE LANE266.24
266.27
266.27
266.27
266.28
266.32
266.33
266.34
266.35
266.37
266.40
266.40
266.40
266.41
266.43
266.44
266.45
266.46
266.47
266.52266.52
266.53
266.54
266.55
266.57
266.58
266.60
266.62
266.62
266.62
266.65
266.66
266.68
266.69
266.70
266.70
266.71
266.72
266.78
266.78
266.78
266.79
266.81
266.84
266.86
266.87
266.88
266.89
266.90
266.94
266.96
267.00
267.02
267.06
267.10
267.16
267.17
DIR. ONLY
13500
267.30
267.33
267.37
267.44
267.44
267.45
267.45
267.50
267.53
267.78
HW
HWHWHWS
S
POST
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 26
626
626
6266266
266266 266266
266266266266266
266266 266
266 266266266266
266
266266 266
266
266266
266
266266
266
26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
266
266
266266266266
266266 266266
266266
266
266266266266
266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267
267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
26
9269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
273
274
2732
73273273273273273
273273273273
273
273272273273PN18
PN14
PN15
PN15
PN14
PN16PN15
PN13
27
4274 274274274274274274
274274274274
275
275275
275 275275 275
275275 275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276
276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG712.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG712.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
HH
265.50
HP 267.00
N
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG712
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
PROTECTION
ROCK PIPE INLET
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
DUCTBANK
TELECOMMUNICATION
DUCTBANK
TELECOMMUNICATION
MATCH LINE - REFER TO SHEET CG710MATCH LINE - REFER TO SHEET CG713MATCH LINE - REFER TO SHEET CG711
ELEV.=269.76'
E=1861438.05
N=469782.23IN 16" PINE
RR SPIKE SET#12004 TBM
78480#40253PP
78541#40197PP
78440#40047 PP
78495#40122 PP
FOC MARKER
FOC MARKER
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
WOODS
"T-POST"
TEL MARKER
WOODS
GRAVEL
RCP
15"
R
CP
INV.=262.70'
INV.=263.17'
RCP
RCP
RCP
CONC HW
CONC HW 15" RCPINV.=263.48'
INV.=263.30'
264.34
264.39
264.58
264.58
264.60
264.63
264.64
264.64
264.66
264.75
264.78
264.86
264.86
264.87
264.89
264.93
264.96
264.98265265
2652652652652652
6
5
265265265.06
265.11
265.17
265.19
265.24
265.27
265.34
265.37
265.37
265.38
265.38
265.45
265.48
265.49
265.49
265.51
265.51
265.55
265.55
265.59
265.64
265.75
265.80
265.82
265.83
265.85
265.87
265.92
265.96
265.97
266.03
266.04
266.05
266.08
266.08
266.09
266.09
266.10
266.11
FOC
266.11
266.12
266.14
266.15
266.15
266.18
266.18
266.19
266.20
266.22
266.22
266.22
266.23ROWE LANE266.24
HW
266.28
266.29
266.29
266.31
266.34
266.35
266.36
HW
266.40
266.41
266.41
266.44
266.52
266.52
266.52
266.52
266.53
266.54
266.57
HWHW
266.59
266.59
266.61
266.62
266.62
266.63
266.66
266.68
266.69
266.70
266.72
HW
266.76
266.78266.80
266.80
266.81
HW
266.88
266.88
266.88
266.91
266.96
266.97
267.00
267.00
267.01
267.01
HW
267.06
HW
267.08
267.09
267.10
267.12
267.16
267.17
267.18
267.19
267.24
267.24
267.26
267.26
T 267.26
C302101-150 PED TEL
267.34
267.37
267.38
267.39
267.41
267.42
267.44
267.45
267.48
267.52
267.53
267.56
267.60
267.64
267.64
T MH TEL
267.65
267.66
267.69
267.72
267.75
267.76
267.80
267.81
TC
FOC
267.87
267.88
267.92
267.97
268.02
GRAVEL ROAD268.17
GENERAL RIDGWAY ROAD268.26
268.27
GENERAL RI DGWAY ROADS
S
S
S
S
S
S
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 26
626
626
6266266
266266 266266
266266266266266
266266 266
266 266266266266
266
266266 266
266
266266
266
266266
266
26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
266
266
266266266266
266266 266266
266266
266
266266266266
266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267
267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
26
9269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
273
274
2732
73273273273273273
273273273273
273
273272273273PN18
PN14
PN15
PN15
PN14
PN16PN15
PN13
27
4274 274274274274274274
274274274274
275
275275
275 275275 275
275275 275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276
276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG713.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG713.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"MHHN
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG713
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
DUCTBANK
TELECOMMUNICATION

DUCTBANK
TELECOMMUNICATION
SHOWN NOT TO SCALE)
MANHOLE (GRAPHICALLY
TELECOMMUNICATION
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.
MATCH LINE - REFER TO SHEET CG714 MATCH LINE - REFER TO SHEET CG712
C
UT
P
A
VE
ME
NT
ELEV.=271.09'
E=1860676.78
N=469279.37IN 21" PINE
RR SPIKE SET#12003 TBM
78287#39820 PP
FOC MARKER
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
WOODS
WOODS
ELEV.=272.10'
E=1860342.3367
N=468982.35#17615 RB&C 265265.81
265.85
266.05
266.07
266.11
266.19
266.29
266.52
266.54
266.66
266.75
266.80
266.86
266.93
267.22
267.26
267.29
267.38
267.40
267.43
267.51
267.69
267.84
267.92
267.92
267.93
268.21
268.23
268.28
268.38
268.38
268.56
268.63
268.67
268.73268.78268.78
UG W
TC
FOC
268.85
268.87
269.07
269.25
UG W269.43
269.45
269.63
269.68
UG W
UG W
UG W
269.89
UG W
269.98
UG W
270270270270270.03
270.09
270.14
270.22
270.24
270.29
270.39
270.46
270.55
270.57
270.62
270.69
270.72
270.88
270.89
270.93
270.96
270.99
271.00
271.03
271.14
271.16
271.18
271.20
271.28
271.30
271.31
271.31
271.32
271.34
271.34
271.37
271.37
271.40
271.41
271.43
271.46
271.46
271.46
271.46
271.47
271.49
271.50
271.51
271.52
271.53
271.56
271.58
271.60
271.61
271.62271.64
271.65
271.67
271.70
271.73
271.75
271.76
271.77
271.77
271.80
271.82
271.82
271.84
271.85
271.86
271.88
271.88
271.92
271.92
271.93
271.93
271.93
271.93
271.94
271.95
271.98
271.98
271.99 GENERAL RIDGWAY ROAD272.00
272.01
272.05
272.05
272.05
272.07
272.08
272.09
272.12
272.12
272.19
272.21
272.23
272.29
272.32
272.33
272.34
272.36
272.39
272.46
272.56
272.58
272.60
272.61
272.67
272.67
272.76
272.79
272.86
272.92
272.92
272.98
273.02
273.32
273.59
S
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
26
2262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW84" CHLK W/3SBW
P
264 264264264264
264264264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265 265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265
265
265
265265PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 266
266266
266266
266266 266266
266266266266266
266266 266
266 266266266266
266
266266 266
26
6266266
266
266266
266
26
6266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266 266266266
266266 266266
26
6266
266
266266266266
266
266 266266
266
266
266266266266266266266266266266266266266
266
266266
266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267267
267
267267267267267267267267267267267 267267
267267267267
267
267
267267267
267267267
267267267267267267
267 267267
267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268268268268268268
268
268268268268268 268268
268267268268268268
268268268268
268PN16
PN17GENERAL RIDG WAY ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269269269269
269269
269 269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271 271271
270271271
PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
272272272272272 27227
2PN14
P
273
273
274
27327
3273273273273273
273273273273
273
273272273273PN18PN14
PN15
PN15
PN14
PN16PN15
PN13
274
274
274274274274274274
274274274274275
275275
275
275
275 275275275
275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276
276
276276
276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
27827
8278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279
279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
28428428428
4284284 285285285
285285
11TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300 GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
306306
84" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG714.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG714.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"HHN
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG714
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.
DUCTBANK
TELECOMMUNICATION

SHOWN NOT TO SCALE)
HANDHOLE (GRAPHICALLY
TELECOMMUNICATION

MATCH LINE - REFER TO SHEET CG715
MATCH LINE - REFER TO SHEET CG713
POLEFLAG
FOC MARKER
78188#39676PP
FOC MARKER
78235#39745PP
FOC MARKER
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
WD S
(NO ACCESS,LID BOLTED)
TOP=274.31'TMH
STATIONPHONE
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT
"CAMP MACKALL"ELEV.=279.73'
E=1859804.07
N=468662.12
CAMP MACKALL MONUMENT
NE CORNER OF
CHISELED SQUARE
#12002 TBM
WOODS
S
CONC PAD
ELEV.=283.60'
E=1859437.53
N=468482.11
#17398 RB&C
FOC MARKER
270.98
271.14
271.30
271.37
271.46
271.58
271.83
271.91
272.08
272.31
272.83
272.93
272.99
273.06
273.23
273.30
273.34
273.56
273.63
273.78
273.79
273.80
273.87
273.88
273.97
274.04
274.04
274.07
274.12
274.14
274.23
FOC
274.24
274.29
274.29
274.30
T MH TEL
274.31
274.43
274.54
274.61
274.66
274.77
274.78
274.85
274.86
274.88
274.90
274.91
274.91
274.91
274.97
275275275275275275275
275275.04
275.04
275.07
275.38
275.59
275.70
275.79
TC
FOC
276.00
276.03
276.07
276.11
276.21
276.24
276.36
276.40
276.53
276.60
276.60
276.69 GENERAL RI DGWAY ROAD276.77
276.81
276.83
277.04
277.13
277.16
277.49
277.54
277.70
277.83
277.95
277.96
FOC
278.05TC
278.16BOLLARDS BOL L ARDS
278.22
278.23
278.27
278.33
SUPPORT COLUMNS
MODEL GLIDER
SUPPORT COLUMN
MODEL GLIDER
278.41
278.44
B
OL
L
AR
DS
GLIDERMODEL
278.52
278.57
278.60
278.63
278.72
278.73
278.77
278.82
G
U
A
R
D
R
AIL
278.85
278.90
R
AIL
G
U
A
R
D
278.93
278.93
GUARD RAIL
279.04
279.04
279.10
279.11GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
12718
ESW
279.43
12719
279.45
ESW
SS
S
S
S
S
S
279.74
BL*700 G MON.
12725
12726
EL*700 G MON.
11
T
H
A
B
N
DI
V
R
O
A
D
ROCK S/W
279.8712720
CL*212R ESW
BL*212R ESW
279.9712717
280280280280.11
281.34
281.47
281.77
282.27
282.27
282.33
282.47
282.52
282.58
282.64
282.78
282.96
RCP
1
8
" RCP MH STM
S
283.14
283.14
283.37
283.50
283.51
283.59
283.70
18"
R
C
P
283.86
284.03
284.05
284.10
284.18
284.22
284.23
284.24
284.36
284.37
284.45
284.46
284.57
284.60
284.81
284.85
2852
8
5
28528511
T
H
A
B
N
DI
V
R
O
A
D
286.65
286.93
287.14
291.11
291.48
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
265265265 265265
265
265
265
265265
265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 26
626
626
6266266
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266 266266266266
266
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266
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26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
266
266
266266266266
266266 266266
266266
266
266266266266
266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267
267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
26
9269269269269269268269269
269PN16
270270270270270270
270
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270270270270 270270270269270OK06
PN15
PN17
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OK05
PN11
271271271 271271271271271271
271
271271271
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PN12GENERAL RIDGWAY ROAD
272272
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272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
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2732
73273273273273273
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273272273273PN18
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27
4274 274274274274274274
274274274274
275
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275 275275 275
275275 275
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275
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275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276
276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG715.dgn16-SEP-202009:06XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG715.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"HN
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG715
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.
DUCTBANK
TELECOMMUNICATION

SHOWN NOT TO SCALE)
HANDHOLE (GRAPHICALLY
TELECOMMUNICATION

DUCTBANK
TELECOMMUNICATION
MATCH LINE - REFER TO SHEET CG716MATCH LINE - REFER TO SHEET CG714
CONSTRUCTION
REINSTALL AFTER
INSTALLATION,
DUCTBANK
TELECOMMUNICATION
GUARDRAIL FOR
SALVAGE
REMOVE AND
SOIL
FOC MARKER
FOC MARKER
ELEV.=293.84'
E=1859138.41
N=468395.74
#17399 RB&C
ELEV.=296.84'
E=1858732.76
N=468251.76
#17401 RB&C
ELEV.=302.54'
E=1858434.12
N=468099.33
#17402 RB&C
FREEDOM TRAINING FACILITY
YIELD SIGN
RR SPIKE IN 18" PINE
ELEV.=294.79'
E=1859061N=468339#17400 TBM 290291.48
291.66
291.88
292.57
292.70
292.95
293.05
293.05
293.08
293.14
293.25
293.28
293.38
293.39
293.46
293.48
293.65
293.68
293.71
293.75
293.92
293.96
293.97
294.13
294.18
294.24
294.25
294.25
294.27
294.45
294.58
294.58
294.62
294.65
294.69
294.74
294.77
294.78
295295
295295
295.00
295.51
296.10
296.25
296.32
297.20
297.49
297.87
298.46
298.50
298.62
299.09
299.21
299.65
299.66
299.98
300300300300.07
GATE 6SBW84" CHLK
300.90
300.91
301.49
301.55
301.56
301.66
301.67
301.69
301.86
301.88 302.07
302.10 84" CHLK 6SBW
302.19
302.44
302.53
302.64
302.75
302.81
303.32
303.35
303.97
304.38
304.50
304.51
304.84
305305305.34
SLUSS TILLER ROAD
305.74 305.87
306.16
84" CHLK 6SBW
306.41
306.60
306.86
307.06
307.41
307.69
307.78
307.85
308.48
308.66
308.90
309.15
310WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265
265
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265
265
265
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265265
265265265
265265
265
265265 265
265
265
265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
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OK03266266266266266 26
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26
6266
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266 266266266 266266266266266266
266266266266
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266
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266266
266
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266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
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OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
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PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
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OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
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OK05
PN05
DW07
PN07
PN16
OK05
PN04
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PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
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267
267
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267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
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OK06
269269269269
269
269269269
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26
9269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
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OK05
PN11
271271271 271271271271271271
271
271271271
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PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
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2732
73273273273273273
273273273273
273
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27
4274 274274274274274274
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275276276276
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276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG715A.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG715A.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
H HHN
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG715A
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
MATCH LINE - REFER TO SHEET CG715MATCH LINE - REFER TO SHEET CG715BTHE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
DUCTBANK
TELECOMMUNICATION

SHOWN NOT TO SCALE)
HANDHOLE (GRAPHICALLY
TELECOMMUNICATION

FH
WV
ELEV.=313.86'
E=1857955.44
N=468619.36
GPS #17397 RB&C
BOX BTM=303.64'
TOP=313.34'COMM MH
RR SPIKE IN 15" PINE
ELEV.=314.89'
E=1857945N=468540#17405 TBM
15" RCP
INV.=305.14'
INV.=304.42'INV.=304.24'15" RCP (END NOT FOUND)SOIL PATH
306.10
306.29
306.48
306.58
306.61
306.90
307.20
307.30
307.41
307.44
307.50
307.61
307.62
307.68
307.69
307.77
307.88
308.17
308.23
308.23
308.39
308.43
308.44
308.46
308.50
308.51
308.58
308.66
308.72
308.73
308.98
309.16
309.21
309.42
309.57
309.73
309.95
310310.25
310.45
310.74
310.83
311.18
311.48
311.76
312.19
312.33
312.45
312.62
312.77
312.88
312.93
313.11
313.13
313.24
T
313.43
313.46
313.82
313.91
314.08
314.12
314.27
314.39
314.54
314.89315
315315.57
STATION HOSPITAL ROAD
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
FH WV 260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
P
264 264264264264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
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PN11
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PN11
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PN07
265
265
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265
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265
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265
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265
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265 265265265265265265265
265265265265265
265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265265265
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
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PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
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OK04
PN10
PN06
PN15
PN07
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PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
OK04
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN10
PN05
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03266266266266266 26
626
626
6266266
266266 266266
266266266266266
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266 266266266266
266
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266
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266
266266
266
26
6266
266266266266266
266266
266 266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
266
266
266266266266
266266 266266
266266
266
266266266266
266
266 266266
266 266
266266266266266266266266266266266266266
266
266266266
266
266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATE
PN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN08
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN14
PN15
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN09
PN12
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN13
PN15
PN15
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN11
PN06
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN11
PN15
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN11
PN18
PN16
PN11
PN12
PN12
OK04
PN14
PN12
OK18
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16 PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN13
PN16
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN06
PN13
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15
OK06OK09
PN17
PN13
PN15
PN12OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09 PN15
PN12
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
PN12
DW06
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267
267
267267
267
267
267267
267267
267
267
267267267267267267267267267267267 267267
267267267267
267
267267267267
267267267
267267267267267267
267 267267
267267267267267
267
267267267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
26
8268
268268268 268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17GENERAL RIDGWA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269
269269269
269269
26
9269269269269269268269269
269PN16
270270270270270270
270
270
270270270270 270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY ROAD
272272
272272
272272272272272272
272
272272272272
272272272272272
27227227227227
2272272PN14
P
273
273
274
2732
73273273273273273
273273273273
273
273272273273PN18
PN14
PN15
PN15
PN14
PN16PN15
PN13
27
4274 274274274274274274
274274274274
275
275275
275 275275 275
275275 275
275275
275275275275
275
275
275275275 275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276
276276275275276276
276PGENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277
277277277
277277277277277277
277
27711TH ABN DIV ROAD278
278
278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
P
11TH ABN DIV ROAD
280280280280
280280
280
280280
280280 281281281281281281
281
281281 11TH ABN DIV ROAD282282282282
282 282
282282 283283283283283
283
283
283 283284284
284284284284
284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
296297
298
299300
300300
GATE
GATE
GATE
6SBW84" CHLK 301301301
301302 302302
302
302
84" CHLK 6SBW
303
303
303
304
304
305
305
30630684" CHLK 6SBW
307307307
308308308
308308
309309309
3093093096SBW
84" CHLK 310310310310
310
P311312313314315315 PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG715B.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG715B.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
H
N
270
267
ONSITE = 1.87 ACTO LOW POINT DRAINAGE AREA
H
HH
HHH MHHHHHH
H
267
265266 267
266267 266
266
267267268
CG715
CG714 CG711
CG710
CG712
CG713
CG715ACG715B
TO TD-1 = 1.24 ACDRAINAGE AREA
TO TD-3 = 1.37 ACDRAINAGE AREA
STAGING AREACONTRACTOR
SOCK = 1.95 ACNORTH COMPOST DRAINAGE AREA TO
SOCK = 2.87 ACSOUTH COMPOST DRAINAGE AREA TO
TD-1
TD-2
TD-3
CS-1
CS-2
EX DITCH
POINT265 LOW
TO TD-2 = 0.10 ACDRAINAGE AREA
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG715B
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERDETAIL 3, SHEET CG810.
HIGH SIDE OF TRENCH. REFER TO
OF UTILITY TRENCH. STOCKPILE ON
PROVIDE SILT FENCE ON LOW SIDE
NOTE:
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
DUCTBANK
TELECOMMUNICATION
SHOWN NOT TO SCALE)
HANDHOLE (GRAPHICALLY
TELECOMMUNICATION
EXISTING MATCH LINE - REFER TO SHEET CG715A
262262.6
263
263263.6
264
264265
265
270266
266
266
266
266
266266266
266
266
266
2
6
6
266266266266266266267
267
267267
267
267
267
267
267
2
6
7
267
267
267
267
267
267
267
2
6
7
267269 267267267267267267268
268
268
268268
268
268268 268268
268268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269270 270270
2
7
0 270INV = 265.90 260
260
262 262.6 263
263263.6 264
264265
265
270 266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270 INV = 265.90
CO
CO
YH
GUY
78125#40466 PP
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15" 18"15"15"15"18"15"
15"15"15"15"6"15"6"15"
15"15"18"18"6"
EW-1
UDUDUDUDUDUDUD
UD
FH
CO
FH
6"FDCO CO CO
CO
CO
CO CO CO
CO
15"
264 2642652652652
6
5265265265265265265265 26584" CHLK W/3SBW266266266266266266266266266266
266266 266266266266266266266
266
2662
6
6
2
6
6 266266
266266
266
266266
266 266266
266266266266 266266266266266266266266MTL GATE267267267267267
2672672672
6
7
267267267267267
267267 267267266 268268
268268268268267269269269269268270270270270270269271271271270272272272272SOIL ROADSOIL ROAD
2
7
3
274
273
273273273273 2732722 7 4
274274275275274276275275
CO
WETLANDS
WETLANDS
CO
YH
GATE
PAVEMENT CUT
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYHYH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"15"15"15"18"15"
15"
15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUD UD
UD UDUDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO COCO
CO
15"260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
264 264264264
264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265265
265265265 265265
265265
265
265265
265265
265265265
265265
265265265 265
265
265
265 265265265265265265265
265265265265
265265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265
265265PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
PN05
OK04
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN04
PN07
PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN05
PN10
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03266266266266266 266266266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 26
6266
266266
266
266
266
266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266266266266
266266266266
26626
6266
266266266
266
266
266 266266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06
PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
PN15
OK04
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04
PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN08
PN06
DW04
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN13
PN15
PN07
PN12
OK07
PN06
PN05
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN16
PN07
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN16
PN13
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN16
PN13
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
DW05 PN15
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06 PN20
PN17
PN14
PN14
PN05
OK04
PN17
OK07
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
PN15
OK07
OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN11
PN09
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN16
PN11
PN09
PN18
PN20
PN14
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267267267 267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 26726
7267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17
GENER AL RIDG WAY RO AD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269269269269
269269
269269269269269269268269269
269PN16
270270270 270270270
270270
27
0270270270270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272PN14
273
273
274
273
273273273273273273
273273273273273
273272273273PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13
274274 274274274
274274274
274274274274275275275275 275 275 275275275 275
275275275275275275
275
275
27527
5275275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276276276275275276276
276GENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277277277277
277277277277277277
277
27711TH ABN DIV ROAD278278278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
280280280280
280280
280
280
280
280280 281281281281281281
28128111TH ABN DIV ROAD282282282282
282 282282 283283283283283
283
283283 28428
4284284284284284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG720.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG720.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"

BAFFLEBAFFLEBAFFLEBAFFLEBAFFLEBAFFLETD
RR
265.50
TD
15" SDCS
CS
TDTDCS
CS
RR
RR
RR
265.50
266.25
TD
TDTDTDTD265
265 265266
266
266 265.50
266
HP 267.00
HP 267.00
HP 267.00
TD2
6
7
2
6
7
267 267266266267266.25
267.75
267.75
SF
BASIN 1 = 4.21 AC
TO SKIMMER
DRAINAGE AREA
BASIN 2 = 2.47 AC
TO SKIMMER
DRAINAGE AREA
TD-1
TD-2
TD-3
CS-1
CS-2
266
BAFFLEBAFFLEBAFFLEBAFFLEBAFFLEBAFFLEN
TD
265.50
TD
15" SDCS
CS
T
DTDCSCS
265.50
266.25
TD
T
DTDTDTD260
260
262 262.6 263
263263.6 264
264265
265
270 265
265 265266
266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
266
266 265.50
266
HP 267.00 HP 267.00
HP 267.00
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269TD
267
267
267266
266267267
266.25
267.75
267.75
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270CG720
CG721
BASIN 1 = 4.21 ACTO SKIMMER DRAINAGE AREA
BASIN 2 = 2.47 ACTO SKIMMER DRAINAGE AREA
TD-1
TD-2
TD-3
CS-1
CS-2
INV = 265.90
266
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG720
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERINTERMEDIATE PHASETYP
LIMITS OF CONSTRUCTION
PROTECTION
ROCK PIPE INLET
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:MATCH LINE - REFER TO SHEET CG721TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
TEMPORARY DIVERSION
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
STORM PIPING
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
260260
INV = 265.90 260
260
262 262.6 263
263263.6 264
264265
265
270 266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270 INV = 265.90
WETLANDS
WETLANDS
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOL
BOL
BOL
BOL
GATE
BOL
BOL
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
PHONE STATION18"
HW-1260
26126118" CMP262
262262
262262262263
263263263263263263263263
P
264264264264264264264264264264264264
264
2
6
4264
264 2642
6
4
264 2642648
4
" CH
LK
W
/3
SBW
8
4
"
CH
LK
W
/3
SBW
W
/3SB
W84"
C
H
L
K
265
265
265265265 265265
265 265265265
265
265265 265265265
265265
265 26526526526584" CHLK W/3SBW84" CHLK W/3SBW266266 266266
266266266
266
MTL GATE267267
84" CHLK W/3SBW
CO
WETLANDS
WETLANDS
CO
YH
GATE
PAVEMENT CUT
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYHYH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"15"15"15"18"15"
15"
15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUD UD
UD UDUDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO COCO
CO
15"260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
264 264264264
264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265265
265265265 265265
265265
265
265265
265265
265265265
265265
265265265 265
265
265
265 265265265265265265265
265265265265
265265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265
265265PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
PN05
OK04
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN04
PN07
PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN05
PN10
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03266266266266266 266266266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 26
6266
266266
266
266
266
266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266266266266
266266266266
26626
6266
266266266
266
266
266 266266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06
PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
PN15
OK04
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04
PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN08
PN06
DW04
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN13
PN15
PN07
PN12
OK07
PN06
PN05
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN16
PN07
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN16
PN13
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN16
PN13
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
DW05 PN15
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06 PN20
PN17
PN14
PN14
PN05
OK04
PN17
OK07
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
PN15
OK07
OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN11
PN09
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN16
PN11
PN09
PN18
PN20
PN14
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267267267 267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 26726
7267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17
GENER AL RIDG WAY RO AD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269269269269
269269
269269269269269269268269269
269PN16
270270270 270270270
270270
27
0270270270270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272PN14
273
273
274
273
273273273273273273
273273273273273
273272273273PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13
274274 274274274
274274274
274274274274275275275275 275 275 275275275 275
275275275275275275
275
275
27527
5275275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276276276275275276276
276GENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277277277277
277277277277277277
277
27711TH ABN DIV ROAD278278278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
280280280280
280280
280
280
280
280280 281281281281281281
28128111TH ABN DIV ROAD282282282282
282 282282 283283283283283
283
283283 28428
4284284284284284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG721.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG721.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
S
F
RR
BAFFLEBAFFLEBAFFLEBAFFLEBAFFLEBAFFLEN
TD
265.50
TD
15" SDCS
CS
T
DTDCSCS
265.50
266.25
TD
T
DTDTDTD260
260
262 262.6 263
263263.6 264
264265
265
270 265
265 265266
266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
266
266 265.50
266
HP 267.00 HP 267.00
HP 267.00
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269TD
267
267
267266
266267267
266.25
267.75
267.75
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270CG720
CG721
BASIN 1 = 4.21 ACTO SKIMMER DRAINAGE AREA
BASIN 2 = 2.47 ACTO SKIMMER DRAINAGE AREA
TD-1
TD-2
TD-3
CS-1
CS-2
INV = 265.90
266
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG721
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERINTERMEDIATE PHASETYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.MATCH LINE - REFER TO SHEET CG720STORM PIPING
UPON CONSTRUCTION OF
IMMEDIATELY PROVIDE MATTING
GUY
78125#40466 PP
264
2652652652
6
5265265265265265265265 26584" CHLK W/3SBW266266266266266266266266266266
266266 266266266266266266266
266
2662
6
6
2
6
6
266
266266
266
266266
266 266266
266266266266 266266266266266266266266MTL GATE267267267267267
2672672672
6
7
267267267267267
267267 267267266 268268
268268268268268268267269269269269268270270270270270269271271271270272272272272SOIL ROADSOIL ROAD
2
7
3
274
273
273273273273 2732722 7 4
274274275275274276275275
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN10
PN05
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN05
OK04
PN12
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
OK07
PN10
PN13
PN06
PN07
PN12
PN11
PN10
PN05
OK08
PN14
OK03
PN16
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03 PN12
PN10
266PN13
PN07
PN05
OK07
PN14
PN15
PN15
PN09
PN17
PN06
PN08
PN16
PN12
PN04
PN12
PN08
PN06
OK08
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN09
PN10
PN15
PN12
PN13
PN11
OK05
PN14
PN07
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN05
PN09
PN07
OK05
PN07
PN09
PN05
PN11 PN04
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN06
DW04
PN12
PN13 PN08
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN10
PN13
PN16
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN08
PN21
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN15
PN13
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN07 PN14
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN13
PN16
PN13
PN16
PN09
DW06
PN05
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN14
PN18
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN16
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15 OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN13
PN18
PN15
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN13
PN10
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN20
PN10
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14
267PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
OK07
PN16
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04
PN16
PN17
GENER AL RIDG WAY RO AD
PN15
PN10
PN17PN08
PN12
OK06
PN16
OK06
PN15
PN17
PN16
OK05
PN11PN11
PN12GENERAL RIDGWAY RO ADPN14
PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13274GENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279
279
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
280
280
280
280
280 28111TH ABN DIV ROAD
282 282
283
283
284
11TH ABN DIV ROAD
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG730.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG730.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CO
CO
YH
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15" 18"15"15"15"18"15"
15"15"15"15"6"15"6"15"
15"15"18"18"6"
EW-1
UDUDUDUDUDUDUD
UD
FH
CO
FH
6"FDCO CO CO
CO
CO
CO CO CO
RR
CS
CS
CS
CS
RR
CO
15"
256256
257
257
257
257
258
258
258
257.50
258
258
258
257.50
259
259
259
259
259
259
260
260
260
260
260
260
260
260
261
261
261
261261
261.5
261
261
261
261261
261.5
262
262
262
262
262262
262
262
262
262262.60
262.6
262.60
262.6
2
63263
263
263
2632
63263
263
263
263263.60
263.6
263.60
263.6
264
264264
264264
264
264264
264264
265
265
265265
270265
265
265265
270266
266
266
266
266
266266 266266266266266266266
266
266
266
2
6
6
266
266
266
266
266
266266 266266266266266266266
266
266
266
2
6
6
267
267
267267
267
267
267 267267
267
2
6
7 267267267267267267
267
267
267
267
267
267
2
6
7
267269
267
267
267267
267
267
267 267267
267
2
6
7 267267267267267267
267
267
267
267
267
267
2
6
7
267269
268
268
268
268268
268
268268 268268
268268
268 268268268
268
268
268
268268
268
268268 268268
268268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269269
269
269
269
269269
269
269
269269269 269269269271 269269270 270270
2
7
0 270270 270270
2
7
0 270RR
RR
RR
RR
CS-1
CS-2
INV = 265.90
INV = 265.90
N
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYHYH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"15"15"15"18"15"
15"
15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUD UD
UD UDUDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO COCO
CO
15"
256256
257
257
257
257
258
258
258
257.50258
258
258
257.50259
259
259
259
259
259
260
260
260
260 260
260
260
260
260
260 260
260
261
261
261
261261
261.5
261
261
261
261261
261.5
262
262
262
262
262
262
262
262
262
262
262.60
262.6
262.60
262.6
263
263
263
263
263263
263
263
263
263263.60
263.6
263.60
263.6 264
264264
264
264
264
264264
264
264
265
265
265 265
270 265
265
265 265
270 266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
268
268
268268268
268
268
268 268268
268
268
268 268268268
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270
270 270270
270 270CG730
CG731
CS-1
CS-2
INV = 265.90INV = 265.90
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG730
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERFINAL PHASEPAVEMENT LEGEND
CONCRETE SURFACE
AGGREGATE SURFACE
MULCH WITHOUT FABRIC
GRAVEL WITH WEED BLOCK FABRIC
0.5IN ROUNDED WASHED STONE
GL2
GL1
TYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:MATCH LINE - REFER TO SHEET CG731
WETLANDS
WETLANDS
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOL
BOL
BOL
BOL
GATE
BOL
BOL
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
PHONE STATION260 26126118" CMP262
262262
262262262263
263263263263263263263263
P
264264264264264264264264264264264264
264
2
6
4264
264 2642
6
4
264 2642648
4
" CH
LK
W
/3
SBW
8
4
"
CH
LK
W
/3
SBW
W
/3SB
W84"
C
H
L
K
265
265
265265265 265265
265 265265265
265
265265 265265265
265265
265 26526526526584" CHLK W/3SBW84" CHLK W/3SBW266266 266266
266266266
266
MTL GATE267267
84" CHLK W/3SBW
WETLANDS
WETLANDS
GATE
PAVEMENT CUT
84" CHLK W/3SBW 84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
SG03
PN10
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN10
PN05
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN05
OK04
PN12
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
OK07
PN10
PN13
PN06
PN07
PN12
PN11
PN10
PN05
OK08
PN14
OK03
PN16
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN11
PN21
OK03 PN12
PN10
266PN13
PN07
PN05
OK07
PN14
PN15
PN15
PN09
PN17
PN06
PN08
PN16
PN12
PN04
PN12
PN08
PN06
OK08
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN09
PN10
PN15
PN12
PN13
PN11
OK05
PN14
PN07
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN05
PN09
PN07
OK05
PN07
PN09
PN05
PN11 PN04
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN06
DW04
PN12
PN13 PN08
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN10
PN13
PN16
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN08
PN21
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN15
PN13
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN09
PN15
PN18
OK05
PN05
DW07
PN07
PN16
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN07 PN14
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN13
PN16
PN13
PN16
PN09
DW06
PN05
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN14
PN18
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN16
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
PN15DW05
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
OK07
PN15 OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN13
PN18
PN15
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN13
PN10
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN20
PN10
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN11
PN16
PN09
PN18
PN14
PN20
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14
267PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
OK07
PN16
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04
PN16
PN17
GENER AL RIDG WAY RO AD
PN15
PN10
PN17PN08
PN12
OK06
PN16
OK06
PN15
PN17
PN16
OK05
PN11PN11
PN12GENERAL RIDGWAY RO ADPN14
PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13274GENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
11TH ABN DIV ROAD
278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279
279
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
280
280
280
280
280 28111TH ABN DIV ROAD
282 282
283
283
284
11TH ABN DIV ROAD
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG731.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG731.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"18"
HW-1
RR
S
F260 260260260
INV = 265.90
INV = 265.90
N
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYHYH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"15"15"15"18"15"
15"
15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUD UD
UD UDUDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO COCO
CO
15"
256256
257
257
257
257
258
258
258
257.50258
258
258
257.50259
259
259
259
259
259
260
260
260
260 260
260
260
260
260
260 260
260
261
261
261
261261
261.5
261
261
261
261261
261.5
262
262
262
262
262
262
262
262
262
262
262.60
262.6
262.60
262.6
263
263
263
263
263263
263
263
263
263263.60
263.6
263.60
263.6 264
264264
264
264
264
264264
264
264
265
265
265 265
270 265
265
265 265
270 266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
268
268
268268268
268
268
268 268268
268
268
268 268268268
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270
270 270270
270 270CG730
CG731
CS-1
CS-2
INV = 265.90INV = 265.90
CS
EROSION CONTROL LEGEND
DC
RECP
GL1
SF
TS
RR
TD
TO DETAIL 2, SHEET CG805.
ROCK PIPE INLET PROTECTION. REFER
REFER TO DETAIL 1, SHEET CG811.
COMPOST SOCK
WITHIN 7 DAYS OF DISTURBANCE
SLOPES OR STEEPER MUST BE PROVIDED
GROUNDCOVER FOR AREAS WITH 3:1
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 CG808.
REFER TO DETAIL 2, SHEET CG804.
SEDIMENT FENCE
LIMIT/LIMIT OF DISTURBANCE
LIMIT OF CONSTRUCTION/CLEARING
CG731
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"=40'-0"
120'80'40'020'40'
KEYMAP
SEDIMENT AND EROSION CONTROL PLANS.HAGGARDC.HILLM.MEYERFINAL PHASETYP
LIMITS OF CONSTRUCTION
THE WORK DAY
WITH PERMANENT SEEDING AT THE END OF
TO THAT LENGTH THAT CAN BE STABILIZED
LIMIT DISTURBANCE FOR UTILITY INSTALLATION
NOTE:
WHEN INSTALLING THE PERIMETER FENCE.
OR EARTHWORK OPERATIONS SHALL BE DONE
INSTALLATION OF THE FENCE. NO GRUBBING
DOWN TO THE STUMP AS NEEDED FOR THE
BRANCHES WILL BE TRIMMED AND TREES CUT
TO NOT DISTURB THE LAND. EXISTING TREE
PERIMETER FENCE SHALL BE INSTALLED AS
LIMITS OF CONSTRUCTION FOR PERIMETER FENCE.MATCH LINE - REFER TO SHEET CG730
WETLANDS
WETLANDS
BOL
BOL
BOL
BOL
BOL
BOL
78193#40487 PP
GUY
78125#40466 PP
SHWT-1
SHWT-2
SHWT-3
SHWT-4
259.04
259.09
259.11
259.14
259.17
259.19
259.22
259.22
259.31
259.36
259.50
259.63
259.66
259.842602
6
1 261262262262262.15
262.19
262.22
262.31
262.53
262.96
262.99263 263263
263263263.03
263.23
263.32
263.50
263.58
263.69
263.82
263.82
263.82
263.86
263.90
263.91
263.93
263.94
263.99
264 264264
264264264
264
264
264 264264264264.00
264.02
264.04
264.06
264.07
264.08
264.10
264.10
264.10
264.12
264.16
264.18
8
4
" CHLK
W
/3
SBW
264.21
264.22
264.22
264.22
264.25
264.26
264.28
264.29
264.30
264.34
264.34
264.35
264.35
264.35
264.37
264.38
264.38
264.39
264.41
264.41
264.41
264.42
264.42
264.42
264.43
264.44
264.45
264.45
264.47
264.47
264.48
264.48
264.49
264.49
264.51
264.52
264.54
264.55
264.55
264.56
264.58
264.58
264.58
264.59
264.61
264.62
264.63
264.68
264.68
264.70
264.71
264.71
264.72
264.72
264.72
PN16
264.73
264.73
264.74
PN09
264.75
264.75
264.75
264.75
264.76
264.77
264.77
264.77
264.78
264.78
264.79
264.79
264.80
264.81
264.81
264.82
264.82
264.82
264.82
264.83
264.84
264.84
PN15
264.86
264.86
PN16
264.87
264.88
264.88
264.88
264.89
264.89
264.89
264.89
264.90 264.90
264.90
PN15
264.90
PN17
264.91
264.91
264.92
264.92
264.92
PN11
264.93
264.93
264.93
264.93PN19
PN16
PN20
PN11
264.96
264.96
264.96
265.63
265.47
265.52
264.96
264.96
264.97
PN17
264.98
264.98
264.98
264.99
265.00
PN07
265.00
265 265265
265265265265265 265
265265265265265265265
265265265265265265265265265 265265265
265 265265
265265265PN13
265.01
265.01
PN08
265.02
265.02
265.02
265.02
PN08
PN08
265.04
84" CHLK W/3SBW84" CHLK W/3SBW265.04
265.04
265.05
PN10
265.05
265.06
265.06
265.06
PN16
PN10
265.08
265.08
265.08
265.09
PN09
PN22
265.10
265.10
PN07
265.11
265.11
265.11
265.11
265.12
265.12
265.12
265.12
265.12
265.13
265.14
265.14
265.15
PN24
PN16
265.16
265.16
265.16
PN14
265.17
PN16
265.19
PN08
PN13
265.19
265.20
PN15
265.21
265.21
265.21
265.21
265.22
265.22
265.23
PN09
PN23
PN10
265.23
PN18
265.25
265.25
265.25
PN13
PN25
PN16
265.27
265.27
265.27
265.28
265.28
PN09
265.28
PN11
PN12
PN14
PN06
265.29
265.30
265.30
265.30
PN09
265.30
265.30 265.30
PN12
265.31
PN12
PN12
PN12
PN22
PN12
265.33
PN04
265.34
265.35
265.35
265.35
265.35
265.36
265.36
PN13
SG03
PN10
265.37
PN05
265.37
PN09
PN22
265.38
265.38
PN04
PN18
265.39
265.40
PN17
PN14
PN09
PN15
PN11
265.42
265.42
265.42
265.43
PN19
265.43
PN15
PN09
265.44
265.44
PN07
265.44
PN18
265.45
PN07
PN15
265.46
265.47
265.47
PN04
PN19
265.48
265.48
PN16
265.49
PN16
265.50
PN08
PN06
265.51
265.52
OK04
265.52
265.52
265.52
265.52
SG04
265.54
PN13
265.55
GRAV
PN09PN08
265.56
265.57
PN11
265.57
SG05
PN08
PN12
265.58
PN14
PN20
265.59
265.59
PN23
PN20 265.59265.60
PN12
PN17
PN16
OK11
PN10
PN05
PN13
265.61
PN14
265.62
PN06
265.62
265.62
PN06
PN07
PN18
265.63
GRAV
265.63
PN17
OK04
265.63
PN10
265.64
GRAV265.64
PN06
265.64
PN15
265.64
PN07
PN11
265.65
265.65
PN21
265.66
PN07
265.66
PN19
265.66
PN12
PN09
PN04
265.67
265.67
PN12
265.67
265.67
PN20
PN07
PN12
OK04
PN05
265.68
265.68
PN07
265.68
265.69
PN09
265.69
265.69
PN15
PN08
265.69
265.69
265.69
PN14
PN07
PN15
265.70
265.70
GRAV265.70
GRAV265.70
265.70
PN07
265.71
PN09
PN06
OK04
PN06
PN07
PN13
265.72
PN12
PN04
PN15
265.73
GRAV265.73
265.73
PN16
PN11
265.74
PN15
PN16
265.74
PN18
PN17
265.75
OK06
265.75
265.75
PN10
OK04
265.75
265.76
PN12
265.76 PN07
PN09
DW05
265.76
PN13
265.77
265.77
PN07
PN15
265.77
PN14
PN06
265.78
OK07
84" CHLK W/3SBW
265.79
PN10
PN11
265.79
PN04
PN05
265.80
265.80
PN14
265.81
GRAV265.81
265.81
PN07
PN11
OK07
265.81
PN09
265.81
GRAV265.81
265.82
265.82
PN05
265.82
PN09
PN05
265.83
PN11
PN11
265.84
PN10
265.85
PN07
PN04 PN04
265.85
265.85
PN13
265.85
265.85
265.85
265.85
PN08
265.85
SG07
PN11
PN17
265.86
PN14
PN12
PN12
265.87
OK06
265.87 GRAV
OK06
GRAV265.87
PN15
PN06
PN10
265.87
265.87
265.88
GRAV265.88
265.88
PN08
265.88
PN13
265.88
PN07
PN10
PN07
265.89
OK15
265.89
PN04
PN15
265.90
265.90
265.90 GRAV265.90
OK04
PN13
OK04
265.91
PN12
OK04
PN14
PN15
265.91
PN11
OK07
PN10
PN13
PN06
265.92
GRAV265.92
PN07
265.92
PN12
PN11
PN10
PN05
265.93
OK08
265.93
PN16
PN14
OK03
PN16
OK06
265.93
PN07
OK05
PN08
PN14
GRAV265.95
PN11
265.95
265.95
PN05
PN13
DW04
265.96
PN09
PN08
PN04
OK06
265.96 GRAV
PN04
PN11
PN14
OK05
PN13
PN14
PN05
OK04
PN15
PN11
265.97
PN14
265.98
PN15
PN20
PN15
PN10
265.98
PN16
265.98
PN10
PN14
265.98
PN07
PN03
265.99
265.99
265.99
PN21
265.99
265.99
265.99
PN13
PN06
265.99
PN13
PN14
266.00
PN11
PN21
OK03
266.00
GRAV
266266266266266266266266266266
266266 266266266266266266266
266266
2662
6
6
2
6
6 266266266266266
266266
266
266266
266 266266266
266266266266266266
266
266266
266266266 266266266266266266266266266
266
PN10
PN12
PN13
PN07
266.00
266.00
PN05
266.01
OK07
266.01
PN14
PN15
PN15
PN09
266.01
PN17
PN06
266.01
266.01
PN08
266.02
PN16
PN12
PN04
PN12
266.02
266.02
266.02
266.03
PN08
GRAV266.03
OK08
PN06
PN15
266.03
266.03
266.03
266.03
266.04
GRAV
MTL GATEPN18
266.04
266.04
GRAV
PN19
266.04
OK07
OK08
266.05
PN08
266.05
GRAV266.05
OK06
PN13
PN08
266.05
PN05
266.05 GRAV
PN11
PN08
PN16
PN15
266.06
PN15
266.06
PN12
266.06
OK03
PN13
PN14
PN16
GRAV266.07
DW05
PN06
266.08
266.08
PN12
PN14
266.09
266.09
PN21
PN17
OK04
PN15
PN07
PN17
PN08
PN10
PN15
PN09
PN13
PN12
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10
PN11
SG11
PN16
PN12
PN18
PN05
PN09
PN07
OK05
PN07
GRAV266.14
266.14
PN09
266.14
PN05
266.14
PN04
PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
266.16
OK04
PN12
DW04
PN06
PN08
PN13
PN14
266.16
266.16
266.16
PN15
PN08
PN22
PN10
OK05
266.17
PN16
266.17
PN17
PN20
266.17
PN12
266.17
PN08
266.18
266.18
PN16
PN10
PN13
GRAV266.18
DW05
266.19
PN06
PN13
PN18
266.19
PN10
266.20
266.20
PN12
266.20
PN05
PN06
PN11
OK04
266.21
PN09
266.21
PN07
266.21
266.21
266.21
266.21
PN10
PN15
GRAV266.21
PN06
PN12
266.22
266.22
DW04
PN18
PN10
PN09
266.22
OK09
266.22
PN14
PN05
OK05
266.22PN13
PN14
PN15
OK05
266.23
PN15
PN09
PN08
PN09
GRAV266.23
266.23 ROWE LANE266.24
PN06
PN10
PN11
PN04
266.24
PN06
OK07
PN11
PN12
PN07
266.24
266.24
266.24
266.25
266.25
266.25
266.25
PN13
GRAV266.26
PN11
266.26
PN21
PN08
PN09
PN12
PN10
PN06
PN17
266.26
266.26
PN08
PN11
PN10
266.27
PN13
PN04
PN13
266.28
PN07
266.28
CH09
PN13
PN07
PN12
266.28
PN15
266.28
PN19
266.28
PN09
PN10
PN07
PN12
PN15
PN13
266.29
PN15
266.29
GRAV266.29
PN07
GRAV266.29
OK07
PN12
PN06
PN05
PN12
266.30
266.30
PN15
PN04
GRAV266.30
OK04
PN11
PN06
OK09
266.31
PN12
OK03
266.31
266.31
PN10
PN09
266.31
PN08
DW05
PN05
266.32
PN12
GRAV266.32
266.32
PN18
PN08
OK04
OK05
266.32
PN24
GRAV266.33
PN07
PN25
DW06
PN12
266.33
PN15
PN09
266.33
266.33
PN18
OK05
PN05
DW07
PN07
PN16
OK05
266.34
PN04
PN06
266.34
PN11
PN15
266.34
OK08
PN11
266.35
266.35
OK16
266.35
PN14PN07
GRAV266.35
266.35
266.35
266.35
PN17
OK05
PN21
PN09
PN09
266.36
266.36
PN13
PN18
PN11
PN16
266.36
PN11
PN12
266.37
266.37
PN12
266.37
OK04
GRAV266.37
PN14
OK18
PN12
GRAV266.37
PN07
PN09
PN08
PN05
PN15
PN12
OK05
PN06
PN13
PN16
266.39
266.39
266.39
PN13
PN16
DW06
PN05
PN09
PN06
PN08
PN05
266.39
PN18
266.39 PN12
266.39
GRAV266.40
266.40
GRAV
PN12
PN04
266.40
266.40
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
266.42
PN14
PN12
PN07
PN09
PN15
PN17
PN04
PN19
266.43
OK07
GRAV266.43
266.43
PN10
SG17
PN13
PN16
PN13
PN15
OK05
PN09
PN09
266.45
PN10
PN13
266.45
PN11
266.45
PN20
GRAV266.45
PN16
SG04
PN04
PN11
PN13 266.46
GRAV266.46
PN12
PN16
PN13
PN17
PN17
266.47
266.47
GRAV266.47
PN17
266.47
GRAV
266.48
PN12
PN06
266.48
PN18
DW05
PN13
PN15DW05
PN15
OK07
PN07
OK06
266.49
PN10
266.49
PN14
PN10
PN17
PN18
266.50 266.50
266.50
GRAV266.50
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
GRAV266.51
PN16
PN13
PN06
266.52
PN06
PN17
PN20
PN14
PN14
PN05
OK04
OK07
PN17
266.53
PN05
PN13
PN12
PN14
PN17
PN17
PN12
DW03
PN14
PN05
PN10
PN15
PN14
PN11
PN14
266.56
GRAV
PN13
266.56
OK07
PN13
PN19
266.56
OK16
PN16
266.56
DW04
PN17
266.57
PN05
PN14
PN17
266.57
266.57
OK07
PN15 OK06OK09
PN17
PN13
266.58
PN15
266.58
PN12
266.59OK03
PN11
GRAV266.59
OK03
266.59
266.60
266.60
PN17
OK05
PN11
266.61
OK07
PN15
PN11
DW05
PN25
266.62
266.62
PN13
PN15
266.62
PN18
PN16
266.62
266.62
PN07
266.63
PN17
266.63
PN11
266.64
266.64
DW04
PN07
PN08
GRAV
266.64
PN19
266.64
PN11
266.64
PN14
266.65
OK03
266.65
PN15
PN20
PN15
PN10
PN13
PN05
OK15
266.66
PN08
266.66
266.66
PN13 TWIN
CH05
PN09
PN11
PN13
266.67
PN15
PN08
PN16
PN10
PN20
PN14
266.68
266.69
266.69
PN16
OK07
PN10
PN12
PN12
PN14
PN13
GRAV266.70
266.71
PN16
266.71
PN06
PN23
266.72
PN10
PN30
266.72
PN10
PN12
PN05
266.73
266.73
GRAV
PN11
266.74
PN16
DW04
PN08
GRAV266.75
PN12
PN04
PN09
PN07
266.76
266.77
PN12
PN07
266.77
OK06
PN15
PN11
PN13
266.79
266.79
266.80
PN09
266.80
266.81
PN12
PN15
PN09
PN07
PN08
PN16
PN14
PN10
PN19
PN13
PN08
PN06
266.83
266.83
266.83
266.84
PN18
PN16
266.84
PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
266.86
PN17
PN13
266.87
PN09
PN06
PN16
266.87
PN06
DW04
266.88
266.88
PN13
PN14
266.88
266.89
PN17
PN15
266.90
PN14
PN10
PN21
PN14
PN15
PN13
266.91
PN26
PN19
PN09
PN16
PN19
PN18
266.92
PN15
266.93
PN11
PN16
PN09
PN18
PN14
PN20
266.94
PN12
DW06
PN13
PN06
PN14
PN16266.95
PN16
PN13
266.96
PN08
266.96
266.96
266.96
266.96
PN19
266.96
PN12
PN16
PN07
PN10
266.98
PN17
PN13
PN14 267267267267267
2672672672
6
7
267267267267267
267267 267267267
PN15
OK05
267.02
267.02PN12
PN16
PN21
PN06
PN16
PN15
267.05
OK17
PN14
PN1I6
267.06
267.06
OK19
267.07
OK15
PN16
PN11
267.10
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
267.22
267.24
OK04
PN17
267.26
267.26
267.29
PN17
PN14
PN15
PN16
OK09
PN16
267.37
PN16
OK08
PN14
PN17
PN18
267.47
267.56
267.56
PN10
267.64
PN13
267.72
267.72
267.75
267.77
267.78
PN10
267.84
PN16
DW04
267.92
267.98 268268
268268268268268268267PN16
268.13
268.17
PN17
PN15
268.40
268.41
268.45
PN10
PN17PN08
PN12
OK06
268.73
268.74
268.81
268.83
269269269269268PN16
269.18
269.25
269.32
269.48
269.67
269.75
269.77
269.82
270270270270269OK06
270.03
PN15
270.17
270.19
PN17270.33
PN16
OK05
270.49
270.50
270.51
270.66
PN11
270.93
271271271270271.28
271.36
271.50
271.57
PN11
PN12
271.97
272272272272272.04
272.04
272.08
272.10
PN14
272.18
272.27
272.39
272.43
272.44
272.45
272.48
272.60
272.60
272.63
272.72
272.78
272.81
272.89
SOIL ROAD
272.93
272.98
272.98
272.99
2
7
3
274
273273273 273272273.04 273.04
273.05
273.07
273.12
273.13
273.13
273.16
273.18
273.19
273.19
273.20
273.24
273.25
273.25
273.28
273.30
273.33273.34
273.34
273.37
273.38
273.39
PN18
273.43
273.44
273.44
273.44
PN14
273.45
273.46
273.46
273.50
273.50
PN15
PN15
273.54
PN14
273.58
273.60
273.61
273.62
273.63
PN16
273.65
273.65
273.68
273.68
273.77
273.78
273.79
273.85
PN15
PN13
273.98
2 7 4
274274 274.05
274.09
274.20
274.27
275275274276275275
84" CHLK W/3SBW
ELEV.=266.3'BH-C2
ELEV.=264.8'BH C-12
ELEV=266.9'BH C-8
ELEV.=266.0'BH C-7
ELEV.=265.1'BH C-6
ELEV.=266.7'BH-C10
ELEV.=265.5'BH-C11
ELEV.=264.9'BH-C4
ELEV.=266.7'BH-C3
ELEV.=266.5'BH-C5
ELEV.=265.8'BH-C9
ELEV.=266.3'BH-C1
GATE
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG750.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG750.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG750
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.
N PRE DEVELOPED HYDROLOGYS.HAGGARDC.HILLM.MEYER50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"
CONSTRUCTION (TYP)
LIMITS OF
DEVIDE (TYP)
DRAINAGE
PRE-DEVELOPMENT
Q100= 45.54
Q10 = 22.99
Q2 = 11.77
Q1 = 8.01
PEAK FLOW (CFS)
TOC = 23 MIN
WEIGHTED CN: 74
HYDROLOGIC SOIL GROUP C
TOTAL DRAINAGE AREA = 6.69 Ac
Q100= 9.42 CFS
Q10 = 4.71 CFS
Q2 = 2.14 CFS
Q1 = 1.32 CFS
AREA = 1.95 ACRES
DRAINAGE AREA 2
Q100= 18.12 CFS
Q10 = 10.65 CFS
Q2 = 6.08 CFS
Q1 = 4.46 CFS
AREA = 1.87 ACRES
DRAINAGE AREA 1
Q100= 15.00 CFS
Q10 = 7.63 CFS
Q2 = 3.55 CFS
Q1 = 2.23 CFS
AREA = 2.87 ACRES
DRAINAGE AREA 3
CO
WETLANDS
WETLANDS
CO
YH
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONFF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
OUTLET-1
OUTLET-2
15" 18"15"15"15"18"15"
15"15"15"15"6"15"
15"15"18"18"6"18"
HW-1
EW-1
UDUDUDUDUDUDUD
UD
FH
CO
FH
6"FDCO CO CO
CO
CO
CO CO CO
CO
15"
256
257
257
258
258
258
257.50
259
259
259
260
260
260
260 260260
261
261
261
261261
261.5
262
262
262
262
262262.60
262.6
263263
263
263
263263.60
263.6
264
264264
264264
8
4
" CHLK
W
/3
SBW
265
265
265265
27084" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
266
266
266
266
266
266266 266266266266266266266
266
266
266
2
6
6
MTL GATE267
267
267267
267
267
267 267267
267
2
6
7 267267267267267267
267
267
267
267
267
267
2
6
7
267269
268
268
268
268268
268
268 268268268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269270 270270
2
7
0 27027484" CHLK W/3SBW
GATE
INV = 265.90
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG751.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG751.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
AREA = 4.21 ACTOTAL WET POND 1 DRAINAGE AREA
A = 0.42 AC
DA SDMH-5
A = 0.07 AC
DA CB-8
A = 0.08 AC
DA CB-9
A = 0.29 AC
DA CB-11
A = 0.23 AC
DA CB-2
A = 0.23 AC
DA CB-3
A = 0.29 AC
DA CB-4
A = 0.08 AC
DA CB-10
A = 0.04 AC
DA CB-6
A = 0.25 AC
(NORTH)
DA EW-1
A = 0.35 AC
(SOUTH)
DA EW-1
CG751
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.
N POST DEVELOPED HYDROLOGYS.HAGGARDC.HILLM.MEYER50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"
PAVEMENT LEGEND
CONCRETE SURFACE
AGGREGATE SURFACE
MULCH WITHOUT FABRIC
GRAVEL WITH WEED BLOCK FABRIC
0.5IN ROUNDED WASHED STONE
CONSTRUCTION (TYP)
LIMITS OF
DEVIDE (TYP)
DRAINAGE
POST-DEVELOPMENT
Q100= 65.54
Q10 = 19.85
Q2 = 4.45
Q1 = 1.49
PEAK FLOW (CFS)
TOC = 5 MIN
WEIGHTED CN: 87
HYDROLOGIC SOIL GROUP C
TOTAL DRAINAGE AREA = 6.54 Ac
Q100= 42.07 CFS
Q10 = 15.24 CFS
Q2 = 3.11 CFS
Q1 = 1.20 CFS
FROM WET POND 1
TOTAL DISCHARGE
= 4.21 ACRESPOND 1
AREA TO WET
TOTAL DRAINAGE
Q100= 23.47 CFS
Q10 = 4.61 CFS
Q2 = 1.34 CFS
Q1 = 0.29 CFS
FROM WET POND 2
TOTAL DISCHARGE
= 2.33 ACRESPOND 2
AREA TO WET
TOTAL DRAINAGE
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG801.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG801.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
SITE 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, CONCRETE):
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
N/A
STREAM CLASSIFICATION:
STREAM INDEX:
RECEIVING WATER:
RIVER BASIN:
OFFISITE BORROW LOCATION:
C; SW; HQW
LUMBER
DROWNING CREEK
14-2-(10.5)
REFER TO SHEET CG803 FOR A DETAILED CONSTRUCTION ACTIVITY SEQUENCE.
STREAM BUFFER REQUIREMENTS:
HISTORICAL SITES.
TO SEDIMENT CONTROL, STORM WATER, WETLAND, STREAMS, ENDANGERED SPECIES, AND
FORT BRAGG ENVIRONMENTAL PERMITS, INCLUDING BUT NOT LIMITED TO, THOSE RELATED
ENVIRONMENTAL REGULATIONS AND SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, AND
7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT BRAGG
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:
SEVEN (7) DAYS FOR SENSITIVE AREAS).
TO ENSURE CONTINUED STABILIZATION (REQUIREMENT MAY BE REDUCED TO
HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY
WITHIN FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES
APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES
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
0.93 ACRES
2254 CY
20447 CY
SITE APPURTENANCES.
38,612 SF WITH ASSOCIATED PARKING, ACCESS ROADS, UTILITIES AND OTHER
THE DESIGN AND CONSTRUCTION OF 12 BUILDING TOTALING APPROXIMATELY
RESISTANCE TRAINING COMPLEX AT CAMP MACKALL. THE PROJECT INCLUDES
THE PROJECT IS TO PROVIDE THE DESIGN TO CONSTRUCT PN80774 SOF SERE
9.76 ACRES
14.51 ACRES
4.57 ACRESTOTAL IMPERVIOUS AREA (GRAVEL):
CG801SEDIMENT AND EROSION CONTROL NOTES 1S.HAGGARDC.HILLM.MEYER:
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG802.dgn16-SEP-202009:22XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG802.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
IN 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)
ERODED AREAS SHALL BE REPAIRED UNTIL A SATISFACTORY STAND OF GRASS RESULTS.
UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED OR REINSTALLED, AND
REPAIR OR REINSTALL
15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.
AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES OF APRIL 15 AND OCTOBER
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)
), 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
HAVE GIVEN APPROVAL TO DO SO.
14. FINAL INSPECTIONS AND REMOVAL OF SEDIMENT AND CONTROLS AFTER COE AND NCDENR
13. LANDSCAPING PLANS SHALL SERVE AS FINAL PHASE OF SEDIMENT AND EROSION CONTROL ACTIVITIES.
WET PONDS AS SPECIFIED IN THE PLANS.
HAS GIVEN APPROVAL TO DO SO. AT THIS POINT THE SKIMMER SEDIMENT BASINS CAN BE CONVERTED TO A
12. FINAL INSPECTIONS AND REMOVAL OF SEDIMENT AND EROSION CONTROLS AFTER COE AND NCDEQ
11. ESTABLISH PERMANENT GROUND COVER THROUGHOUT PROJECT.
SEQUENCE AND ON THE LANDSCAPING PLANS.
10. ESTABLISH PERMANENT GROUND COVER THROUGHOUT PHASES EXCEPT WHERE NOTED IN THIS
SPECIFICATION (SEE CE500) WHILE THE REMAINING CONSTRUCTION IS FINISHED.
9. PROVIDE TEMPORARY GROUND COVER AS SPECIFIED IN THE FORT BRAGG TEMPORARY SEEDING
8. CONSTRUCT NEW FACILITIES AND OTHER SITE IMPROVEMENTS.
INTERMEDIATE PHASING PLAN SHEETS.
SKIMMER BASINS SHALL RECEIVE RUNOFF FROM THE STORMWATER PIPING SYSTEM AS SHOWN ON THE
INLET AND OUTLET PROTECTION MEASURES AS EACH INLET IS BROUGHT TO FINISHED GRADE. TEMPORARY
CONTROL MEASURES INCLUDING BUT NOT LIMITED TO ROCK CHECK DAMS AND NEW STORM DRAINAGE
7. BEGIN GRADING CONCURRENTLY WITH INSTALLATION OF INTERMEDIATE SEDIMENT AND EROSION
6. INSTALL TEMPORARY SKIMMER SEDIMENT BASINS 1 AND 2.
5. BEGIN DEMOLITION ACTIVITIES INCLUDING CLEARING AND GRUBBING AS SHOWN IN THE INITIAL PHASE.
AND PERIMETER SEDIMENT FENCING
LIMITED TO CONSTRUCTION ENTRANCES, TEMPORARY DIVERSION, COMPOST SOCK,
4. INSTALL INITIAL PHASE EROSION AND SEDIMENT CONTROL MEASURES TO INCLUDE BUT NOT
3. PROVIDE CONSTRUCTION FENCING TO ENCLOSE CONSTRUCTION SITE
2. PRE-CONSTRUCTION MEETING
1. NOTIFICATION TO CORPS OF ENGINEERS AND NCDEQ OF INTENT TO BEGIN CONSTRUCTION.
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
PERMANENT PROPOSED CONDITIONS.
PERMANENT CHANNELS AND OUTLET PROTECTION AND MODIFY WET POND OUTLET STRUCTURE TO
BASINS, BAFFLES, AND OTHER TEMPORARY COMPONENTS AND GRADE TO FINISH CONTOURS. INSTALL
CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED, REMOVE TEMPORARY SKIMMER SEDIMENT
POND CONVERSION SEQUENCE
CG802SEDIMENT AND EROSION CONTROL NOTES 2S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG803.dgn16-SEP-202009:07XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG803.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
MANUAL 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:
15A NCAC 04B .0131 SELF-INSPECTIONS
SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
432NTP/ 1 8 9 10 11 12 13
FENCE, COMPOST SOCKS, ETC.)
DIVERSION DIKES, CONSTRUCTION EXIT, SILT
INSTALL INITIAL PERIMETER BMPS (TEMPORARY
SOD, EROSION CONTROL BLANKETS, ETC)
INSTALL FINAL BMPS (PERMANENT SEEDING,
TO WET PONDS
CONVERT SKIMMER SEDIMENTATION BASINS
CONSTRUCTION ACTIVITY
INSTALL INITIAL PERIMETER E&SC BMPS
CLEAR AND GRUB AREAS REQ'D TO
MAINTAIN INITIAL PERIMETER BMPS
CLEAR AND GRUB WITHIN LOD
REMOVE ALL TEMPORARY BMPS AND STABILIZE
PERFORM FINAL GRADING
AND INSTALL UTILITIES
PERFORM INTERMEDIATE GRADING
MAINTAIN INTERMEDIATE PERIMETER BMPS
BASINS, TEMPORARY STABILIZATION, ETC.)
INSTALL INTERMEDIATE BMPS (SKIMMER SEDIMENT
:TIMELINE OF MAJOR SOIL DISTURBING ACTIVITIES
MONTH
765
CG803SEDIMENT AND EROSION CONTROL DETAILS 1S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG804.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG804.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"20'8" 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 POST50' 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.21 TO 321AGGREGATE SIZE—USE 1
DESIGN CRITERIA
UNDER LINER
GEOTEXTILE
CG705 CG804SEDIMENT AND EROSION CONTROL DETAILS 2S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG805.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG805.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CHANNEL
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
DETAIL1

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
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

CG710

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:
CG805SEDIMENT AND EROSION CONTROL DETAILS 3S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG806.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG806.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
D
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
CG806SEDIMENT AND EROSION CONTROL DETAILS 4S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG807.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG807.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
SE=33%
EMERGENCY SPILLWAY
PROFILE ALONG CENTERLINE
1
FREEBOARD= 1 FT (1 FT MIN.)
CROSS-SECTION DETAIL OF EMERGENCY SPILLWAY
SKIMMER SEDIMENT BASIN
GEOTEXTILE FABRIC
OR IMPERMEABLE
LAMINATED PLASTIC
NOT TO SCALE
DETAIL1

CG701
LENGTH = 10 FT
3
AND DESIGN MANUAL 6.64 FOR ADDITIONAL INFORMATION
REFER TO NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
SO=SEE CHART
SEE CHART
LENGTH
EXIT CHANNEL
HP=SEE CHART
BOTTOM WIDTH=SEE CHARTS
TOP OF DAM ELEV.=SEE CHART
1
RIPRAP
NCDOT CLASS B
18" MINIMUM
3
1
3

DISSIPATOR
STONE ENERGY
CG808)
(SEE DETAIL 2,
BAFFLES
SPILLWAY
EMERGENCY
BERM
OR METAL POST
WOOD STAKE
ROPE
4'x4'x1' MIN.
(BELOW SKIMMER)
STONE PAD
CLASS B
STRUCTURE
RISER
SIZE)
(SEE CHART FOR
SKIMMER
FAIRCLOTH TYPE
EMERGENCY SPILLWAY CREST ELEV
WIDTH
BERM
RISER STRUCTURE
TRASH RACKCG808)
(SEE DETAIL 1,
SKIMMER,
4' BOTTOM WIDTH
2' DEEP, 1:1 SS
CORE TRENCH
COLLAR
ANTISEEP
BASIN CROSS-SECTION DETAIL
CHART
REFER TO
CG808)
(SEE DETAIL 2,
BAFFLES
ZONE
STORAGE
SEDIMENT
FILTER FABRIC
BLOCK
ANTIFLOATATION
HP=0.50'
15" DIA. RCP
WITH 12" d50 = 9" RIP RAP.
LINE ENTIRE EMERGENCY SPILLWAY
WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THEIN IN ICE FORMING
OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE
THE OBSTRUCTION CLEARED WITH A PLUMBER’’S SNAKE OR BY FLUSHING WITH WATER. BE
OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED ANDARM IF THE SKIMMER
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
FLOWING UNDERNEATH OR AROUND THEM.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS
THE SKIMMER.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL.
ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
MAINTENANCE
WET PONDS AS DETAILED IN GRADING PLANS.
REMOVE THE SKIMMER STRUCTURE, BAFFLES AND ALL THE UNSTABLE SEDIMENT. CONSTRUCT
11. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
10. INSTALL POROUS BAFFLES AS SPECIFIED IN DETAIL 2, CG808.
SPILIWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL
EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
9. EROSION CONTROL——CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
8. INLETS——DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
1999. J. W. FAIRCLOTH & SON.).
DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS.””FEBRUARY,
OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM ““A MANUAL FOR
THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES
MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO
ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH,
WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE
THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE
MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND.
IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC
COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO
OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION
EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH,
7. EARTHEN SPILLWAYS——INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST
TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED
AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH
JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE
DESIGNED.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS
CONNECT TO EXISTING STORM WATER SYSTEM.
4. CONSTRUCT OUTLET STRUCTURES AND OUTLET PIPE PER DRAINAGE SCHEDULE.
TIMBER.
SETTLING INTO THE MUD BY PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
6 INCHES TO ALLOW FOR SETTLEMENT.
LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
BASIN AS NEEDED.
DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
MATTERROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC
AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION ANDGRUB. CLEAR, 1.
CONSTRUCTION
CONSTRUCTION AND STABILIZATION OF THE SITE.
WET POND AT THE CONCLUSION OF
SEDIMENTATION BASIN IS CONVERTED TO THE
SEDIMENTATION BASIN UNTIL SUCH TIME THE
GRADE ELEVATION OF THE BOTTOM OF THE
FOR THE DEPTH OF THE WET POND BELOW THE
NOTE: THE CONTRACTOR SHALL NOT EXCAVATE

SKIMMER BASIN NOTES

MANHOLE
TO STORM
BOTTOM OF BASIN ELEV
TOP OF BERM ELEV
STRUCTURE
TOP OF RISER
ELEV
CLEAN-OUT
* SEE DETAIL 5 ON CG507 CG807SEDIMENT AND EROSION CONTROL DETAILS 5S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG808.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG808.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CALCULATION SPREADSHEET.
MEASURES WITH SKIMMER DEWATERING
RESOURCES SEDIMENT CONTROL
DEPARTMENT OF ENVIRONMENT AND NATURAL
CALCULATIONS FROM NORTH CAROLINA
TEMPORARY SKIMMER SEDIMENT BASIN SIZE

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
DETAIL1
CG807

SKIMMER

PVC END CAP

SKIMMER NOTES
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
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
POROUS BAFFLES

NOT TO SCALE
DETAIL2
CG701

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

NOT TO SCALE
DETAIL3
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
CG808SEDIMENT AND EROSION CONTROL DETAILS 6S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG809.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG809.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
3.3'
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
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
MANUFACTURE TO LANDLOCK 450 TRM BY PROPEX GEOSOLUTION
*SYNTHETIC MAT SHALL BE UNVEGETATED TRM (TURF REINFORCEMENT MAT)
CG809SEDIMENT AND EROSION CONTROL DETAILS 7S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG810.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG810.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CLASS 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
CHECK DAM
#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

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
CG705
TYP
TRENCH
HIGH SIDE OF
STOCKPILE ON
SEWER TRENCH
UTILITY OR STORM
OF TRENCH
ON LOW SIDE
SILT FENCE
GRADE
EXISTING
TRENCH EXCAVATION
NOT TO SCALE
DETAIL3

TYP

CG810SEDIMENT AND EROSION CONTROL DETAILS 8S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG811.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG811.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
NOT TO SCALE
DETAIL1

TYP
COMPOST SOCK
CG811SEDIMENT AND EROSION CONTROL DETAILS 9S.HAGGARDC.HILLM.MEYER
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG812.dgn16-SEP-202009:08XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG812.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG812S.HAGGARDC.HILLM.MEYERGROUND STABILIZATIONAND MATERIAL HANDLING
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CG813.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CG813.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CG813S.HAGGARDC.HILLM.MEYERRECORDKEEPING AND REPORTINGSELF-INSPECTION
WETLANDS
WETLANDS
POLEFLAG
C
UT
P
A
VE
ME
NT
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOL
BOL
BOL
BOL
GATE
BOL
BOL
FOC MARKER
78188#39676PP
FOC MARKER
78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'
TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)
TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT
"CAMP MACKALL"
WOODS
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'
E=1860342.3367
N=468982.35#17615 RB&C
S
SOIL
ELEV.=283.60'
E=1859437.53
N=468482.11#17398 RB&C
ELEV.=293.84'
E=1859138.41
N=468395.74#17399 RB&C
RR SPIKE IN 18" PINE
ELEV.=294.79'E=1859061N=468339#17400 TBM US/UCKKUSTG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/VA/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA
/V
A
/V
A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
HH#03
HH#04
HH#05
HH#06
HH#07
HH#08
HH#09
HH#10
MH#001
H HH#11
18" CMP
18" CMPOFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
15"
R
CP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)
INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCPINV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBWP
TEL BO
263.99
84
" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBWMTL GATEFOC
266.11 ROWE LANEROWE LANEROWE LANE
ROWE LANEROWE LANEDIR. ONLY
T 267.26
C302101-150 PED TELTMH TEL
267.65
TC FOC
267.87
GRA
VEL ROADGENERAL RIDGW AY ROADTC FOC
268.85
GENERAL RID GWAY ROADFOC
274.24TMH TEL
274.31
BOL
BOL
TC FOC
276.00
S
S
24" RCP
24" RCP
PGENERAL RID GW AY ROADGENERAL RID GW AY ROAD24" RCP
S
11TH ABN DIV ROAD
24" RCP
24" RCP
FOC
278.05TC
BOL L ARDS
B OL L AR DS
SUPPORT COLUMNS
MODEL GLIDER
SUPPORT COLUMN
MODEL GLIDER
B
O
L
L
A
R
D
S
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
G
U
A
R
D
R
AIL
R
AIL
G
U
A
R
D
GATE
GUARD RAIL
GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
POST
BL*700 G MON.
EL*700 G MON.
11T
H
A
B
N
DIV
R
O
A
D
ROCK S/W
S
18" RCPS STATION HOSPITAL ROAD (GRAVEL)18"
R
CP
24"
R
CP
11T
H
A
B
N
DIV
R
O
A
D
S
18" RCP
S
18"
R
CP
18"
R
CP
SLUSS TILLER ROAD
S
11
T
H
A
B
N
DIV
R
O
A
D
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU101.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU101.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
FW
CO
CO
YH
AREA A2FORMATION266
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUDUDUDUDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFWFW
FWFW
CO CO CO
CO
CO
CO CO CO
CO
CU101S.HAGGARDC.HILLM.MEYERGEOGRAPHIC 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.
200'100'0 200'400'600'
GRAPHIC SCALE: 1"=200'-0"N UTILITY [e-mail]
Work: 910-908-4447
Water & Sewer - ASUS - Nathan Hurst 2.
[e-mail]
Work: [phone]
Electrical - SUS - Audrey Oxendine1.
DPW COR’s:
Fort Bragg, NC 28310
Building N-6307
2941 Logistics St.
Attn: Anna Turlik
American States Utility Services
WATER & SEWER - ASUS
[e-mail]
Phone [phone]
Fort Bragg, NC 28307
Bldg 2-6530, Butner Rd,
Attn: David Keith
Sandhills Utility Service
ELECTRICAL - SUS
UTILITIES
PERMITTING BY OTHERS. ASUS)
EROSION AND SEDIMENT CONTROL
WATERLINE CONSTRUCTION AND
PERMITTING BY OTHERS. ASUS)
EROSION AND SEDIMENT CONTROL
WATERLINE CONSTRUCTION AND
GENERAL NOTES
LEGEND.
REFER TO SHEET TS001 FOR SITE COMMUNICATION3.
REFER TO SHEET ES001 FOR SITE ELECTRICAL LEGEND. 2.
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL1.
CU110
78125#40466 PP
TG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/VA/VA/VA/
V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA
/V
A
/V
A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VH
H
84" CHLK W/3SBWMTL GATEWETLANDS
WETLANDS
GATE
PAVEMENT CUT US/UCKK USTG
P
FLFL
P
P
P
P P
P
H
P
P P
FL
H H
FL
FL
FL
FL
FL
FLFL USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/V
A/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA/V
A/V A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
H
84" CHLK W/3SBW84" CHLK W/3SBW
84" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWPN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
OK04
PN12
PN05
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN07
PN11
OK07
PN09
PN05
PN09
PN05
PN11
PN11
PN10
PN07
PN04 PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN14
PN15
PN11
OK07
PN10
PN13
PN06
PN07
PN12
PN11
PN10
PN05
OK08
PN14
OK03
PN16
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03 PN12
PN10
PN13
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06
PN08
PN16
PN12
PN04
PN12
PN08
OK08
PN06
PN15
MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
PN15
OK04
PN07
PN17
PN08
PN10
PN09
PN15
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
PN10
OK03
PN10
PN11
SG11
PN16
PN12
PN18
PN05
PN09
PN07
OK05
PN07
PN09
PN05
PN04PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN06
DW04
PN13 PN08
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN10
PN15
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN05
PN14 OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN09
PN08
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN15
PN13
PN07
PN06
PN12
PN05
OK07
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN16
PN07
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN16
PN13
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07
PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN13
PN16
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
PN18
DW05
PN13
DW05 PN15
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06 PN20
PN17
PN14
PN14
PN05
OK04
OK07
PN17
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN17
PN14
OK07
PN15
OK06
PN17
OK09
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN13
PN15
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN13
PN10
PN05
OK15
PN08
PN13 TWIN
CH05
PN09
PN11
PN13
PN15
PN08
PN16
PN20
PN10
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN12
PN09
PN15
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN16
PN11
PN09
PN18
PN14
PN20
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04
PN16
PN17GENERAL RIDG WA Y ROAD
PN15
PN10
PN17PN08
PN12
OK06
PN16
OK06
PN15
PN17
PN16
OK05
PN11PN11
PN12GENERAL RIDGWAY RO ADPN14
PN18
PN14
PN15
PN15
PN14
PN16PN15
PN13GENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
11TH ABN DIV ROAD
11TH ABN DIV ROAD
PN26
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU110.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU110.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
FW
CO
CO
YH
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
W
BFP
W W W W W W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
EW-1
UDUDUDUDUDUDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFWFW
FWFW
CO CO CO
CO
CO
CO CO CO
CO
N
FW
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W
W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFW
FW
FW
FW
COCO CO
CO
CO
CO CO CO
CO
CU412
CU413
CU411
CU410
LEGEND
W
FW
FH
PIV
CO
MH
YARD HYDRANT
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
YD
CU110S.HAGGARDC.HILLM.MEYERN
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"=40'-0"
120'80'40'020'40'
KEYMAP
UTILITY PLANWORK.
DRAWINGS FOR ELECTRICAL AND COMMUNICATION SITE
REFER TO ELECTRICAL AND COMMUNICATION SITE 8.
LEGEND.
REFER TO SHEET TS001 FOR SITE COMMUNICATION7.
REFER TO SHEET ES001 FOR SITE ELECTRICAL LEGEND. 6.
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR WATER LINES IS 5 FEET 5.
OUTSIDE THE BUILDING FOUNDATION.
LINE OF DEMARCATION FOR SEWER LINES IS 10 FEET 4.
BOX WILL BE PROVIDED BY ASUS.
PROTECTION, A PIV AND BACKFLOW PREVENTER IN HOT
PROVIDED BY ASUS OUTSIDE THE BUILDING. FOR FIRE
WATER, A METER AND BACKFLOW PREVENTER WILL BE
ENTER THE BUILDING INDEPENDENTLY. FOR DOMESTIC
DOMESTIC WATER AND FIRE PROTECTION WATER WILL 3.
THRU THE CONTRACTINGOFFICER.
CONTRACTOR SHALL COORDINATE ALL WORK WITH ASUS
ROUTES SHALL BE DETERMINED BY ASUS. THE
ASUS TO LINE OF DEMARCATION. THE FINAL UTILITY
NEW SEWER LINES SHOWN ARE TO BE CONSTRUCTED BY 2.
REFER TO SHEET C-001 FOR GENERAL NOTES.1.
GENERAL NOTES
CU410 CU411
CU412 CU413
H
H
A/VA/V
A/VWETLANDS
WETLANDS
POLEFLAG
CUT
PAVE
MENT
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKER
78188#39676PP
FOC MARKER 78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT"CAMP MACKALL"
WOODS
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'E=1860342.3367
N=468982.35#17615 RB&C
S
SOIL
ELEV.=283.60'E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'E=1859138.41N=468395.74#17399 RB&C
RR SPIKE IN 18" PINEELEV.=294.79'E=1859061N=468339#17400 TBM US/UCKK USTG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/V
A/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA/V
A/V A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
HH#03
HH#04
HH#05
HH#06
HH#07
HH#08
HH#09
HH#10
MH#001
H HH#11
18" CMP
18" CMP
OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
15" RCP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCP
INV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBW
P
TEL BO
263.99
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
MTL GATEFOC266.11 ROWE LANE
ROWE LAN
EROWE LANE
ROWE LANEROWE LANEDIR. ONLY
T 267.26
C302101-150 PED TELTMH TEL
267.65
TC FOC267.87
GRAVEL ROAD GENERAL RIDG WA Y ROAD
TC FOC268.85
GENER AL RIDGWAY RO ADFOC274.24TMH TEL
274.31
BOL
BOL
TC FOC276.00
S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP
S
11TH ABN DIV ROAD
24" RCP
24" RCP
FOC
278.05TC
BOLLARDS BOLLARDS
SUPPORT COLUMNSMODEL GLIDER
SUPPORT COLUMNMODEL GLIDER BOLLARDS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
BL*700 G MON.
EL*700 G MON.
11TH ABN DIV ROAD
ROCK S/W
S
18" RCP
S STATION HOSPITAL ROAD (GRAVEL)18" RCP
24" RCP
11TH ABN DIV ROAD
S
18" RCP S
18" RCP
18" RCP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
S
11TH ABN DIV ROAD
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU410.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU410.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CAMP B
AREA BFORMATIONFF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8TANKFIREWATER
TANKFIREWATER
YH
YH
CO SAN
W
WW
PIV
W
W
BFP
N
FW
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W
W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFW
FW
FW
FW
COCO CO
CO
CO
CO CO CO
CO
CU412
CU413
CU411
CU410
LEGEND
W
FW
FH
PIV
CO
MH
YARD HYDRANT
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
YD
CU410S.HAGGARDC.HILLM.MEYERN
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.
KEYMAP
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'UTILITY PLANENLARGEDSANITARY SEWER SERVICE.”
ASUS ON THE DESIGN AND INSTALLATION OF THE
OF ASUS. THE CONTRACTOR SHALL COORDINATE WITH
TO THE POINT OF DEMARCATION IS THE RESPONSIBILITY
BUT NOT LIMITED TO SIZE, LOCATION, MANHOLES, ETC.
DESIGN OF THE SANITARY SEWER SYSTEM, INCLUDING
SANITARY SEWER
AND FIRE WATER SERVICE.
WATER DISTRIBUTION LINES, BOTH FOR DOMESTIC
ASUS ON THE DESIGN AND INSTALLATION OF THE
THE CONTRACTOR SHALL COORDINATE WITH
DEMARCATION IS THE RESPONSIBILITY OF ASUS.
HYDRANTS, VALVES, ETC., TO THE POINT OF
INCLUDING BUT NOT LIMITED TO SIZE, LOCATION,
DESIGN OF THE WATER DISTRIBUTION SYSTEM,
WATER DISTRIBUTION
9
9
8
3
6
5
7
4 1
1
2
1
14
4
REFER TO DETAIL 1, SHEET CU506.
PROVIDE NEW FIRE WATER TANKS AND FOUNDATION. 9.
(PROVIDED AND INSTALLED BY ASUS)ON SHEET CU503.
PROVIDE ASUS APPROVED PIV VALVE. REFER TO DETAIL 8.
INSTALLED BY ASUS)
(PROVIDED AND PROVIDE SANITARY SEWER LINE. 7.
SHEET CU510.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO 6.
DEMARCATION.
PROVIDE 6" SANITARY SEWER LINE FROM POINT OF 5.
ASUS)
(PROVIDED AND INSTALLED BY DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 4.
(PROVIDED AND INSTALLED BY ASUS)AND CU504.
TAMPERSWITCH INFORMATION. REFER TO SHEET CU501
4" THICK CONCRETE PAD. REFER TO ES SERIES FOR
PREVENTER IN HEATED ENCLOSURE. PROVIDE MINIMUM
PROVIDE ASUS APPROVED FIRE WATER RPZ BACK FLOW 3.
(PROVIDED AND INSTALLED BY ASUS)OVER PIPE.
PROVIDE FIRE WATER LINE. PROVIDE 36" MINIMUM OVER 2.
ASUS)
(PROVIDED AND INSTALLED BY COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE. PROVIDE 36" MINIMUM 1.
1 MATCH LINE - REFER TO SHEET CU411MATCH LINE - REFER TO SHEET CU412
78125#40466 PP
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
H
A/VHA/VA/VA/V
A/VA/VA/V
A/VA/V
A/VA/VA/V
A/VA/VA/V A/V
A/VH
H
84" CHLK W/3SBWMTL GATEWETLANDS
WETLANDS
POLEFLAG
CUT
PAVE
MENT
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKER
78188#39676PP
FOC MARKER 78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT"CAMP MACKALL"
WOODS
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'E=1860342.3367
N=468982.35#17615 RB&C
S
SOIL
ELEV.=283.60'E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'E=1859138.41N=468395.74#17399 RB&C
RR SPIKE IN 18" PINEELEV.=294.79'E=1859061N=468339#17400 TBM US/UCKK USTG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/V
A/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA/V
A/V A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
HH#03
HH#04
HH#05
HH#06
HH#07
HH#08
HH#09
HH#10
MH#001
H HH#11
18" CMP
18" CMP
OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
15" RCP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCP
INV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBW
P
TEL BO
263.99
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
MTL GATEFOC266.11 ROWE LANE
ROWE LAN
EROWE LANE
ROWE LANEROWE LANEDIR. ONLY
T 267.26
C302101-150 PED TELTMH TEL
267.65
TC FOC267.87
GRAVEL ROAD GENERAL RIDG WA Y ROAD
TC FOC268.85
GENER AL RIDGWAY RO ADFOC274.24TMH TEL
274.31
BOL
BOL
TC FOC276.00
S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP
S
11TH ABN DIV ROAD
24" RCP
24" RCP
FOC
278.05TC
BOLLARDS BOLLARDS
SUPPORT COLUMNSMODEL GLIDER
SUPPORT COLUMNMODEL GLIDER BOLLARDS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
BL*700 G MON.
EL*700 G MON.
11TH ABN DIV ROAD
ROCK S/W
S
18" RCP
S STATION HOSPITAL ROAD (GRAVEL)18" RCP
24" RCP
11TH ABN DIV ROAD
S
18" RCP S
18" RCP
18" RCP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
S
11TH ABN DIV ROAD
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU411.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU411.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
FW
CO
YH
POND
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONAREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1FF EL 271.50INSTR CTRLBLDG 7FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-8
YH
YH
FH
CO
SAN
SANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
FWFWWW W W W W WCO
FDC
SDMH-1
SDMH-2
HW-2
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-9
CB-10
CO-1
OUTLET-1
EW-1
UDUDUDUDUDUDUD
FH
WCO
FH
FDFW
FW
FWFWFW
FWCO CO CO
CO
CO CO CO
CO
N
FW
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W
W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFW
FW
FW
FW
COCO CO
CO
CO
CO CO CO
CO
CU412
CU413
CU411
CU410
LEGEND
W
FW
FH
PIV
CO
MH
YARD HYDRANT
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
YD
CU411S.HAGGARDC.HILLM.MEYERN
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.
KEYMAP
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'UTILITY PLANENLARGEDSANITARY SEWER SERVICE.”
ASUS ON THE DESIGN AND INSTALLATION OF THE
OF ASUS. THE CONTRACTOR SHALL COORDINATE WITH
TO THE POINT OF DEMARCATION IS THE RESPONSIBILITY
BUT NOT LIMITED TO SIZE, LOCATION, MANHOLES, ETC.
DESIGN OF THE SANITARY SEWER SYSTEM, INCLUDING
SANITARY SEWER
AND FIRE WATER SERVICE.
WATER DISTRIBUTION LINES, BOTH FOR DOMESTIC
ASUS ON THE DESIGN AND INSTALLATION OF THE
THE CONTRACTOR SHALL COORDINATE WITH
DEMARCATION IS THE RESPONSIBILITY OF ASUS.
HYDRANTS, VALVES, ETC., TO THE POINT OF
INCLUDING BUT NOT LIMITED TO SIZE, LOCATION,
DESIGN OF THE WATER DISTRIBUTION SYSTEM,
WATER DISTRIBUTION
7
7
7
7
7
7
6
6
6
6
6
6
6
5
5
5
5
4
4
4
4
2 2
1 1 1
1
1
1
1
1
1
3 3
12
11
8
6
9
9
9
10
PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE 3/4" DOMESTIC WATER LINE TO YARD HYDRANT. 13.
DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 12.
(PROVIDED AND INSTALLED BY ASUS)
CONNECTION. REFER TO DETAIL ON SHEET CU503.
PROVIDE ASUS APPROVED FIRE DEPARTMENT 11.
DEMARCATION. PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE FIRE WATER LINE FROM POINT OF 10.
DEMARCATION. PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE FROM POINT OF 9.
(PROVIDED AND INSTALLED BY ASUS)
AND GATE VALVE. REFER TO DETAIL ON SHEET CU503.
PROVIDE ASUS APPROVED FIRE HYDRANT ASSEMBLY 8.
INSTALLED BY ASUS)
(PROVIDED AND PROVIDE SANITARY SEWER MANHOLE. 7.
INSTALLED BY ASUS)
(PROVIDED AND PROVIDE SANITARY SEWER LINE. 6.
SHEET CU510.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO 5.
DEMARCATION.
PROVIDE 6" SANITARY SEWER LINE FROM POINT OF 4.
ASUS)
(PROVIDED AND INSTALLED BY DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 3.
(PROVIDED AND INSTALLED BY ASUS)OVER PIPE.
PROVIDE FIRE WATER LINE. PROVIDE 36" MINIMUM OVER 2.
ASUS)
(PROVIDED AND INSTALLED BY COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE. PROVIDE 36" MINIMUM 1.
6
8
1
8
910
10MATCH LINE - REFER TO SHEET CU410MATCH LINE - REFER TO SHEET CU413
13
AREA A2FORMATION
H
A/V A/VA/VWETLANDS
WETLANDS
POLEFLAG
CUT
PAVE
MENT
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKER
78188#39676PP
FOC MARKER 78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT"CAMP MACKALL"
WOODS
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'E=1860342.3367
N=468982.35#17615 RB&C
S
SOIL
ELEV.=283.60'E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'E=1859138.41N=468395.74#17399 RB&C
RR SPIKE IN 18" PINEELEV.=294.79'E=1859061N=468339#17400 TBM US/UCKK USTG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/V
A/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA/V
A/V A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
HH#03
HH#04
HH#05
HH#06
HH#07
HH#08
HH#09
HH#10
MH#001
H HH#11
18" CMP
18" CMP
OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
15" RCP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCP
INV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBW
P
TEL BO
263.99
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
MTL GATEFOC266.11 ROWE LANE
ROWE LAN
EROWE LANE
ROWE LANEROWE LANEDIR. ONLY
T 267.26
C302101-150 PED TELTMH TEL
267.65
TC FOC267.87
GRAVEL ROAD GENERAL RIDG WA Y ROAD
TC FOC268.85
GENER AL RIDGWAY RO ADFOC274.24TMH TEL
274.31
BOL
BOL
TC FOC276.00
S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP
S
11TH ABN DIV ROAD
24" RCP
24" RCP
FOC
278.05TC
BOLLARDS BOLLARDS
SUPPORT COLUMNSMODEL GLIDER
SUPPORT COLUMNMODEL GLIDER BOLLARDS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
BL*700 G MON.
EL*700 G MON.
11TH ABN DIV ROAD
ROCK S/W
S
18" RCP
S STATION HOSPITAL ROAD (GRAVEL)18" RCP
24" RCP
11TH ABN DIV ROAD
S
18" RCP S
18" RCP
18" RCP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
S
11TH ABN DIV ROAD
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU412.dgn16-SEP-202009:09XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU412.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
GARDEN
YH
W
W
FMFMFMFM
BFP W
N
FW
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W
W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFW
FW
FW
FW
COCO CO
CO
CO
CO CO CO
CO
CU412
CU413
CU411
CU410
LEGEND
W
FW
FH
PIV
CO
MH
YARD HYDRANT
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
YD
CU412S.HAGGARDC.HILLM.MEYERN
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.
KEYMAP
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'UTILITY PLANENLARGEDSANITARY SEWER SERVICE.”
ASUS ON THE DESIGN AND INSTALLATION OF THE
OF ASUS. THE CONTRACTOR SHALL COORDINATE WITH
TO THE POINT OF DEMARCATION IS THE RESPONSIBILITY
BUT NOT LIMITED TO SIZE, LOCATION, MANHOLES, ETC.
DESIGN OF THE SANITARY SEWER SYSTEM, INCLUDING
SANITARY SEWER
AND FIRE WATER SERVICE.
WATER DISTRIBUTION LINES, BOTH FOR DOMESTIC
ASUS ON THE DESIGN AND INSTALLATION OF THE
THE CONTRACTOR SHALL COORDINATE WITH
DEMARCATION IS THE RESPONSIBILITY OF ASUS.
HYDRANTS, VALVES, ETC., TO THE POINT OF
INCLUDING BUT NOT LIMITED TO SIZE, LOCATION,
DESIGN OF THE WATER DISTRIBUTION SYSTEM,
WATER DISTRIBUTION
(PROVIDED AND INSTALLED BY ASUS)CU501 AND CU504.
FOR TAMPERSWITCH INFORMATION. REFER TO SHEET
MINIMUM 4" THICK CONCRETE PAD. REFER TO ES SERIES
FLOW PREVENTER IN HEATED ENCLOSURE. PROVIDE
PROVIDE ASUS APPROVED DOMESTIC WATER RPZ BACK 5.
AND INSTALLED BY ASUS)
(PROVIDED CONCRETE VAULT. REFER TO SHEET CU504.
PROVIDE ASUS APPROVED WATER METER IN PRECAST 4.
AND INSTALLED BY ASUS)
(PROVIDED PROVIDE SANITARY SEWER FORCE MAIN. 3.
ASUS)
(PROVIDED AND INSTALLED BY DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 2.
ASUS)
(PROVIDED AND INSTALLED BY COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE. PROVIDE 36" MINIMUM 1.
1
2
1
1
1
1
1
3
1
4 5
MATCH LINE - REFER TO SHEET CU413MATCH LINE - REFER TO SHEET CU411
TGUSUS/USLUS/USL
H HA/VA/VA/V A/V A/V A/V
A/V
HA/VA/
V
A/V A/VA/VA
/V
A
/V
A/V A/V A/VA/VA/V
WETLANDS
WETLANDS
POLEFLAG
CUT
PAVE
MENT
78279#40524PP
CONC HW
CONC HWINV.=261.18'
S
S
S
S
LTINV.=261.78'
KEYPAD
BOLBOL
BOL
BOL
GATE
BOLBOL
FOC MARKER
78188#39676PP
FOC MARKER 78235#39745PP
FOC MARKER
78287#39820 PP
SIGN
SIGN
200 P18#C302 101 TPED
T-POSTS (3)
PAVEMENT CUT
78420#40312PP
78480#40253PP
78270#40514 PP
78193#40487 PP
78359#40371PP
78125#40466 PP
78315#40442PP
FOC MARKER
78541#40197PP
78389#39971 PP
78440#40047 PP
78337#39895PP
GRAVEL ROAD
78495#40122 PP
FOC MARKER
FOC MARKER
END NOT FOUND
BOX BOTTOM=277.51'
INV.OUT=276.68' (NW)
INV.IN=276.81' (S)
TOP=283.13'(NO LID)STMH (BRICK)
BOX BOTTOM=276.58'
INV.OUT=275.74' (S)
INV.IN=275.89' (N)
TOP=281.84'(NO LID)STMH (BRICK)
BOX BOTTOM=277.42'
INV.OUT=276.71' (S)
INV.IN=276.77' (N)
TOP=284.62'(NO LID)STMH (BRICK)
BOX BOTTOM=262.26'TOP=267.65'TMH
TPED #C302101-150
BOL (2)
WD BOL (2)
WD S
(NO ACCESS,LID BOLTED)TOP=274.31'TMH
TOP=264.34'EM
TOP=263.95'#113539EJB
BLDGGUARD MTL 1-STORY
STATIONPHONE
PHONE STATION
CONNECTION UNKNOWN
UNDERGROUND ELECTRIC
STONE MONUMENT"CAMP MACKALL"
WOODS
WOODS
WOODS
WOODS
WOODS
GRAVEL
ELEV.=272.10'E=1860342.3367
N=468982.35#17615 RB&C
S
SOIL
ELEV.=283.60'E=1859437.53N=468482.11#17398 RB&C
ELEV.=293.84'E=1859138.41N=468395.74#17399 RB&C
RR SPIKE IN 18" PINEELEV.=294.79'E=1859061N=468339#17400 TBM US/UCKK USTG
H
H H
USUSUSUS/USL US/USL
US/USLUS/USLUS/USLUS/USL
US/USL
US/USL
H H
H
A/VA/VA/VA/V A/V A/V A/V
A/V
H
HA/VA/VA/V
A/V
A/VA/VA/V
A/V
H
H
H
A/V A/V A/VA/VA/VA/VA/V
A/VA/VA/VA/V
A/V A/V A/V A/VA/VA/VA/V
A/V
A/VA/V
A/VA/VA/V A/V
A/VHH
HHMHHHHH
HH#03
HH#04
HH#05
HH#06
HH#07
HH#08
HH#09
HH#10
MH#001
H HH#11
18" CMP
18" CMP
OFF SITE
BOX BOTTOM=273.28'
INV.OUT=271.84' (E)
INV.IN=271.84' (W)
TOP=276.29'(NO LID)STMH (BRICK)
18" RCP
OFF SITE
BOX BOTTOM=273.61'
INV.OUT=272.58' (E)
INV.IN=272.58' (N)
TOP=277.06'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=275.26'
INV.OUT=274.25' (NE)
INV.IN=274.29' (W)
TOP=280.38'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
INV.OUT=273.18' (S)
INV.IN=273.25' (N)
TOP=279.63'(NO LID, STANDING WATER)
STMH (BRICK)
BOX BOTTOM=274.51'
IN.OUT=273.57' (S)
INV.IN=273.58' (SW)
INV.IN=273.58' (N)
TOP=279.83'(NO LID, STANDING WATER)
STMH (BRICK)
HW
15" RCP
INV.=264.55'
INV.=262.70'
INV.=263.17'
BOX BOTTOM=272.96'
INV.OUT=272.13' (E)INV.IN=272.13' (W)
TOP=276.47'(NO LID)STMH (BRICK)
END NOT FOUND
PIPE DIRECTION
CONC HW
CONC HW 15" RCP
INV.=263.48'
INV.=263.30'84" CHLK W/3SBW84" CHLK W/3SBW
P
TEL BO
263.99
84" CHLK W/3SBW
84" CHLK W/3SBW
W/3SBW84" CHLK 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBWGATE
GATE
84" CHLK W/3SBW
MTL GATEFOC266.11 ROWE LANE
ROWE LAN
EROWE LANE
ROWE LANEROWE LANEDIR. ONLY
T 267.26
C302101-150 PED TELTMH TEL
267.65
TC FOC267.87
GRAVEL ROAD GENERAL RIDG WA Y ROAD
TC FOC268.85
GENER AL RIDGWAY RO ADFOC274.24TMH TEL
274.31
BOL
BOL
TC FOC276.00
S
S
24" RCP
24" RCP
PGENERAL RIDGWA Y ROAD
GEN ERA L RIDG WAY ROAD
24" RCP
S
11TH ABN DIV ROAD
24" RCP
24" RCP
FOC
278.05TC
BOLLARDS BOLLARDS
SUPPORT COLUMNSMODEL GLIDER
SUPPORT COLUMNMODEL GLIDER BOLLARDS
GLIDERMODEL
11TH ABN DIV ROAD
84" CHLK W/3SBW
GUARD RAIL
RAIL
GUARD
GATE
GUARD RAIL
GUARD RAILTEL BO
279.23
CUTPAVEMENT
T
#C302 101 200 P18 PED TEL
279.31 CUTPAVEMENT
SP
SS
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
POST
BL*700 G MON.
EL*700 G MON.
11TH ABN DIV ROAD
ROCK S/W
S
18" RCP
S STATION HOSPITAL ROAD (GRAVEL)18" RCP
24" RCP
11TH ABN DIV ROAD
S
18" RCP S
18" RCP
18" RCP
SLUSS TILLER ROAD
SLUSS TILLER ROAD
S
11TH ABN DIV ROAD
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\05_Civil\SERE_CU413.dgn16-SEP-202009:10XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_CU413.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
CO
STORAGE
WOOD
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
THW-1
GEN
CO
CO
YH
YHYH
YH
FHSANSAN
W W W WSANCO
SDMH-5
SDMH-3
HW-3
CB-11 CB-7
CB-8
CO-2
OUTLET-2
W
UD
FM
W
W W W W W
FW
CO
N
FW
CO
CO
YH
POND
GARDEN
CAMP ACAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONWET POND #1
FF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYH
YH
YH
YH
YH YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
WBFP
W W W W W
W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
W
FMFMFMFM
HW-1
EW-1
UDUDUD
UD UD UDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
FDFW
FW
FWFW
FW
FW
FW
COCO CO
CO
CO
CO CO CO
CO
CU412
CU413
CU411
CU410
LEGEND
W
FW
FH
PIV
CO
MH
YARD HYDRANT
MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
SAN
YD
CU413S.HAGGARDC.HILLM.MEYERN
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.
KEYMAP
SHEET KEYNOTES
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'UTILITY PLANENLARGEDSANITARY SEWER SERVICE.”
ASUS ON THE DESIGN AND INSTALLATION OF THE
OF ASUS. THE CONTRACTOR SHALL COORDINATE WITH
TO THE POINT OF DEMARCATION IS THE RESPONSIBILITY
BUT NOT LIMITED TO SIZE, LOCATION, MANHOLES, ETC.
DESIGN OF THE SANITARY SEWER SYSTEM, INCLUDING
SANITARY SEWER
AND FIRE WATER SERVICE.
WATER DISTRIBUTION LINES, BOTH FOR DOMESTIC
ASUS ON THE DESIGN AND INSTALLATION OF THE
THE CONTRACTOR SHALL COORDINATE WITH
DEMARCATION IS THE RESPONSIBILITY OF ASUS.
HYDRANTS, VALVES, ETC., TO THE POINT OF
INCLUDING BUT NOT LIMITED TO SIZE, LOCATION,
DESIGN OF THE WATER DISTRIBUTION SYSTEM,
WATER DISTRIBUTION
1
1
1
1
1
11
1
1
1
1
1
2
2
2 11
3
3
4
4
5
5
5
7
8
9
12
10
10
PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE 3/4" DOMESTIC WATER LINE TO YARD HYDRANT. 12.
DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 11.
DEMARCATION. PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE FROM POINT OF 10.
AND INSTALLED BY ASUS)
(PROVIDED PROVIDE SANITARY SEWER FORCE MAIN. 9.
(PROVIDED AND INSTALLED BY ASUS)STATION.
PROVIDE ASUS APPROVED SANITARY PUMP8.
(PROVIDED AND INSTALLED BY ASUS)
AND GATE VALVE. REFER TO DETAIL ON SHEET CU503.
PROVIDE ASUS APPROVED FIRE HYDRANT ASSEMBLY 7.
DEMARCATION. PROVIDE 36" MINIMUM COVER OVER PIPE.
PROVIDE FIRE WATER LINE FROM POINT OF 6.
INSTALLED BY ASUS)
(PROVIDED AND PROVIDE SANITARY SEWER LINE. 5.
SHEET CU510.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO 4.
DEMARCATION.
PROVIDE 6" SANITARY SEWER LINE FROM POINT OF 3.
ASUS)
(PROVIDED AND INSTALLED BY DETAIL 1, SHEET CU504.
PROVIDE ASUS APPROVED YARD HYDRANT. REFER TO 2.
ASUS)
(PROVIDED AND INSTALLED BY COVER OVER PIPE.
PROVIDE DOMESTIC WATER LINE. PROVIDE 36" MINIMUM 1.
6
1
9
MATCH LINE - REFER TO SHEET CS412MATCH LINE - REFER TO SHEET CS411
260
260
262 262.6 263
263263.6 264
264265
265
270 266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270 INV = 265.90
FW
CO
CO
YH
GUY
78125#40466 PP
SHWT-1
SHWT-2
SHWT-3
SHWT-4
SHWT-5
SHWT-6
CO
CO
YH
YHYH
YH
YH
YH
YH
YH
YH
CO
FH
FH
CO
SANSAN
SAN
SANSANSANSAN SANSAN SAN SAN SAN
SANSANFW
W
W
W
W
W FWFWW
WWWW
PIV
W
W
BFP
W W W W W W W W WSANCO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15" 18"15"15"15"18"15"
15"15"15"15"6"15"6"15"
15"15"18"18"6"
W
FMFMFMFM
EW-1
UDUDUDUDUDUDUD
UD
FM
BFP W
W
W WFH
W WWCO
W
FH
6"FDFW
FW
FWFWFW
FWFW
CO CO CO
CO
CO
CO CO CO
CO
15"
264 2642652652652
6
5265265265265265265265 26584" CHLK W/3SBW266266266266266266266266266266
266266 266266266266266266266
266
2662
6
6
2
6
6 266266
266266
266
266266
266 266266
266266266266 266266266266266266266266MTL GATE267267267267267
2672672672
67
267267267267267
267267 267267266 268268
268268268268268268267269269269269268270270270270270269271271271270272272272272SOIL ROADSOIL ROAD
2
7
3
274
273
273273273273273 2732722 7 4
274274275275274276275275
CO
WETLANDS
WETLANDS
CO
YH
GATE
PAVEMENT CUT
POND
GARDEN
CAMP ACAMP B
AREA

B
FORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGEWOOD AREA A1FORMATIONFF EL 269.30AV/INTERVIEW STATIONBUILDING 4
FF EL 269.10INSTRUCTIONLIMITED USEBUILDING 1
FF EL 269.30STATIONCAMP AIDBUILDING 3FF EL 270.00AREACOVEREDBUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUI
L
D
I
N
G

8
FF EL270.00KITCHENBLDG 11
FF EL 270.00MULTI-PURPOSEBUILDING 5
FF EL 269.30TOWERBLDG 9
FF EL 269.30INDIVIDUAL TRAININGBUILDING 2FF EL 270.00AREACOVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)36" RCP TRAINING
APPARATUS (TYP)36" RCP TRAINING
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2 TMH-1
TMH-10
TMH-8
THW-1
GEN
CO
CO
YHYHYHYH
YH
YH
YH YH
YH
CO
FH
FH
CO
CO
CO
FDC
SDMH-1
SDMH-5
SDMH-2
SDMH-3
HW-2
HW-3
SDMH-4
CB-2
CB-5 CB-6
CB-3
CB-4
CB-11 CB-7
CB-8
CB-9
CB-10
CO-2
CO-1
OUTLET-1
OUTLET-2
15"
18"15"15"15"18"15"
15"
15"15"15"6"
15"
6"
15"
15"15"18"18"6"
18"
HW-1
EW-1
UDUD UD
UD UDUDUD
UD
FH
CO
FH
6"FDCOCO CO
CO
CO
CO COCO
CO
15"260260261
261261261262
262262
262
262262262262263
263263263263 263263263
263263263263263
84" CHLK W/3SBW 84" CHLK W/3SBW
264 264264264
264
264264
264264264264264264264264
264
264264
264 264264
264 264264264264
264
26484" CHLK W/3SBW
84" CHLK W/3SBW
PN16PN09
W/3SBW
84" CHLK
PN15
PN16
PN15
PN17
PN11
PN19
PN16
PN20
PN11
PN17
PN07
265
265
265265265
265265265 265265
265265
265
265265
265265
265265265
265265
265265265 265
265
265
265 265265265265265265265
265265265265
265265
265
265265
265 265265265
265 265265265265
265
265265
265
265265265265265
265265PN13
PN08
PN08
PN08 84" CHLK W/3SBW84" CHLK W/3SBW84" CHLK W/3SBW
PN10
PN16
PN10
PN09
PN22
PN07
PN24
PN16
PN14
PN16
PN08
PN13
PN15
GATE
GATE
PN09
PN23
PN10
PN18
PN13
PN25
PN16
PN09
PN11
PN12
PN14 PN06
PN09
PN12PN12
PN12
PN12
PN22
PN12
PN04
PN13
PN10
SG03
PN05
PN09
PN22
PN04
PN18
PN14
PN17
PN09
PN15
PN11
PN19
PN15
PN09
PN07
PN18
PN07
PN15
PN04
PN19
PN16
PN16
PN08
PN06
OK04
SG04
PN13
PN09PN08
PN11
SG05
PN08
PN12
PN14
PN20
PN23
PN20
PN12
PN17
PN16
OK11
PN05
PN10
PN13PN14
PN06
PN06
PN07
PN18
PN17
OK04
PN10
PN06
PN15
PN07
PN11
PN21
PN07
PN19
PN12
PN09
PN04
PN12
PN20
PN07
PN12
PN05
OK04
PN07
PN09
PN15
PN08
PN14
PN07
PN15
PN07
PN09
PN06
OK04
PN06
PN07
PN13
PN12
PN04
PN15
PN16
PN11
PN15
PN16
PN18
PN17
OK06
PN10
OK04
PN12
PN07
PN09
DW05
PN13
PN07
PN15
PN14
PN06
OK07
84" CHLK W/3SBW
PN10PN11
PN04
PN05
PN14
PN11
PN07
OK07
PN09
PN05
PN09
PN05
PN11 PN11
PN10
PN04
PN07
PN04
PN13
PN08
SG07
PN11
PN17
PN14
PN12
PN12
OK06 OK06
PN15
PN06
PN10
PN08
PN13
PN07
PN10
PN07
OK15
PN04
PN15
OK04
PN13
OK04
PN12
OK04
PN15
PN14
PN11
PN13
PN06
OK07
PN10
PN07
PN12
PN11
PN05
PN10
OK08
PN16
PN14
OK03
PN16
OK06
PN07
OK05PN08
PN14
PN11
PN05
PN13
DW04
PN09
PN08
PN04
OK06
PN04PN14
PN11
OK05
PN13
PN14
PN05
OK04
PN15
PN11
PN14
PN15
PN20
PN15
PN10
PN16
PN10
PN14
PN07
PN03
PN21
PN13
PN06
PN13
PN14
PN21
PN11
OK03266266266266266 266266266
266266
266266 266266266266266266266
266266 266
266
266266266266
266
266266 26
6266
266266
266
266
266
266
266266
266266266266266
266266
266266266
266 266266266 266266266266266266
266266266266
266266
266266266266266266
26
6266
266266266266
266266266266
26626
6266
266266266
266
266
266 266266266
266
266266266266266266266266266266266266266266
266266266
266266266266266266266266
PN12
PN13
PN10
PN07
PN05
PN14
OK07
PN15
PN15
PN09
PN17
PN06
PN16
PN08
PN12
PN04
PN12
PN08
OK08
PN06
PN15 MTL GATEPN18
PN19
OK07
OK08
PN08
OK06
PN13
PN08
PN05
PN11
PN08
PN16
PN15
PN15
PN12
PN13
OK03
PN14
PN16
DW05
PN06
PN12
PN14
PN21
PN17
PN15
OK04
PN07
PN17
PN08
PN10
PN15
PN09
PN12
PN13
PN11
OK05
PN07
PN14
PN12
PN07
OK07
OK03
PN10
PN10 PN11
SG11
PN16
PN12
PN18
PN09
PN05
PN07
OK05
PN07
PN09
PN05
PN04
PN11
PN08
PN08
PN10
PN11
PN19
PN12
PN12
OK04
PN12
PN08
PN06
DW04
PN13
PN14
PN15
PN08
PN22
PN10
OK05
PN16
PN17
PN20
PN12
PN08
PN16
PN10
PN13
DW05
PN06
PN13
PN18
PN10
PN12
PN05
PN06
PN11
OK04
PN09
PN07
PN15
PN10
PN06
PN12
DW04
PN18
PN10
PN09
OK09
PN14
PN05
OK05
PN13
PN15
PN14
OK05
PN15
PN09
PN08
PN09
PN06
PN10
PN11
PN04
PN06
OK07
PN11
PN12
PN07
PN13
PN11
PN21
PN08
PN12
PN09
PN10
PN06
PN17
PN08
PN11
PN10
PN13
PN04PN13
PN07
CH09
PN13
PN07
PN12
PN15
PN19
PN09
PN10
PN07
PN12
PN15
PN13
PN15
PN07
PN12
OK07
PN06
PN05
PN12
PN15
PN04
OK04
PN06
PN11
OK09
PN12
OK03
PN10
PN09
PN08
DW05
PN05
PN12
PN18
PN08
OK04
OK05
PN24
PN07
PN25
DW06
PN12
PN15
PN09
PN18
OK05
PN05
DW07
PN16
PN07
OK05
PN04
PN06
PN15
PN11
OK08
PN11
OK16
PN14PN07
PN17
OK05
PN21
PN09
PN09
PN13
PN18
PN11
PN16
PN11
PN12
PN12
OK04
PN14
OK18
PN12
PN07
PN08
PN09
PN05
PN15
PN12
PN06
OK05
PN16
PN13
PN13
PN16
DW06
PN05PN09
PN06
PN08
PN05
PN18
PN12
PN12
PN04
DW05
PN06
PN05
PN14
OK05
PN13
PN18
PN14
PN14
PN12
PN07 PN09
PN15
PN17
PN04
PN19
OK07
PN10
SG17
PN16
PN13
PN13
OK05
PN15
PN09
PN09
PN10
PN13
PN11
PN20
PN16
SG04
PN04
PN11
PN13
PN12
PN16
PN13
PN17
PN17
PN17
PN12
PN06
DW05
PN18
PN13
DW05 PN15
PN15
OK07
PN07
OK06
PN10
PN14
PN10
PN17
PN18
OK04
HK13
PN18
PN08PN07
PN10
OK06
PN14
PN13
PN16
PN13
PN06
PN06 PN20
PN17
PN14
PN14
PN05
OK04
PN17
OK07
PN05
PN13
PN12
PN14
PN17
PN17
PN12
PN14
DW03
PN05
PN10
PN15
PN14
PN11
PN14
PN13
OK07
PN13
PN19
OK16
PN16
DW04
PN17
PN05
PN14
PN17
PN15
OK07
OK06OK09
PN17
PN13
PN15
PN12
OK03
PN11
OK03
PN17
OK05
PN11
OK07
PN15
PN11
DW05
PN25
PN15
PN13
PN18
PN16
PN07
PN17
PN11
DW04
PN07
PN08
PN19
PN11
PN14
OK03
PN15
PN20
PN15
PN10
PN13
PN05
OK15
PN08
PN13 TWIN
CH05
PN11
PN09
PN13
PN15
PN08
PN16
PN10
PN20
PN14
PN16
OK07
PN10
PN12
PN12
PN14
PN13
PN16
PN06
PN23
PN10
PN30
PN10
PN12
PN05
PN11
PN16
DW04
PN08PN12
PN04
PN09
PN07
PN12
PN07
OK06
PN15
PN11
PN13
PN09
PN09
PN15
PN12
PN07
PN08
PN16
PN14
PN10
PN19
PN13 PN08
PN06
PN18
PN16PN12
OK13
PN07
PN17
PN19
OK09
PN07
PN23OK09
PN17
PN13
PN09
PN06
PN16
PN06
DW04
PN13
PN14
PN17
PN15
PN14
PN10
PN14
PN21
PN15 PN13
PN26
PN19
PN09
PN19
PN16
PN18
PN15
PN16
PN11
PN09
PN18
PN20
PN14
DW06
PN12
PN13
PN06
PN14
PN16
PN16
PN13
PN08
PN19
PN12
PN16
PN07
PN10
PN17
PN13
PN14 267267267267267267 267267267
267267267267267 267
267267267267267267267267267267267 267
267
267267267267
267
267267267267
267267267
267267267267267267
267 26726
7267267267267267
267
267
267
267
267266
267
267267267
267267267267267267267267267267267
267267267
267
PN15
OK05
PN12
PN16
PN21
PN06
PN16
PN15
PN14
OK17
PN1I6
OK19
OK15
PN16
PN11
PN13
PN17
PN16
OK07
PN15
PN09
OK12
PN23
PN08
PN18
PN15
PN15
PN12
OK04
PN17 PN17
PN14
PN15
PN16
OK09
PN16
PN16
OK08
PN14
PN17
PN18
PN10
PN13
PN10
PN16
DW04 268268268
268268
268268268268268268268268
268
268268268268268 268268
268267268
268268268
268268268268
268PN16
PN17
GENER AL RIDG WAY RO AD
PN15
PN10
PN17PN08
PN12
OK06
269269269269
269269269269
269269
269269269269269269268269269
269PN16
270270270 270270270
270270
27
0270270270270270270269270OK06
PN15
PN17
PN16
OK05
PN11
271271271 271271271271271271
271
271271271
270271271
PN11
PN12GENERAL RIDGWAY RO AD272272
272272272272272272272272
272272272272272
272272272272272
272272272272272 272272PN14
273
273
274
273
273273273273273273
273273273273273
273272273273PN18
PN14
PN15
PN15
PN14
PN16
PN15
PN13
274274 274274274
274274274
274274274274275275275275 275 275 275275275 275
275275275275275275
275
275
27527
5275275
275274275275275
275276276276
276276
276276276276276276276276276276 276276276276 276276276276276275275276276
276GENERAL RIDGWAY ROAD GENERAL RIDGWAY ROAD
277277277277277277277277277277277277
277277277277277277
277
27711TH ABN DIV ROAD278278278278278278278278278278278278278278278278
278
278
278278278
11TH ABN DIV ROAD
84" CHLK W/3SBW
GATE
279279279279279279279279279279279279
279279279279
CUTPAVEMENT
CUTPAVEMENT
11TH ABN DIV ROAD
280280280280
280280
280
280
280
280280 281281281281281281
28128111TH ABN DIV ROAD282282282282
282 282282 283283283283283
283
283283 28428
4284284284284284284 285285285
28528511TH ABN DIV ROAD286287288289290291292293
293
293293293294
294294294
294294
295295
295295
PN26
POND
GARDEN
CAMP A
CAMP B
AREA BFORMATIONPIT #1
PIT #2AREA A2FORMATIONSTORAGE
WOOD AREA A1FORMATIONWET POND #1
FF EL 269.30
AV/INTERVIEW STATION
BUILDING 4
FF EL 269.10
INSTRUCTION
LIMITED USE
BUILDING 1
FF EL 269.30
STATION
CAMP AID
BUILDING 3
FF EL 270.00
AREA
COVERED
BUILDING 12
FF EL 270.34LATRINEBUILDING 10FF EL 271.50INSTR CTRLBLDG 7FF EL 270.70(SLAB ONLY)INSTRUCTIONLARGE GROUPBUILDING 8FF EL270.00
KITCHEN
BLDG 11
FF EL 270.00
MULTI-PURPOSE
BUILDING 5
FF EL 269.30
TOWER
BLDG 9
FF EL 269.30
INDIVIDUAL TRAINING
BUILDING 2
FF EL 270.00
AREA
COVERED
6BLDGTANKFIREWATER
TANKFIREWATER
APPARATUS (TYP)
36" RCP TRAINING
APPARATUS (TYP)
36" RCP TRAINING
WET POND #2
TMH-7
TMH-6
TMH-5
TMH-4
TMH-3
TMH-2
TMH-1
TMH-10
TMH-8
THW-1
GEN
256
257
257
258
258
258
257.50
259
259
259
260
260
260
260
261
261
261
261261
261.5
262
262
262
262
262262.60
262.6
263
263
263
263
263263.60
263.6
264
264264
264264
265
265
265265
270266
266
266
266
266
266266 266266266266266266266
266
266
266
2
6
6
267
267
267267
267
267
267 267267
267
2
6
7 267267267267267267
267
267
267
267
267
267
2
6
7
267269
268
268
268
268268
268
268268 268268
268268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269270 270270
2
7
0 270INV = 265.90
U.S. ARMY CORPS OF ENGINEERSANSI 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\017901\03 CAD_BIM\_Sheets\06_Lndscp\SERE_LP110.dgn16-SEP-202009:10XXX-XX-XXR. BOSTONW912PM-19-C-004269 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAW912PM-18-R-0018SOLICITATION NO.:SOF SERE RESISTANCE TRAINING COMPLEXFY21 PN# 80774CAMP MACKALL, NORTH CAROLINASERE_LP110.dgnSEPTEMBER 2020"FOR OFFICAL USE ONLY"
"FOR OFFICAL USE ONLY"
BAFFLEBAFFLEBAFFLEBAFFLEBAFFLEBAFFLEN
TD
265.50
TD
15" SDCS
CS
T
DTDCSCS
265.50
266.25
TD
T
DTDTDTD260
260
262 262.6 263
263263.6 264
264265
265
270 265
265 265266
266
266
266
266
266
266
266 266266 266266266266266
266
266266
266
266
266 265.50
266
HP 267.00 HP 267.00
HP 267.00
267
267
267267
267
267
267 267267 267
267
267
267
267267267
267
267
267
267
267267
267267
267
267
269TD
267
267
267266
266267267
266.25
267.75
267.75
268
268
268268268
268
268
268 268268
268
268
268 268268268
269
269
269
269
269269
269
269
269269269 269269269271 269269
270 270270
270 270LP110
BASIN 1 = 4.21 ACTO SKIMMER DRAINAGE AREA
BASIN 2 = 2.47 ACTO SKIMMER DRAINAGE AREA
TD-1
TD-2
TD-3
CS-1
CS-2
INV = 265.90
266
LP110
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"=40'-0"
120'80'40'020'40'
KEYMAP
S.HAGGARDC.HILLM.MEYERCONSTRUCTION LIMITS
AREA TO BE PERMANENT SEEDED
WET POND VEGETATIVE SHELF (6' WIDE)
PLANT LEGEND
GENERAL NOTES
QUANTITY.
6-FT. REFER TO SHEET CG508 FOR PLANTLIST AND
AREA. THE MINIMUM SHELF WIDTH SHALL BE
DENISTY OF 50 PLANTS PER 200 SQUARE FEET OF SHELF
HERBACEOUS, NATIVE VEGETATION AT A MINIMUM
WITH A MINIMUM OF THREE DIVERSE SPECIES OF
THE WET POND VEGETATIVE SHELF SHALL BE PLANTED 6.
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO 5.
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. 4.
CREATE A PLANTER BED LOOK.
RECEIVE MULCH SPREAD AROUND EACH PLANT TO
PLANTED TREE AND SHRUB. PERENNIALS TO ALSO
SHREDDED HARDWOOD MULCH AROUND EACH NEWLY
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER) OF 3.
LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST 8 2.
AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF CURBS 1.LANDSCAPE PLANCONCRETE SURFACE
AGGREGATE SURFACE
MULCH WITHOUT FABRIC
GRAVEL WITH WEED BLOCK FABRIC
0.5IN ROUNDED WASHED STONE