PN74813 Parachute Rigging Facility - PN 74813 PARACHUTE RIGGING FACILITY - STORMWATER PLANS 04FEB2019

U.S. ARMY CORPS OF ENGINEERSBPRF_G-001 - Erosion Control.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\01_Gen\BPRF_G-001 - Erosion Control.dgn04-FEB-201915:26 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 201895% DESIGN SUBMITTAL
of Engineers
US Army Corps
®
FORT BRAGG, NORTH CAROLINA
SPECIAL OPERATIONS FORCES (SOF)
PARACHUTE RIGGING FACILITY
PN# 74813
FOR OFFICIAL USE ONLY
SOLICITATION NO.: XXXXXX-XX-X-XXXX
CONTRACT NO.: W912PM-18-C-0014
Wilmington District
G-001A. McCOYR. DOTSONCOVER SHEETK. BLANFODSEDIMENT AND EROSION CONTROL WILL BE STRICTLY ENFORCED.
Date Owner / Developer Signature
Card No.Printed Name and Title
Resources, Compliance inspectors."
North Carolina, Department of the Environmental & Natural
right of entry for periodic on-site evaluation by the State of
erosion before beginning the project. I hereby authorize the
approved training program for the control of sediment and
will have a certificate of attendance of a North Carolina
any responsible personnel involved in the construction project
and/or development will be done pursuant to this plan and that
"I / We hereby certify that all clearing, grading, construction
OWNER / DEVELOPER CERTIFICATION
Date
Printed Name and Title
Regulations."
Department of the Environmental Stormwater Management
Erosion and Sediment Control or current revisions thereof, and
accordance with the 2009 Standards and Specifications for Soil
"I hereby certify that this plan has been designed in
DESIGN CERTIFICATION
Designer's Signature
NC Registration No.
P.E., P.L.S. or R.L.A. (Circle)
engineer."
approved by me and that I am a duly licensed professional
"I hereby certify that these documents were prepared and
PROFESSIONAL CERTIFICATION
License No.Expiration Date39598
39598
SENIOR CIVIL ENGINEER
F. MICHAEL MAYER, PE
12/31/2019
ISSUE DATE: FEBRUARY 2019
EROSION CONTROL AND STORMWATER SUBMITTAL
02/04/2019
U.S. ARMY CORPS OF ENGINEERSBPRF_C-002.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\05_Civil\BPRF_C-002.dgn20-DEC-201813:28 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTAL
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.
10.
9.
8.
7.
6.
5.
4.
3.
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.
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 OLD NORTH UTILITY SERVICES (ONUS). ONUS 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
ONUS IS RESPONSIBLE FOR CONSTRUCTION OF LINE UPSTREAM FROM
FROM A POINT OF DEMARCATION BY OLD NORTH UTILITY SERVICES (ONUS).
FIRE WATER AND POTABLE WATER TO BE PROVIDED TO THE BUILDINGS
4.
3.
2.
1.
ELEVATIONS SHOWN ON CURBS ARE SHOWN AT BOTTOM OF CURB UNLESS OTHERWISE NOTED.
REFER TO SPECIFICATION SECTION 31 00 00 EARTHWORK FOR ADDITIONAL INFORMATION.
PROPERTY OF THE GOVERNMENT.
BY THE CONTRACTING OFFICER. EXCESS SOIL AND BACKFILL MATERIAL SHALL REMAIN THE
OR BACKFILLING SHALL BE STOCKPILED BY THE CONTRACTOR IN AN AREA DESIGNATED ONSITE
SURPLUS MATERIAL OR OTHER SOIL MATERIAL NOT REQUIRED OR SUITABLE FOR FILLING
SEE CG SHEETS FOR STORM DRAINAGE PROFILES AND DETAILS.
DRIP LINE OF THE TREES TO REMAIN.
TREES TO REMAIN. NO FILL FROM THE EXCAVATIONS SHALL BE STOCKPILED WITHIN THE
TRENCH BOXES SHALL BE USED TO INSTALL STORM DRAINAGE LINES AROUND EXISTING

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

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

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

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
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.

1.
11. 1 FOOT CONTOUR INTERVAL
10. FIELD BOOK # 666
9. DATE OF FIELD SURVEY: 23JUL2018 THRU 01AUG2018
IN U.S. SURVEY FEET.
8. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES
LOCATED IN ZONE X (MINIMAL FLOOD RISK).
MAP PANEL #9498, MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS
7. THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
6. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:
1-910-396-0325 AND THE NC ONE CALL CENTER AT 1-800-632-4949.
CONTACTING THE FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT
5. LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY

BASE UTILITY PLANS.
ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND
UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED ON
TO LOCATE ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND
LOCATION INDICATED. NO EXCAVATIONS WERE MADE DURING THIS SURVEY
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON,
BY OTHERS. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND
SURVEYS OF ABOVE GROUND FEATURES AND PAINT MARKS ESTABLISHED
4. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD

WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.
WAS PERFORMED THROUGH THE CONTROL POINTS USED IN THIS SURVEY,
VIRTUAL REFERENCE SYSTEM (VRS). A CLOSED DIFFERENTIAL LEVEL RUN
1988 (NAVD88) FROM GPS OBSERVATIONS USING THE NORTH CAROLINA
ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF
3. VERTICAL CONTROL:
A TRIMBLE R8 GNSS GPS RECEIVER WITH TRIMBLE ACCESS SOFTWARE.
AVERAGE COMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS
WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE
COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP)
DATUM) IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED"
(VRS) IN THE NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011
OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS
2. HORIZONTAL CONTROL:

252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License # P-0551
JOYNER KEENY, PLLC
1. FIELD SURVEYS PERFORMED BY:

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

ADJUSTED WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
THE LIMITS OF CONSTRUCTION AS SHOWN ON THE CONTRACT PLANS NOT BE
FROM DPW, ENRD PROJECT GROUP.
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 CG809.
TREE PROTECTION SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS AND
SEQUENCE ON CG802.
ANY LAND DISTURBING ACTIVITIES OR DEMOLITION. REFER TO EROSION CONTROL
EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING
4 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED.
TO CG701 THRU CG811 FOR DETAILS. TOPSOIL SHALL BE SPREAD AND COMPACTED
AREAS SHALL BE PROTECTED WITH PROPER EROSION CONTROL MEASURES. REFER
TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. ALL STOCKPILE
FLUORESCENT ORANGE SHEETING IN ACCORDANCE WITH NCDOT .
ALL TRAFFIC CONTROL SIGNS SHALL BE TYPE VII, VIII, OR IX "HIGH INTENSITY"
THE DESIGN.
BRAGG INSTALLATION CIVIL ENGINEER SHALL HAVE THE FINAL APPROVAL OF
ENGINEER IN THE STATE OF NORTH CAROLINA AT THE DISCRETION OF THE FORT
CONTROL PLAN SIGNED AND SEALED BY A LICENSED PROFESSIONAL TRAFFIC
APPLICABLE, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A TRAFFIC
NCDOT CONTRACTOR (BONDED IN THE STATE OF NORTH CAROLINA). IF
LIST). ALL WORK SHALL BE CONTRACTED TO A LICENSED OR CERTIFIED
ALL MATERIAL MUST BE ON THE NCDOT APPROVED QPL (QUALIFIED PRODUCTS
MUTCD AND CURRENT NCDOT STANDARDS DRAWINGS AND SPECIFICATIONS.
ALL ROADWAY SIGNING USED ON FORT BRAGG SHALL BE IN COMPLIANCE WITH
APPROVED ON THE NCDOT QPL.
MARKERS SHALL BE “SNOW PLOWABLE”PAVEMENT MARKERS OF A TYPE
PLACEMENT AND REPLACEMENT OF PAVEMENT MARKINGS. PAVEMENT
THE CONTRACTOR SHALL COMPLY WITH THE NCDOT TIME LIMITIATIONS FOR
TO DO THIS TYPE WORK.
CONTRACTOR ASSIGNED THIS TYPE WORK SHALL BE CERTIFIED BY NCDOT
THE APPROVED QPL (QUALIFIED PRODUCTS LIST). A PAVEMENT MARKING
SHALL BE USED ON CONCRETE SURFACES PER NCDOT SPECIFICATION AND ON
QUALIFIED PRODUCT LIST (QPL) FOR ASPHALT SURFACES. 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
C-002CIVIL GENERAL NOTESS.CURRYM.MEYERS.HAGGARD
CONC
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
BOTTOM BOX=257.22'
TOP=266.87'
ASPHALT
ASPHALT
URBAN FREEDOM WAY
ASPHALT
ASPHALT
AND HAND HOLE
ON CONC PAD
EJB
CONC
CONC
CONC
ELEVATION=262.1'
BORE HOLE
E
L
E
V
A
T
IO
N
=264.6'
B
O
R
E H
O
L
E
ELEVATION=260.4'
BORE HOLE
WOODS24"
20"
12"16"
14"
15"
15"
14"O
9"O
20"
8"
14"
15"
15"6"O
6"C
22"
WOODS
36"
32"O
6"D
24"PE
7"O
7"O
12"O9"
6"6"
6"7"42"PE
24"PE
11"O
24"PE
24"PE
6"D
22"PE
21"PE
6"O
6"C
WOODS
24"O
22"O
24"O
FACILITYPARACHUTE RIGGINGFF EL 266.00'BIO-RETENTION
EXISTING
SN2
SN7
SN1
SN8
SN3
SN4
SN6SN5
SN11
SN12
SN9
SN13
SN14
#1
BIO-RETENTION
#2
BIO-RETENTION
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
INV.OUT=248.12' (NW)
INV.IN=248.24' (SW)
TOP=265.44'
RAP
RIP
RAP
RIP
RIP RAP RIP RAP
256
257
257
257257257ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT 258258
258
258258258258258
259 259259
259259259259259259
2
5
9259
259
2
5
9
259259S
48" RCP15" RCP
48" RCP
260260260
260
260
260 260260260260260260260
260
260260260260260260S
T 261261261261261261261
261
261261261
261
261
261
261261
261261261261261 2612
61261261SN10
262 262262262
2
6
2262262262262262262262262262262 262262262
262262262262262
262
262 262262262
262262262262262T
D ST
R
E
E
T (A
B
A
N
D
O
N
E
D
)6"
C
PP48" RCP48" RCP2632632632632632
63263263263263263263
263 263263263263263
263
263263263263 263263263BARBED WIRE
WITH 3 STRAND
84" CHAIN LINK FENCE
P 264264264264
2
6
4264264264
2
6
4
264
264
264
264
264264264264264
264264
264264 2648" HDPES
2652652652652652652652652
6
5 265265265265265265265
265
265
265
265 265265265265265265265
265265
265265
48" RCP
S48" RCP96" C
H
A
IN LIN
K FEN
C
E W
ITH 3 ST
R
A
N
D
B
A
R
B
ED W
IR
E
S
INV.OUT=259.62' (SE)
INV.IN=259.83' (NE)
TOP=264.22'96" C
H
A
IN L
IN
K
F
EN
C
E W
ITH 3 ST
R
A
N
D B
A
R
B
E
D W
IR
E
INV.=263.07'
INV.=262.80'
INV.=265.59'
6" CPP
8" HDPE266266266266266266266266266
266
266266266
266266
266
266
266
266
266266 266266266266266266266266266
266 266266
URBAN FREEDOM WAYT267267267
267
2
6
7267267267267
267
267
267
267267267 267267267267267267267267267
267 WITH 3 STRAND BARBED WIRE96" CHAIN LINK FENCE G
RA
VEL RO
A
D
96" CHAIN
LINK
FENCE
W
ITH
3
STRAND
BARBED
WIRE
GATE
268
268
268
268 268
268
268
268268268268
268268268268268268
268268268268 269269
269
269
269
269
269269269269269 269269269270270270 270270
270
270GRAVEL ROADGRAVEL ROADGATE
DRIVE
GRAVEL
GRAVEL LOT
CONC PAD
SHELTER OVER
GRAVEL ROAD27196" CHAI
N LI
NK FENCE WI
TH 3 STRAND BARBED
W
I
RE96" CHAI
N LI
NK FENCE WI
TH 3 STRAND BARBED
W
I
RE72" C
HAIN LI
NK FE
NC
E WIT
H 3 S
T
R
AND
B
AR
B
E
D WI
R
E
TO TORA BORA BLVDRFP-B-13
RFP-B-11
RFP-B-12
RFP-B-03
RFP-B-04
RFP-B-05
RFP-B-07
RFP-B-01
RFP-B-02
RFP-B-10
RFP-B-09
RFP-B-08
B-103
S-104
S-103
P-103
B-105 P-102
P-101
RFP-B-06
B-102
S-102
B-101
S-101
P-106
P-105
P-107
P-104
B-104
U.S. ARMY CORPS OF ENGINEERSBPRF_B-101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\04_Geotech\BPRF_B-101.dgn20-DEC-201813:26 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTAL
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.B-101S.HAGGARDGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'S.CURRYM.MEYERBORING PLAN
SITE
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
BOTTOM BOX=257.22'
TOP=266.87'
ELEVATION=257.72'
E=1989787.91
N=485721.29
#18 RB&C
ELEVATION=261.30'
E=1989897.14
N=485522.55
#11 RB&C
ELEVATION=266.88'
E=1989983.98
N=485865.05
#12 RB&C
ELEVATION=267.31'
E=1990268.11
N=485925.18
#6 RB&C
ELEVATION=264.83'
E=1990406.72
N=485598.22
#5 RB&C
ELEVATION=258.83'
E=1990704.28
N=485464.56
#10004 RB&C
ELEVATION=262.30'
E=1991041.74
N=485514.99
#10002 RB&C
ELEVATION=269.78'
E=1,990,409.57
N=486,272.82
#7 RB&C
ELEVATION=267.54'
E=1990767.83
N=486104.00
#10000 RB&C
ELEVATION=268.17'
E=1991138.56
N=485978.93
#10001 RB&C
ELEVATION=264.76'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10008 TBM
ELEVATION=262.22'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
ELEVATION=270.98'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10003 TBM
ELEVATION=267.27'
E=1989989.36
N=486071.61
#13 RB&C
CONC
CONC
CONC
CONC
WOODS
6"
8"
24"
6"
6"
6"
15"13"
24"
11"O
20"
12"16"
14"
15"
15"O
15"
14"O
9"O
20"
8"
14"
15"
15"6"O
6"C
22"
WOODS
WOODS
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=251.49' (N)
INV.IN=252.38' (W)
TOP=259.05'
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT OFF-SITE
INV.IN=245.34' (S)
TOP=256.56'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
INV.OUT=248.12' (NW)
INV.IN=248.24' (SW)
TOP=265.44'
256
S
257 257
257257257258 258258 258
258258258258258
259
259
259
259
259 259259
259259259259259259259259
259
259
259259S
S48" RCP15" RCP
48" RCP
260
260
260
260
260
260260260
260
260
260 260260260260
260260260
260260
260260260260260260260260260
S
T
261 261
261 261
261261261
261
261
261261261261261261261261261261261
261
261261
261
261261261
261261261261261 26126
1261261262 262262
262
262262262262262262262262262262
262
262
262
262
262
262
262
262262
262
262
262
262262262262262
262262262262262
262
262 262262262262
262
262262262262T 6" CPP48" RCP48" RCP263263263263263263263263
263263
263263
263
263
263
263
263
263
263
263
263 263263263263263
263
2
63263263263 263263263P 26426426 4
264
264
26
4264264
264
264
264
264
264
264
264
264264
264
264264
264
2642642642642642
64264
264264 264S
265
2652652652652652
65265265265 265265265265265265265
265
265
265
265265
265
265
265
265
2
6
5
265
265 265265265265265265265
265265
265265
265265
265
2652
6
5 48" RCP48" RCP
S48" RCPS
INV.=263.07'
INV.=262.80'
INV.=265.71'
6" CPP
15" RCP 266266266266266266266266
266
266266266
266266
266
266
266
266
266266
266266
266
266
26
6266
266266 2
6
6
266
2
66 266266266266266266266
266 266266266
266 266266
T267267267
267
267267267
26
7267
267
267
267
267267267
267
267
2
67
26
7267
267
267
267
2
67267
267267267267267267267267267
267 267267
267
267
268
268
268268268268268268268
268
268 268
268
268
268
268
268
268
268268268268268268
268268268268268
268
268
268
268
268
2 6 8268 269269269
269
269
269
269
2
69269269269269 269269269 269270
270
270 270270
270
270270POLE W/LIGHT
T271271
271271271
2
72
272272272
272
272
U.S. ARMY CORPS OF ENGINEERSBPRF_V-101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\03_SurvMap\BPRF_V-101.dgn20-DEC-201813:26 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTALMETER BOXESUNKNOWNMETER BOXESUNKNOWNCONC
CONC
CONC
CONC
CONC
TIMBER PILE
96" CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE
96" CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE
GUARD SHACK
1 STORY
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
BOTTOM BOX=257.22'
TOP=266.87'
BOTTOM BOX=260.94'
TOP=270.57'
ASPHALT
ASPHALT
URBAN FREEDOM WAY
ASPHALT
ASPHALT
POND
RETENTION
STORMWATER
ELEVATION=257.72'
E=1989787.91
N=485721.29
#18 RB&C
ELEVATION=261.30'
E=1989897.14
N=485522.55
#11 RB&C
ELEVATION=267.31'
E=1990268.11
N=485925.18
#6 RB&C
ELEVATION=264.83'
E=1990406.72
N=485598.22
#5 RB&C
ELEVATION=258.83'
E=1990704.28
N=485464.56
#10004 RB&C
ELEVATION=262.30'
E=1991041.74
N=485514.99
#10002 RB&C
ELEVATION=269.78'
E=1,990,409.57
N=486,272.82
#7 RB&C
ELEVATION=267.54'
E=1990767.83
N=486104.00
#10000 RB&C
ELEVATION=264.76'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10008 TBM
ELEVATION=262.22'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
ELEVATION=270.98'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10003 TBM
ELEVA
TION=264.6'
BO
RE HO
LE
ELEVATION=262.1'
BORE HOLE
ELEVATION=261.2'
BORE HOLE
ELEVATION=262.2'
BORE HOLE
ELEVATION=267.3'
BORE HOLE
ELEVATION=260.2'
BORE HOLE
ELEVATION=262.4'
BORE HOLE
AND HAND HOLE
ON CONC PAD
EJB
ELEVATION=260.4'
BORE HOLE
ELEVATION=267.27'
E=1989989.36
N=486071.61
#13 RB&C
ELEVATION=266.88'
E=1989983.98
N=485865.05
RB&C
#12
ELEVATION=268.17'
E=1991138.56
N=485978.93
RB&C
#10001
UNDERGROUND POWER LINE
UNDERGROUND SANITARY SEWER
UNDERGROUND FIBER OPTIC LINE
UNDERGROUND GAS LINE
UNDERGROUND WATER LINE
WOODSLINE OR TREELINE
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EDGE OF PAVEMENT
BACK OF CURB
TEST HOLE OR SOIL BORING
TEMPORARY BENCHMARK
STORM SEWER MANHOLE
TELEPHONE POLE WITH POWER
POWER POLE
POWER MANHOLE
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
LIGHT POLE
ELECTRIC METER
TELEPHONE MANHOLE
GAS VALVE
GAS METER
WELL
WATER VALVE
FIRE HYDRANT
SANITARY SEWER MANHOLE
SIGN
BOLLARD
WATER METER
POWER POLE WITH LIGHT
EJB
REBAR WITH CAP
ASPHALT HATCH
FENCE LINE
ELECTRIC JUNCTION BOX
SPOT ELEVATION
(NOT TO SCALE)
VICINITY MAP
CHICKEN RD
URBAN FREEDOM WAY
TORA BORA BLVD
AFRICAN LION BLVDDATESTEPHEN R. WOLFE, NC PLS #L-3259
___________________________________________________________________________________
OF ________________, A.D. 20______.
DATUMS; WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL THIS _____ DAY
GEODETIC SURVEY; THIS METHOD PRODUCES RESULTS IN NAD83/2011 AND NAVD1988
CONTINUOUSLY OPERATING REFERENCE STATIONS MAINTAINED BY THE NORTH CAROLINA
OBSERVATIONS USING A TRIMBLE R8GNSS DUAL FREQUENCY RECEIVER UTILIZING THE
VERTICAL CONTROL VALUES WERE DERIVED BY VRS (VIRTUAL REFERENCE SYSTEM) GPS
THAT THE FIELD SURVEY WAS COMPLETED ON 01AUG2018; THAT THE HORIZONTAL AND
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
PRIME CONTRACT # W912HN-18-C-001415.
706-868-1037 (OFFICE)
MASON McKNIGHT IV
AUGUSTA, GA 30917 (MAILING ADDRESS)
P.O. BOX 211900
AUGUSTA, GA 30907
635-A NW FRONTAGE ROAD (STREET ADDRESS)
ACC CONSTRUCTION COMPANY, INC.CLIENT AUTHORIZING WORK:14.
JOYNER KEENY FILE NAME: 180076A_FORT BRAGG_PARACHUTE RIGGING_TOPO_DGN_180802.DGN13.
JOYNER KEENY PROJECT # 180076A12.
1 FOOT CONTOUR INTERVAL11.
FIELD BOOK # 66610.
DATE OF FIELD SURVEY: 23JUL2018 THRU 01AUG20189.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY FEET.8.
MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X (MINIMAL FLOOD RISK).
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL #9498,7.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE NC ONE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS.
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED
NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC.
GROUND FEATURES AND PAINT MARKS ESTABLISHED BY OTHERS. THE SURVEYOR DOES NOT
THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.
THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.
CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH THE CONTROL POINTS USED IN
GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS). A
ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM
VERTICAL CONTROL:3.
ACCESS SOFTWARE.GPS RECEIVER WITH TRIMBLE
COMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS A TRIMBLE R8 GNSS
WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE AVERAGE
SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP)
GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. COORDINATES
NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE NORTH CAROLINAUSING THE
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS
HORIZONTAL CONTROL:2.

252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License # P-0551
JOYNER KEENY, PLLC
FIELD SURVEYS PERFORMED BY:1.
NOTES:
DATESTEPHEN R. WOLFE, NC PLS #L-3259
___________________________________________________________________________________
OF ________________, A.D. 20______.
DATUMS; WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL THIS _____ DAY
GEODETIC SURVEY; THIS METHOD PRODUCES RESULTS IN NAD83/2011 AND NAVD1988
CONTINUOUSLY OPERATING REFERENCE STATIONS MAINTAINED BY THE NORTH CAROLINA
OBSERVATIONS USING A TRIMBLE R8GNSS DUAL FREQUENCY RECEIVER UTILIZING THE
VERTICAL CONTROL VALUES WERE DERIVED BY VRS (VIRTUAL REFERENCE SYSTEM) GPS
THAT THE FIELD SURVEY WAS COMPLETED ON 01AUG2018; THAT THE HORIZONTAL AND
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
PRIME CONTRACT # W912HN-18-C-001415.
706-868-1037 (OFFICE)
MASON McKNIGHT IV
AUGUSTA, GA 30917 (MAILING ADDRESS)
P.O. BOX 211900
AUGUSTA, GA 30907
635-A NW FRONTAGE ROAD (STREET ADDRESS)
ACC CONSTRUCTION COMPANY, INC.CLIENT AUTHORIZING WORK:14.
JOYNER KEENY FILE NAME: 180076A_FORT BRAGG_PARACHUTE RIGGING_TOPO_DGN_180802.DGN13.
JOYNER KEENY PROJECT # 180076A12.
1 FOOT CONTOUR INTERVAL11.
FIELD BOOK # 66610.
DATE OF FIELD SURVEY: 23JUL2018 THRU 01AUG20189.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY FEET.8.
MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X (MINIMAL FLOOD RISK).
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL #9498,7.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE NC ONE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS.
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED
NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC.
GROUND FEATURES AND PAINT MARKS ESTABLISHED BY OTHERS. THE SURVEYOR DOES NOT
THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.
THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.
CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH THE CONTROL POINTS USED IN
GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS). A
ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM
VERTICAL CONTROL:3.
ACCESS SOFTWARE.GPS RECEIVER WITH TRIMBLE
COMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS A TRIMBLE R8 GNSS
WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE AVERAGE
SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP)
GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. COORDINATES
NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE NORTH CAROLINAUSING THE
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS
HORIZONTAL CONTROL:2.

252-985-6026 (FAX)
252-977-3124 (OFFICE)
ROCKY MOUNT, NORTH CAROLINA 27804
P.O. BOX 7533
1051 NORTH WINSTEAD AVENUE
N.C. Firm License # P-0551
JOYNER KEENY, PLLC
FIELD SURVEYS PERFORMED BY:1.
NOTES:
DATESTEPHEN R. WOLFE, NC PLS #L-3259
___________________________________________________________________________________
OF ________________, A.D. 20______.
DATUMS; WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL THIS _____ DAY
GEODETIC SURVEY; THIS METHOD PRODUCES RESULTS IN NAD83/2011 AND NAVD1988
CONTINUOUSLY OPERATING REFERENCE STATIONS MAINTAINED BY THE NORTH CAROLINA
OBSERVATIONS USING A TRIMBLE R8GNSS DUAL FREQUENCY RECEIVER UTILIZING THE
VERTICAL CONTROL VALUES WERE DERIVED BY VRS (VIRTUAL REFERENCE SYSTEM) GPS
THAT THE FIELD SURVEY WAS COMPLETED ON 01AUG2018; THAT THE HORIZONTAL AND
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
PRIME CONTRACT # W912HN-18-C-001415.
706-868-1037 (OFFICE)
MASON McKNIGHT IV
AUGUSTA, GA 30917 (MAILING ADDRESS)
P.O. BOX 211900
AUGUSTA, GA 30907
635-A NW FRONTAGE ROAD (STREET ADDRESS)
ACC CONSTRUCTION COMPANY, INC.CLIENT AUTHORIZING WORK:14.
JOYNER KEENY FILE NAME: 180076A_FORT BRAGG_PARACHUTE RIGGING_TOPO_DGN_180802.DGN13.
JOYNER KEENY PROJECT # 180076A12.
1 FOOT CONTOUR INTERVAL11.
FIELD BOOK # 66610.
DATE OF FIELD SURVEY: 23JUL2018 THRU 01AUG20189.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN U.S. SURVEY FEET.8.
MAP NUMBER 3710949800J, MAP REVISED 01/05/07 AND IS LOCATED IN ZONE X (MINIMAL FLOOD RISK).
THIS PROPERTY IS SHOWN ON FEMA, NORTH CAROLINA FLOOD INSURANCE RATE MAP PANEL #9498,7.
D. HAZARDOUS WASTE
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS;
B. WETLANDS;
A. UNDERGROUND STORAGE FACILITIES;
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:6.
CALL CENTER AT 1-800-632-4949.
FORT BRAGG DPW BASE UTILITY LOCATOR SERVICES AT 1-910-396-0325 AND THE NC ONE
LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE 5.
ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS.
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED
NO EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. GROUND FEATURES AND PAINT MARKS ESTABLISHED BY OTHERS. THE SURVEYOR DOES NOT THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE 4.THIS SURVEY, WHICH MET OR EXCEEDS THIRD (3RD) ORDER ACCURACY STANDARDS.CLOSED DIFFERENTIAL LEVEL RUN WAS PERFORMED THROUGH THE CONTROL POINTS USED IN GPS OBSERVATIONS USING THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS). A ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM VERTICAL CONTROL:3.ACCESS SOFTWARE.GPS RECEIVER WITH TRIMBLECOMBINED FACTOR USED IS 0.99987192. EQUIPMENT USED WAS A TRIMBLE R8 GNSS WITH GRID COORDINATES NORTH = 485529.620, EAST = 1991120.385. THE AVERAGE SHOWN ARE "LOCALIZED" COORDINATES HOLDING CONTROL POINT #1 (REBAR WITH JK CAP) GRID COORDINATE SYSTEM (NAD83/2011 DATUM) IN U.S. SURVEY FEET. COORDINATESNORTH CAROLINA VIRTUAL REFERENCE SYSTEM (VRS) IN THE NORTH CAROLINAUSING THETHE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON GPS OBSERVATIONS HORIZONTAL CONTROL:2. 252-985-6026 (FAX) 252-977-3124 (OFFICE) ROCKY MOUNT, NORTH CAROLINA 27804 P.O. BOX 7533 1051 NORTH WINSTEAD AVENUE N.C. Firm License # P-0551 JOYNER KEENY, PLLC FIELD SURVEYS PERFORMED BY:1. NOTES:
P
S
T
T
C
G
PPL
FH
GV
GM
PP
WL
SB
EM
WV
WM
PPP
PPL
SGN
BOL
PMH
TBM
TMH
SSMH
STMH
CATV
RB&C
TELPED
V-111
V-110
LEGEND
RIP RAPRIP RAP
RAP
RIP
RAP
RIP
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT=251.49' (N)
INV.IN=252.38' (W)
TOP=259.05'
INV.OUT=248.12' (NW)
INV.IN=248.24' (SW)
TOP=265.44'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
INV.OUT OFF-SITE
INV.IN=245.34' (S)
TOP=256.56'
255.99 256.37B STREET (ABANDONED)S
256.75
257.48
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
257.58
258.33
258.36
258.56 258.62
258.72258.79
258.82
258.82
258.83
258.84
258.86
258.87
258.88
258.89
258.90
258.92
258.97
D STREET (ABANDONED)
MCINTYRE TRAIL (ABANDONED)
258.99
259.01 259.02
259.03
S
259.05259.05
S
259.07
259.10259.11
259.13
259.18
259.21
259.23
259.23
259.24259.25
259.27
259.28
259.31
259.32
259.33
259.39
259.42
259.43
48" RCP259.47
15" RCP
259.50
259.51
259.51
259.55 48" RCP
259.62
259.64
259.68
259.70
259.72
259.74
259.81
259.85
259.89
259.89
259.92
259.94
259.98
260.00
260.03
260.04
260.05
260.05
260.05
S
260.11
260.19
260.20 260.21
260.22
260.22260.23
260.24
260.27
260.28
260.30
260.37
260.38
T
260.45
260.47
260.54
260.56
260.58
260.60
260.62
260.68
260.69
260.71
260.73
260.79
260.82
260.83
260.84
260.85
260.90
260.92
260.92
260.93
260.93
260.94
260.96
261.05
261.08
261.09
261.10
261.13
261.15
261.16
261.17
261.18
261.18
261.23
261.27
261.27
261.27
261.28
261.31
261.32
261.37
261.43
261.46
261.47
261.50
261.50
261.51
261.57
261.58
261.60
261.60261.63261.65
261.66
261.68
261.68
261.69
261.71
261.73
261.75
261.77
261.78
261.82
261.90
261.90
261.92
261.92
261.97
261.99
261.99
261.99
262.03
262.04
262.05
262.05
262.05
262.06
262.08
262.09
262.10
262.12
262.14
262.16
262.17
262.18
262.21
262.22
T
262.24
262.24
262.24
262.25
262.24
262.39
262.40
262.42
262.42
262.43
262.45
D
S
TRE
ET (A
BANDON
ED
)262.45
262.48
262.48
262.49
262.50
262.53
262.53
262.55
262.56
262.58
262.58
262.61
262.61
262.63
262.67
262.70
262.71
262.72
262.73
262.75
262.75
262.77
262.77
262.78
262.78
262.79
262.80
262.82
262.82
262.89
262.89
262.89
262.90
262.93
262.94
262.94
262.95
262.95
6" CPP262.97
262.9748" RCP48" RCP263.00
263.02
263.05
263.05
263.06
263.06
263.08
263.09
263.10
263.13
263.12
263.13
263.14
263.14
263.16
263.16
263.17
263.20
263.24
263.25
BARBED WIRE
WITH 3 STRAND
84" CHAIN LINK FENCE
263.26
263.28
263.31
P
263.34
263.34
263.34
263.34
263.35
263.35
263.36
263.38
263.38
263.39
263.41
263.41263.44
263.45
263.47
263.50
263.52
263.52
263.52
263.53
263.54
263.55
263.55
263.56
263.56
263.56
263.57
263.58
263.60
263.61
263.61
263.63
263.64
263.64
263.64
263.64
263.64
263.66
263.67
263.69263.70
263.71
263.72
263.75
263.75
263.80
263.80
263.82 263.86
263.89
263.89
263.91
263.92
263.93
263.94
263.95
263.95
263.96
263.96
263.96
263.97
263.97
263.99
263.98
264.03
264.05
264.06
264.07
264.09
264.11
264.13
264.14
8" HDPE264.15
264.15
264.17
264.20
264.20
264.20
264.20
264.21
264.22
264.22
264.22
264.23
264.23
264.26
264.28
264.30
264.31
264.32
264.32
264.32
264.32
264.33
264.33
264.37
264.38
264.41
264.40
264.41
264.41
264.41
264.41
264.42
264.42
264.47
264.48
264.51
264.51
264.53
264.60
264.62
264.63
264.64
264.68
264.67
264.69
264.73
264.73
264.74
264.76264.78
264.81
264.81
264.82
264.82 264.84
264.85
264.85
264.87
264.89
264.89
S
264.90
264.90
264.90
264.90264.90
264.91
264.92
264.92
264.92
264.94
264.94
264.95
264.96
264.97
265.00
265.02
265.02
265.0348" RCP265.09
48" RCP
S
265.12
265.12
265.12
265.13
265.14
265.14
265.14
265.15
265.17
265.17
265.19
265.19
265.2148" RCP265.23
265.23
265.24
265.25
265.26
265.26
265.27
265.28
265.28
265.29
265.29
265.30
265.30
265.31
265.33
265.34
265.35
265.35
265.37
265.39
265.39
265.40
265.40
265.40
265.40
265.41
96
" CH
A
IN LINK FENC
E W
ITH 3 STR
AND B
ARB
ED W
IR
E
265.43
265.43
265.44
S
265.46
265.48
265.48
265.48
265.48
265.52
BEYOND SURVEY LIMITS
BEYOND SURVEY LIMITS
BEYOND SURVEY LIMITSBEYOND SURVEY LIMITS
BEYOND SURVEY LIMITS
BEYOND SURVEY LIMITS
265.53
265.53
INV.OUT=259.62' (SE)
265.56
265.57
INV.IN=259.83' (NE)
265.61
265.62
265.63
265.64
INV.=265.71'
INV.=263.07'
INV.=262.80'96" CHA
IN LINK FENCE W
ITH 3 STRAND BARBED W
IRE
TOP=264.22'
6" CPP
265.64
265.65
INV.OUT=252.38' (W)
INV.IN=252.52' (E)
TOP=257.26'
265.66 2" FORCE MAIN W ITH 8" CPP265.67
265.68
10" PVC
15" RCP
265.68 8" HDPE8" PVC
265.69
265.69
265.70
265.71
265.71
265.73
INV.OUT=263.16' (SW)
INV.IN=263.52' (NE)
TOP=267.02'265.75
265.80
265.80
265.82
265.82
265.83
265.84
265.85
265.85
265.86
265.86
265.87
265.87
265.89
265.90
265.91
265.91
265.91
265.91
265.92
265.94
265.94
265.95
265.95
265.96
265.97
265.99
265.99
265.99
266.00
266.01
266.01
266.02
266.03
266.04
266.05
266.05
266.05
266.06
266.09
266.11
266.11
266.12
266.12
266.13
266.14
266.14
266.15
266.15
266.15
266.15 266.16
266.17
266.17
266.18
266.18
266.18
266.19
266.20 266.20
266.22
266.23
266.24
URBAN FREEDOM WAY266.29
266.29
266.29
266.29
266.29
266.30
266.31
266.32
266.32
266.33
266.35
266.35
266.36
266.36
266.37
266.37
266.38
266.38
266.39
266.39
266.41
266.42
266.44
266.45
266.45
266.45266.46
266.47
266.48
266.49
266.49
266.49
266.55
266.56
266.57
266.57
266.59
266.59
266.60
266.62
266.63
266.63
266.66
266.66
266.66
266.67
266.68
266.69
266.69
266.68
266.71
266.72
266.74
266.75
266.75
266.76
266.76
266.77
266.77
266.79
266.79
266.81
266.81
266.81
266.82
266.83
266.85
266.86
266.87
T
266.88
266.88
266.89
266.89
266.91
266.91
266.91
266.92
266.92
266.93266.95
266.95
266.97
266.98
266.99 266.99
267.00
267.00
267.01WITH 3 STRAND BARBED WIRE96" CHAIN LINK FENCE 267.04
267.05
267.06
267.06
267.06
267.06
267.07
267.07
267.07
267.07
267.09
267.10
267.10
267.11
267.12
267.14267.16
267.17
267.17
267.21
267.21
G
R
AV
EL RO
AD
267.25
267.25
267.27
267.29
267.30
267.30
267.31
267.31
267.32
267.32
267.32
267.34
267.34
267.34
267.35
267.35
267.35
267.36
267.37
267.39
267.40
267.41
267.41
267.42
267.42
267.42
267.43
96" CHAIN LINK FENCE
WITH
3 STRAND BARBED
WIRE
267.43
267.45
267.44
267.47
267.49
267.49
267.49
267.52
267.52
267.52
267.53
267.53
267.54
267.54
267.54
267.55
267.55
267.55
267.56
267.56
267.56
267.57
267.58
267.59
267.60
267.60
267.60
267.60
267.61
267.62
267.62
267.62
267.62
267.64
267.64
267.64
GATE
267.66
267.66
267.66
267.67
267.69
267.69
267.70
267.71
267.72
267.73
267.73
267.73
267.73
267.74
267.74
267.76
267.76
267.77
267.79
267.79
267.79
267.81
267.81
267.84
267.83
267.84
267.84
267.85
267.86
267.86
267.87
267.87
267.88
267.89
267.90
267.90
267.93
267.95267.96
267.97
267.97
267.98
267.98
267.98
267.99
267.99268.00
268.00
268.02
268.02
268.02
268.05
268.07
268.07
268.08
268.09
268.12
268.12
268.12
268.14
268.16
268.16
268.17
268.18
268.18
268.19
268.20
268.21
268.23268.25
268.25
268.26
268.26
268.26
268.27
268.27
268.28
268.28
268.31
268.33
268.35
268.35
BARBED WIRE
WITH 3 STRAND
96" CHAIN LINK FENCE
268.38
268.44
268.44
268.45
268.45
268.46
268.46
268.50
268.51
268.54
268.55
GATE
268.58
268.62
268.65
268.64
268.66
268.70
268.72
268.76
268.76
268.76
268.76
268.77
268.78
268.79
268.81
268.85
268.87
268.88
268.89
268.91
268.91
268.92
268.93268.93
268.94
268.95
268.97
269.02
269.04
269.04
269.06
269.08
269.08
269.11
269.13269.15
269.18
269.21
269.24
269.24
269.30
269.31
269.31
269.42
269.42
269.44
269.45
269.46
269.48
269.48
269.50
269.51
269.52 269.56
269.57
269.59
269.62
269.64
269.69
269.70
269.72
269.72
269.76
269.76
269.83
269.86
269.89
269.94
270.00GRAVEL ROADGRA
VEL R
OAD
GATE
GRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
GRAVEL LOT
WATER TANK
POLE W/LIGHT
POLE W/LIGHT
AND CONC PAD
1 STORY SHELTER
GENERAL INSTRUCTION COMPOUNDGRAVEL ROADGRAVEL ROAD270.30
270.36270.48
270.54
T
270.68
270.69
270.76
270.76 270.77
270.82
270.83
270.89
270.95
270.98
271.02
271.05
96" CHAIN LIN
K FENCE WI
TH 3 STRAND BARBED WI
RE96" CHAIN LI
NK FENCE WI
TH 3 STRAND BA
RBED WI
RE271.20
271.21
271.29
271.31
271.31
271.33271.36
271.40
271.44
271.47
271.49
271.50
271.54
271.56
271.59
271.66
271.67
271.70
271.71
271.72
271.78
271.79
271.80
72" C
HAIN LI
NK FE
NCE WIT
H 3 ST
R
AND B
AR
BE
D WIRE
72" C
HAI
N LI
NK FE
NCE WIT
H 3 ST
R
AND B
A
R
BE
D WIRE
271.99
272.03
272.03
272.06 272.10
272.36
12" BLOCK WALL72" CHAIN LINK FENCE WITH 3 STRAND BARBED WIRETO TORA BORA BLVDTO AFRICAN LION BLVD
V-101
JOYNER KEENY, PLLC.
www.joynerkeeny.com
Office: 252.977.3124 Fax: [phone]
North Carolina Firm Number P-0551
Rocky Mount, North Carolina 27804
1051 North Winstead Avenue - P.O. Box 7533
FOR
TOPOGRAPHIC SURVEY
FORT BRAGG, NORTH CAROLINA
ACC CONSTRUCTION COMPANY, INC.
OF THE
FACILITY (PRF)
SOF PARACHUTE RIGGING OVERALL TOPOGRAPHIC SURVEY
260260 260260
260
260260260
260
260
260 260260260260260260260
260260
260260260260260260260260265
2
652652652
65 265265265265265265265
265
265
265
265265
265
265
2652652
6
5
265265265265265265265265
265265
265265
270 270270
270
256
257
257
257257257258 258258
258
258258258258258259259259259
259 259259
259259259259259259259259
259
259
259259261261261261
261261261
261
261
261261261261261261261
261
261261261
261
261261
261
261261261
261261261261261 26126
1261261262 262262262262262262262262262262262262262
262
262
262
262
262
262
262
262262262262262262262262262
262262262262262
262
262 262262262262
262
262262262262 263263263263263263263263263263263263
263
263
263
263
263
263263263263263263263263263
263
263263263263 263263263264264
2
64264264264
2
64
264
264
264
264
264
264
264264
264264264264264264264264
264264 264266266
266
266266266
266266
266
266
266
266
266266
266266
266
266266266
266266 2
6
6
266
26626626626626626626
6 266266266
266 266266
267
267
2
6
7267267267267
267
267
267
267267267
267
267267
2
67
267
267 267267267267 267267267267267267267
267
267 268268268268268268268268
268
268 268
268
268
26
8
268268268268268268268
268268268268268268
268
268268
2682 68
268 269269269
269
269
269
269
269269269269269 269269 269U.S. ARMY CORPS OF ENGINEERSBPRF_V-110.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\03_SurvMap\BPRF_V-110.dgn20-DEC-201813:26 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTALN.C. GRIDNAD 83/2011N
DATESTEPHEN R. WOLFE, NC PLS #L-3259
_____________________________________________________________
THAT THE FIELD SURVEY WAS COMPLETED ON 01AUG2018.
AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION;
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT METER BOXESUNKNOWNMETER BOXESUNKNOWNCONC
CONC
TIMBER PILE
96" CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE
96" CHAIN LINK FENCE WITH 3 STRAND BARBED WIRE
GUARD SHACK
1 STORY
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
ASPHALT
ASPHALT
URBAN FREEDOM WAY
POND
RETENTION
STORMWATER
ELEVATION=257.72'
E=1989787.91
N=485721.29
#18 RB&C
ELEVATION=261.30'
E=1989897.14
N=485522.55
#11 RB&C
ELEVATION=267.31'
E=1990268.11
N=485925.18
#6 RB&C
ELEVATION=264.83'
E=1990406.72
N=485598.22
#5 RB&C
ELEVATION=258.83'
E=1990704.28
N=485464.56
#10004 RB&C
ELEVATION=262.30'
E=1991041.74
N=485514.99
#10002 RB&C
ELEVATION=267.54'
E=1990767.83
N=486104.00
#10000 RB&C
ELEVATION=264.76'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10008 TBM
ELEVATION=262.22'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
E
L
E
VA
T
IO
N
=264.6'
BO
R
E H
O
L
E
ELEVATION=262.1'
BORE HOLE
ELEVATION=261.2'
BORE HOLE
ELEVATION=262.2'
BORE HOLE
ELEVATION=267.3'
BORE HOLE
ELEVATION=260.2'
BORE HOLE
ELEVATION=262.4'
BORE HOLE
AND HAND HOLE
ON CONC PAD
EJB
ELEVATION=260.4'
BORE HOLE
ELEVATION=267.27'
E=1989989.36
N=486071.61
#13 RB&C
ELEVATION=266.88'
E=1989983.98
N=485865.05
RB&C
#12
RIP RAPRIP RAP
RAP
RIP
RAP
RIP
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT=251.49' (N)
INV.IN=252.38' (W)
TOP=259.05'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
255.99 256.37B STREET (ABANDONED)256.75
257.48
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
257.58
258.33
258.36
258.56 258.62
258.72258.79
258.82
258.82
258.83
258.84
258.86
258.87
258.88
258.89
258.90
258.92
258.97
D STREET (ABANDONED)
MCINTYRE TRAIL (ABANDONED)
258.99
259.01 259.02
259.03
S
259.05
259.05
S
259.07
259.10259.11
259.13
259.18
259.21
259.23
259.23
259.24
259.25
259.27
259.28
259.31
259.33
259.39
259.42
259.43
48" RCP15" RCP
259.50
259.51
259.51
259.55 48" RCP
259.62
259.64
259.68
259.70
259.72
259.74
259.81
259.85
259.89
259.92
259.94
259.98
260.00
260.03
260.04
260.05
260.05
260.05
S
260.11
260.19
260.20 260.21 260.22
260.22
260.23
260.24
260.27
260.28
260.30
260.37
260.38
T
260.45
260.54
260.56
260.58
260.60
260.62
260.68
260.69
260.73
260.79
260.82
260.83
260.84
260.85
260.90
260.92
260.92
260.93
260.93
260.94
260.96
261.05
261.08
261.09
261.10
261.13
261.16
261.17
261.18
261.18
261.23
261.27
261.27
261.27
261.28
261.31
261.37
261.43
261.46
261.47
261.51
261.60
261.60261.63261.65
261.66
261.68
261.69
261.71
261.73
261.75
261.77
261.78
261.82
261.90
261.90
261.92
261.92
261.99
261.99
261.99
262.03
262.04
262.05
262.05
262.05
262.06
262.08
262.09
262.10
262.12
262.14
262.16
262.17
262.18
262.21
262.22
T
262.24
262.24
262.24
262.24
262.25
262.39
262.40
262.42
262.42
262.43
D STR
E
E
T (A
B
A
N
D
O
N
E
D
)262.45
262.45
262.48
262.48
262.49
262.50
262.53
262.53
262.55
262.56
262.58
262.58
262.61
262.61
262.63
262.67
262.70
262.71
262.72
262.73
262.75
262.75
262.77
262.77
262.78
262.78
262.79
262.80
262.82
262.82
262.89
262.89
262.89
262.90
262.93
262.94
262.94
262.95
262.97
262.9748" RCP263.00
263.02
263.05
263.05
263.06
263.06
263.08
263.09
263.10
263.12
263.13
263.13
263.14
263.14
263.16
263.16
263.17
263.20
263.24
BARBED WIRE
WITH 3 STRAND
84" CHAIN LINK FENCE
263.25
263.26
263.28
P
263.34
263.34
263.34
263.34
263.35
263.36
263.38
263.38
263.39
263.41
263.41263.44
263.45
263.47
263.50
263.52
263.52
263.52
263.53
263.54
263.55
263.55
263.56
263.56
263.56
263.58
263.60
263.61
263.61
263.63
263.64
263.64
263.64
263.64
263.67
263.69263.70
263.71
263.72
263.75
263.75
263.80
263.80
263.82
263.86
263.89
263.89
263.91
263.92
263.93
263.94
263.95
263.95
263.96
263.96
263.97
263.98
263.99
264.03
264.05
264.06
264.07
264.09
264.11
264.13
264.14
264.15
264.15
264.17
264.20
264.20
264.20
264.20
264.21
264.22
264.22
264.22
264.23
264.26
264.30
264.31
264.32
264.32
264.32
264.32
264.33
264.37
264.38
264.41
264.41
264.41
264.41
264.42
264.42
264.47
264.48
264.51
264.51
264.53
264.60
264.62
264.63
264.64
264.67
264.68
264.69
264.73
264.73
264.76264.78
264.81
264.81
264.82
264.82 264.84
264.85
264.87
264.89
264.89
S
264.90
264.90
264.90
264.90 264.90
264.91
264.92
264.92
264.92
264.94
264.94
264.95
264.96
264.97
265.02
265.09
S
265.12
265.12
265.12
265.14
265.14
265.15
265.17
265.19
265.19
265.2148" RCP265.23
265.23
265.24
265.25
265.26
265.28
265.28
265.29
265.29
265.30
265.31
265.33
265.34
265.35
265.35
265.37
265.39
265.40
265.40
265.40
265.40
265.41 96" C
H
A
IN L
IN
K FE
N
C
E W
ITH 3 ST
R
A
N
D B
A
R
B
E
D W
IR
E
265.43
265.43
265.44
265.46
265.48
265.48
265.48
265.48
BEYOND SURVEY LIMITS
BEYOND SURVEY LIMITSBEYOND SURVEY LIMITS
265.52
265.56
265.61
265.62
265.63
96" C
H
A
IN L
IN
K FE
N
C
E W
IT
H 3 ST
R
A
N
D B
A
R
B
E
D W
IR
E
265.64
INV.=262.80'
265.64
265.65
INV.OUT=252.38' (W)
INV.IN=252.52' (E)
TOP=257.26'
265.66
265.67
15" RCP
10" PVC
265.68
265.68
8" PVC
265.69
265.69
265.70
265.71
265.73
265.75
265.80
265.82
265.83
265.84
265.85
265.85
265.86
265.86
265.87
265.87
265.91
265.91
265.92
265.94
265.94
265.95
265.95
265.96
265.97
265.99
265.99
266.00
266.01
266.02
266.03
266.04
266.05
266.05
266.05
266.06
266.09
266.11
266.11
266.12
266.13
266.14
266.15
266.15
266.15
266.15 266.16
266.17
266.18
266.18
266.18
266.19
266.20
266.20
266.22
266.24
266.29
266.29
266.30
266.31
266.32
266.32
266.33
266.35
266.35
266.36
266.37
266.38
266.38
266.39
266.39
266.41
266.42
266.44
266.45266.46
266.47
266.48
266.49
266.49
266.49
266.55
266.56
266.57
266.57
266.59
266.59
266.60
266.62
266.63
266.63
266.66
266.66
266.66
266.67
266.69
266.69
266.71
266.75
266.75
266.76
266.76
266.77
266.79
266.79
266.81
266.81
266.81
266.82
266.83
266.86
266.88
266.88
266.89
266.89
266.91
266.91
266.92
266.92
266.93266.95
266.95
266.97
266.98
266.99
267.00
267.00
267.01WITH 3 STRAND BARBED WIRE96" CHAIN LINK FENCE 267.04
267.05
267.06
267.06
267.06
267.07
267.07
267.09
267.10
267.10
267.11
267.12
267.14267.16
267.17
267.17
267.21
267.21
G
RAV
EL
R
O
A
D
267.27
267.29
267.30
267.31
267.32
267.32
267.34
267.34
267.34
267.35
267.35
267.35
267.37
267.40
267.41
267.42
267.42
267.43
96" CHAIN
LINK
FENCE
WITH
3
STRAND
BARBED
WIRE
267.43
267.45
267.47
267.49
267.49
267.49
267.52
267.52
267.52
267.53
267.54
267.54
267.54
267.55
267.55
267.55
267.56
267.56
267.57
267.58
267.59
267.60
267.60
267.60
267.61
267.62
267.62
267.62
267.62
267.64
267.64
GATE
267.66
267.66
267.66
267.67
267.69
267.69
267.70
267.71
267.72
267.73
267.73
267.73
267.74
267.74
267.76
267.76
267.79
267.79
267.79
267.81
267.81
267.83
267.84
267.84
267.84
267.86
267.86
267.87
267.87
267.88
267.89
267.90
267.90
267.93
267.95
267.96
267.97
267.97
267.98
267.98
267.99
267.99268.00
268.00
268.02
268.02
268.02
268.05
268.07
268.07
268.08
268.09
268.12
268.12
268.12
268.14
268.16
268.17
268.18
268.18
268.19
268.20
268.21
268.23
268.25
268.25
268.26
268.26
268.26
268.27
268.27
268.28
268.28
268.31
268.33
268.35
268.35
BARBED WIRE
WITH 3 STRAND
96" CHAIN LINK FENCE
268.38
268.44
268.44
268.45
268.45
268.46
268.50
268.51
268.54
268.55
GATE
268.58
268.62
268.64
268.65
268.66
268.70
268.76
268.76
268.76
268.76
268.77
268.78
268.79
268.81
268.85
268.87
268.88
268.91
268.91
268.93
268.93
268.94
268.95
269.02
269.04
269.04
269.06
269.08
269.08
269.11
269.13
269.15
269.18
269.21
269.24
269.24
269.30
269.31
269.31
269.42
269.44
269.45
269.46
269.48
269.48269.50
269.51
269.52 269.56
269.57
269.59
269.62
269.64
269.69
269.70
269.72
269.72
269.76
269.76
269.83
269.86
269.89
269.94
270.00
GRAVEL ROADGRAVEL
DRIVE
GRAVEL
DRIVE
GRAVEL
GRAVEL LOT
AND CONC PAD
1 STORY SHELTER
GRAVEL ROAD270.36270.48
96" CHAI
N LI
NK FENCE WI
TH 3 STRAND BARBED
WI
RETO AFRICAN LION BLVD
V-110
JOYNER KEENY, PLLC.
www.joynerkeeny.com
Office: 252.977.3124 Fax: [phone]
North Carolina Firm Number P-0551
Rocky Mount, North Carolina 27804
1051 North Winstead Avenue - P.O. Box 7533
FOR
TOPOGRAPHIC SURVEY
FORT BRAGG, NORTH CAROLINA
ACC CONSTRUCTION COMPANY, INC.
OF THE
FACILITY (PRF)
SOF PARACHUTE RIGGING TOPOGRAPHIC SURVEY
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
BOTTOM BOX=257.22'
TOP=266.87'
ELEVATION=264.83'
E=1990406.72
N=485598.22
#5 RB&C
ELEVATION=262.30'
E=1991041.74
N=485514.99
#10002 RB&C
ELEVATION=267.54'
E=1990767.83
N=486104.00
#10000 RB&C
ELEVATION=268.17'
E=1991138.56
N=485978.93
#10001 RB&C
ELEVATION=262.22'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
CONC
CONC
CONC
WOODS24"
20"
12"16"
14"
15"
15"O
15"
14"O
9"O
20"
8"
14"
15"
15"6"O
6"C
22"
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
INV.OUT=248.12' (NW)
INV.IN=248.24' (SW)
TOP=265.44'
256
257
257
257257257258258
258
258258258258258
259 259259
259259259259259259
2
5
9259
259
2
5
9
259259S
48" RCP15" RCP
48" RCP
260260260
260
260
260 260260260260260260260
260
260260260260260260260S
T 261261261261261261261
261
261261261
261
261261
261
261261
261261261261261 261261261261262 262262262262262262262262262262262262262
262
262 262262262262
262262262262262
262
262 262262262262
262262262262262T 6" CPP48" RCP48" RCP2632632632632632
6
3263263263263263263
263 263263263263263
263
263263263263 263263263P 2642642642642642642642
6
4
2
64
264
264
264
264
264264264264264
264264
264264 264S
2652652652652652652652652652652652652652652652
6
5
265
265
265
265 265265265265265265265
265265
265265
48" RCP
S48" RCPS
INV.=263.07'
INV.=262.80'266266266266266266266266
266
266266266
2662
6
6
266
266
266
266
266266 266266266266266266266266266
266 266266
T267267267
267
2
6
7267267267267
267
267
267
267267267
267 267267267267267267267267267267
267
268
268
268 268
268
268
268268268268
268268268268268268
268268268268 269269
269
269
269
269
269269269269269 269269269270270270 270270
270
270
DRIVE
GRAVEL
EXISTING GRAVEL LOT271
U.S. ARMY CORPS OF ENGINEERSBPRF_CG101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\05_Civil\BPRF_CG101.dgn28-MAR-201910:45 R. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813ISSUED FOR CONSTRUCTIONMARCH 2019SN2
SN7
SN1
SN8
SN3
SN4
SN6SN5
SN11 SN10
SN12
SN9
SN13
SN14
FF EL 266.00'BIO-RETENTION
EXISTING
#2
BIO-RETENTION
11+0012+0013+001
4
+0
0
1
5
+0
0
16+00
CI-2
CI-3
CI-1
CB-5
CB-4
CB-3
CB-2
CB-1
SDMH-2
CI-7
CI-6
CI-5
CI-4
CI-8
CI-9
CI-10
HW-3
TR-3TR-2TR-1HW-4
HW-5TR-4GI-1
SD SDSDSDSDS
DSDSDSDSDSDSDSD SDSDSDRDRDRDRDRDSD1
5"
1
5"
1
5"15"18"15"15"24"18"15"
1
5"
1
5"15"6"10"6"6"
6"
6"
1
2"
HW-6
SDMH-3
SDSD15"15"10"SDMH-4
6"
6"
SD
SSMH
SSMH
HW-8
HW-7
18
"
18
"PIVFH
SD
SD
SD
6"RD1
0"6"6"RDRD6"
1
2"
RD
6"
10"
6"COCOCOCOCORDRDRD6"6"6"6"
1
0"
SD
MH-1
SSMH
30"FDCCO6"6"6"COS
D2
4"
GI-3GI-4GI-58"8"SDMH-6
SDMH-5
SDMH-7 SD24"CI-12
CI-11
SD 24"SD1
8"
SDMH-8
SD15"SD1
5"18"12"15"8"8"8"8"8"8"8"CO
CO
CO
CO CO
CO
CO
CO
CO
CO
8"SD24"24"SDMH-912"GI-1A 8"8"8"8"8"CO
CO
CO
CO
CO
6"6"6"6"RDRD RDCOCO6"
6"
HW-2
FH
FH
15"18"10"10"
SD
30"
SD
30"
2
6
0
2
6
0 2602602602
6
1261
261 2612612622622
6
2262 2622622622622
6
3
263
263263263263 2632632632
6
3
263263
2
6
4 264264264264
2 6 4 2642642
6
4264264264
264264264264264264
FACILITYPARACHUTE RIGGING2
6
5265 265265265
2652
6
5
265 2652652652652652652
6
5
2
6
5
2652652
6
4
2662
6
9
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.CG101S.HAGGARDGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'
GENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 2, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.S.CURRYGRADE AND DRAIN PLANM.MEYERSTAGING AREA
CONTRACTOR
#1
BIO-RETENTION
#2
BIO-RETENTION
9.
8.
7.
6.
5.
4.
3.
2.

1.
PROFILE "D"
PROFILE "L"
PROFILE "J"
PROFILE "I"
FILL 256.00'
TOP ENGINEERED
BIO-RETENTION #1
FILL 259.67'
TOP ENGINEERED
BIO-RETENTION #2
PIPE SECTIONS.
REFER TO SHEET CG301 FOR ACCESS DRIVE CULVERT
ON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG202 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
LESS IN DIAMETER TO BE PVC. CONTRACTOR
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
CG111
CG110
2
6
1261262262262262262262
262
262262
262263263263263
2632642642
6
4
26
4264
264 264266266266
2662
6
6
266
266
266
266 266266 267267
267267
267
267 267267
268 268
268 26
8268268268U.S. ARMY CORPS OF ENGINEERSBPRF_CG110.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\05_Civil\BPRF_CG110.dgn25-JAN-201909:48 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTALFACILITYPARACHUTE RIGGINGFF EL 266.00'SN6SN5
SN13
SN14
FF EL 266.00'#2
BIO-RETENTION
11+0012+0013+00WM
SDMH-2
CI-5
CI-4
CI-8
CI-9
CI-10
HW-3
TR-4S
DSDSDSDSDRDRDRDRDRDS
D1
5"
1
5"15"
1
5"
1
5"15"6"10"6"6"6"
6"
6"6"HW-6
SDMH-3
SDSD15"15"10"SDMH-4
6"
6"
6"
6"
SSMH
SSMH PIVFH
FH
6"
6"
RD
6"RD6"6"10"RDRD6"
1
2"
RD
6"
10"
6"COCOCOCOCOSSMH FDC18"CO 12"GI-1A 8"8"8"CO
CO
CO
CO 260260261262262262TC 2
6
4.9
4BC 2
6
4.4
4
TC 2
6
5.1
1BC 2
6
4.6
1TC 2
6
4.4
3BC 2
6
3.9
3 2632632632632
6
3.4
0
TW 2
6
4.2
8BW 2
6
3.7
8
2
6
4
264264264
264264264264
2
6
4.2
4 TW 2
6
4.8
6BW 2
6
4.3
6
2
6
5.5
0
2
6
4.6
4
2
6
4.6
4
2
6
4.7
0
2
6
4.7
0
2
6
4.7
0
2
6
4.7
0
2
6
4.8
0
2
6
5.9
2
2
6
5.9
2
2
6
5.9
2
2
6
5.9
2
2
6
4.9
2
2
6
5.9
2
2
6
5.9
2
2
6
5.9
2
2
6
5.9
2
FACILITYPARACHUTE RIGGING2
6
5265 2652652652
6
5
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.7
0
2
6
5.7
0
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.CG110S.HAGGARDS.CURRYM.MEYERGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 2, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
8.
7.
6.
5.
4.
3.
2.

1.ENLARGED GRADE AND DRAIN PLANON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG202 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
LESS IN DIAMETER TO BE PVC. CONTRACTOR
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
PROFILE "E"PROFILE "F"
PROFILE "H"
PROFILE "G"
CONC
BOTTOM BOX=257.22'
TOP=266.87'
ASPHALT
ASPHALT
AND HAND HOLE
ON CONC PAD
EJB
CONC
CONC
CONC
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
RAP
RIP
RAP
RIP
257
258 259 48" RCP
260260
S 261261261261261
262262262262262262262262 6" CPP48" RCP48" RCP2632632632632632
6
3263
263263263P 264264264264264264264
264265265 265265265265265265265265265265
265265
S
INV.=263.07'
INV.=262.80'
INV.=265.59'
6
" CPP
266266266266266266266266266
266
266266
266 266URBAN FREEDOM WAYT267267267
267
267267267268268
U.S. ARMY CORPS OF ENGINEERSBPRF_CG111.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\05_Civil\BPRF_CG111.dgn20-DEC-201813:41 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTALFACILITYPARACHUTE RIGGINGFF EL 266.00'BC 2
6
3.8
7TC 2
6
4.3
7
BC 2
6
3.6
6TC 2
6
4.1
6 TC 2
6
4.7
9BC 2
6
4.2
9TC 2
6
4.9
0BC 2
6
4.4
0
BW 2
6
4.3
0TW 2
6
4.8
0
BW 2
6
2.1
9TW 2
6
6.0
0TW 2
6
6.0
0BW 2
6
2.1
9
FACILITYPARACHUTE RIGGINGFF EL 266.00'SN7
SN1
SN8
SN9
CI-1
CB-5
CB-4
CB-3
CB-2
SDMH-2
TR-3TR-2TR-1HW-4
HW-5
FH
SD SDS
DSDSDS
DSD SDSDRDRD1
5"
1
5"15"18"15"6"6"6"10"1
2"
SD
HW-7
SD
6"RD1
0"6"6"RD
6"RD6"6"10"COCOCOCOCOCORD6"6"6"MH-1
SD
CO6"6"6"COSDMH-530"SD24"CI-12
CI-11
SD 24"
S
D1
8"
SDMH-8
SD15"S
D1
5"
16+00 BW 2
6
2.1
9TW 2
6
6.0
0TW 2
6
6.0
0BW 2
6
2.1
9
2
6
0 260261 261261261.82
261.87
261.90 262262262262 262.18
262.25
262.30
262.38
263 2632632632
6
3
263
2
6
3.2
5
2
6
2.8
5
2
6
2.4
5 264264264264
2 6 4 2642642642642
6
4.2
9
2
6
4.2
9 BW 2
6
4.2
9TW 2
6
4.7
9
TW 2
6
4.3
3BW 2
6
3.8
3
TW 2
6
4.3
3BW 2
6
3.8
3 TC 2
6
5.5
0BC 2
6
5.0
0 BC 2
6
5.2
0TC 2
6
5.7
0
BC 2
6
5.0
0TC 2
6
5.5
0
TW 2
6
3.7
6BW 2
6
3.2
6
BW 2
6
2.5
4TW 2
6
3.0
4TW 2
6
6.0
0BW 2
6
2.1
9
TW 2
6
6.0
0BW 2
6
2.1
9 TC 2
6
5.2
8BC 2
6
4.7
8
TC 2
6
5.4
0BC 2
6
4.9
0
TC 2
6
4.5
8BC 2
6
4.0
8BC 2
6
4.1
3TC 2
6
4.6
3
TC 2
6
4.7
9BC 2
6
4.2
9 TC 2
6
4.9
2BC 2
6
4.4
2
2
6
5.9
2
2
6
5.9
2
2
6
5.9
2
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
2
6
5.5
0
265 2652652652652652
6
5
2652652
6
4
266N
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.CG111S.HAGGARDS.CURRYM.MEYERGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GENERAL NOTES
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
STORM DRAINAGE PIPING.
REFER TO SHEETS CG501 THRU CG503.
TYPICAL HEADWALL.
REFER TO DETAIL 1, SHEET CG507.
TYPICAL CATCH BASIN.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL CURB INLET.
REFER TO SHEETS CG504 THRU CG506.
TYPICAL GRATED INLET.
REFER TO DETAIL 2, SHEET CG508.
TYPICAL STORM MANHOLE.
REFER TO DETAIL 1, SHEET CG509.
RD ROOF DRAIN.
8.
7.
6.
5.
4.
3.
2.

1.ENLARGED GRADE AND DRAIN PLANON SIDE SLOPES AND FINISHED GRADE.
ALL BIO-RENTENTION AREAS SHALL HAVE SOD INSTALLED
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG202 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
SCHEDULE.
REFER TO SHEET CG601 FOR STORM DRAINAGE
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
LESS IN DIAMETER TO BE PVC. CONTRACTOR
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES 12" OR
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
PROFILE "A"
PROFILE "C"
PROFILE "B"
PROFILE "L"
PROFILE "A"
PROFILE "D"
SHEET NOTES
1
1
1
TO BE ADJUSTED TO PROPOSED FINISH GRADE.
EXISTING STORM MANHOLE FRAME AND GRATE
U.S. ARMY CORPS OF ENGINEERSBPRF_CG508.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\05_Civil\BPRF_CG508.dgn28-MAR-201909:59 R. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813ISSUED FOR CONSTRUCTIONMARCH 2019NOT TO SCALE
DETAIL

1
SPIGOT JOINT)
R.C.PIPE (BELL &
(FOR 36" RCP)
BEEHIVE CASTING
CLASS A CONCRETE
CLASS A CONCRETE
(FOR 36" RCP)
BEEHIVE CASTING
CONCRETE
4" MIN CLASS A
SURFACE FLOW
2-3" OF 3/8" GRAVEL
OVER PIPE
2-3" COVER
SURROUNDING GRADE
MINIMUM OF 6" FROM THE
LEVEL AND DEPRESSED A
RETENTION AREA SHALL BE
2, THIS SHEET
REFER TO DETAIL
WITH BEEHIVE GRATE.
PIPE CATCH BASIN
8" MINVARIES 2'-0" MIN4"6" MIN
6" MIN
6" MIN
36"
36" RISER
NOT TO SCALE
DETAIL

2
CONNECTION
TO BE WRAPPED AROUND
NON-WOVEN GEOTEXTILE
ENCASEMENT
CONCRETE
CAST IN PLACE
PIPE
PERFORATED
AS NECESSARY
MATCH INVERTS
PROVIDE SPACER TOCONCRETE COLLAR
TO SUPPORT
CLASS I BEDDING
FINISH GRADE
VARIESNOT TO SCALE
DETAIL3

RCP PIPE
PERFORATED PIPE TO CONCRETE PIPE CONNECTION
PIPE CATCH BASIN WITH BEEHIVE GRATE
LOW IMPACT BMP
BIO RETENTION BASIN
LOW IMPACT BMP
PAVED AREA
12" MIN
12"PLANTINGS
BIORETENTION
DRAWINGS FOR
REFER TO LANDSCAPE
NOTE:
SPECIFICATIONS
REFER TO
GEOTEXTILE
NON-WOVEN
NCDOT #67 CRUSHED ROCK

TYP
TYP

TYP
SODSOD
CG601
SCHEDULE, SHEET
STORM DRAINAGE
SYSTEM. REFER TO
TIE TO STORMDRAIN
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
SUBGRADE COMPACTED 95% 9" FOR BOTH BASINS
*SEE NOTE BELOW
30" MIN. ENGINEERED SOIL
INVERT*
PERFORATIONS AT THE
PIPES *PLACE PIPE WITH
8" PERFORATED PVC UNDERDRAIN
LAYOUT
TO PLAN SHEETS FOR
PIPES INTO RISER. REFER
TIE UNDERDRAIN SYSTEM
INFILTRATION AND STORAGE ABILITY OF THE BASIN. REFER TO TABLE FOR DEPTH OF STONE EACH BASIN.
**NCDOT #67 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 24" BUT MAY BE DEEPENED TO INCREASE THE
REFER TO PLANS FOR FINISH GRADES.
POLLUTANTS ARE REMOVED ON THE SURFACE OF THE BIORETENTION CELL RATHER THAN WITHIN THE CELL.
TSS OR PATHOGENS IS THE TARGET POLLUTANT, THE HIGHER PERMEABILITY CAN BE USED BECAUSE THESE TWO
RATE FOR PERCENT FINES BETWEEN 8 AND 10 CAN BE APPROXIMATED DURING DESIGN BY LINEAR INTERPOLATION. IF
IN/HR FOR 8% AND 10% FINES, RESPECTIVELY, DEPENDING ON THE TARGET POLLUTANT. AN ESTIMATED DRAINAGE
THUMB, USING THE ABOVE-SPECIFIED MEDIA, THE INFILTRATION RATES SHOULD BE APPROXIMATELY 2 IN/HR AND 1
SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR, WITH 1-2 INCHES PER HOUR BEING PREFERRED. AS A RULE OF
THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL DRAINAGE RATE AFTER PLACEMENT. THE PERMEABILITY
SOIL FOR THE BIORENTENTION BASINS
NOTE: CUT SOIL FROM THE PROJECT SITE OR SOIL FROM THE BORROW PIT MAY NOT BE USED FOR THE ENGINEERED
PHOSPHORUS.
EXTREMELY IMPORTANT DESIGN ELEMENT. CELLS THAT ARE CONSTRUCTED OF HIGH P-INDEX SOILS CAN EXPORT
REGARDLESS OF THE TARGET POLLUTANT (HARDY ET. AL., 2003 AND HUNT ET. AL., 2006). THE P INDEX IS AN
HAVE THE SOIL ANALYZED. THE P INDEX FOR BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND 30,
NC DEPARTMENT OF AGRICULTURE [NCDA] LABS TO BE ANALYZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
USED. ADDITIONALLY, THE PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHALL BE SENT TO
POLLUTANT. IN AREAS WHERE PHOSPHORUS IS THE TARGET POLLUTANT, LOWER (8 PERCENT) FINES SHOULD BE
BARK FINES). HIGHER (10 PERCENT) FINES CONTENT SHOULD BE RESERVED FOR AREAS WHERE TN IS THE TARGET
CLASSIFICATION), 8 TO 10 PERCENT FINES (SILT AND CLAY), AND 5 TO 10 PERCENT ORGANIC MATTER (SUCH AS PINE
SOIL MIX OF 75 TO 85 PERCENT BY VOLUME MEDIUM TO COARSE WASHED SAND (USDA SOIL TEXTURAL
OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS
*BIORETENTION “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 30” DEEP. THE SOIL MIX SHOULD BE UNIFORM AND FREE
BELOW
** SEE NOTE
STORAGE
WATER
INTERNAL
CG508S.HAGGARDS.CURRYSTORM DRAINAGE DETAILSM.MEYER
BOTTOM BOX=250.78'
TOP=260.43'
BOTTOM BOX=252.49'
TOP=262.22'
BOTTOM BOX=257.22'
TOP=266.87'
ELEVATION=264.83'
E=1990406.72
N=485598.22
#5 RB&C
ELEVATION=262.30'
E=1991041.74
N=485514.99
#10002 RB&C
ELEVATION=267.54'
E=1990767.83
N=486104.00
#10000 RB&C
ELEVATION=268.17'
E=1991138.56
N=485978.93
#10001 RB&C
ELEVATION=262.22'
BOLT OF FIRE HYDRANT
INSCRIBED "X" ON BONNET
#10007 TBM
CONC
CONC
CONC
WOODS24"
20"
12"16"
14"
15"
15"O
15"
14"O
9"O
20"
8"
14"
15"
15"6"O
6"C
22"
INV.OUT=250.82' (NE)
INV.IN=250.86' (S)
INV.IN=252.48' (W)
TOP=259.04'
INV.OUT=253.82' (E)
TOP=257.70'
OUTFALL STRUCTURE
INV.OUT=250.22' (NE)
INV.IN=250.27' (SW)
TOP=260.07'
INV.OUT=249.32' (NE)
INV.IN=249.35' (SW)
TOP=265.10'
INV.OUT=247.15' (N)
INV.IN=247.29' (SE)
TOP=264.90'
INV.OUT=248.12' (NW)
INV.IN=248.24' (SW)
TOP=265.44'
256
257
257
257257257258258
258
258258258258258
259 259259259259259259259
2
5
9259
259
2
5
9
259259S
48" RCP15" RCP
48" RCP
260260260
260
260
260 260260260260260260260
260
260260260260260260260S
T 261261261261261261261
261
261261261
261
261261
261
261261
261261261261261 261261261261262 262262262262262262262262262262262262
262
262 262262262262
262262262262262
262
262 262262262262
262262262262262T 6" CPP48" RCP48" RCP2632632632632632
6
3263263263263263263
263 263263263263263
263
263263263263 263263263P 2642642642642642642642
6
4
2
64
264
264
264
264
264264264264264
264264
264264 264S
2652652652652652652652652652652652652652652652
6
5
265
265 265265265265265265265
265265
265265
48" RCP
S48" RCPS
INV.=263.07'
INV.=262.80'
INV.=265.59'266266266266266266266266266
266
266266266
2662
6
6
266
266
266
266
266266 266266266266266266266266266
266 266266
T267267267
267
2
6
7267267
267
267
267
267
267267267
267 267267267267267267267267267267
267
268
268
268 268
268
268
268268268268
268268268268268268
268268268268 269269
269
269
269
269
269269269269269 269269269270270270 270270
270
270 271CI-2
CI-3
CI-1
CB-5
CB-4
CB-3
CB-2
CB-1
SDMH-2
CI-7
CI-6
CI-5
CI-4
CI-8
CI-9
CI-10
HW-3
TR-3TR-2TR-1HW-4
HW-5TR-4GI-1
SD SDSDSDSDS
DSDSDSDSDSDSDSD SDSDSDRDRDRDRDRDSD1
5"
1
5"
1
5"15"18"15"15"24"18"15"
1
5"
1
5"15"6"10"6"6"
6"
6"
1
2"
HW-6
SDMH-3
SDSD15"15"10"SDMH-4
6"
6"
SD
SSMH
SSMH
HW-8
HW-7
18
"
18
"PIVFH
SD
SD
SD
6"RD1
0"6"6"RDRD6"
1
2"
RD
6"
10"
6"COCOCOCOCORDRDRD6"6"6"6"
1
0"
SD
MH-1
SSMH
30"FDCCO6"6"6"COS
D2
4"
GI-3GI-4GI-58"8"SDMH-6
SDMH-5
SDMH-7 SD24"CI-12
CI-11
SD 24"SD1
8"
SDMH-8
SD15"SD1
5"18"12"15"8"8"8"8"8"8"8"CO
CO
CO
CO CO
CO
CO
CO
CO
CO
8"SD24"24"SDMH-912"GI-1A 8"8"8"8"8"CO
CO
CO
CO
CO
6"6"6"6"RDRD RDCOCO6"
6"
HW-2
FH
FH
15"18"10"10"
SD
30"
SD
30"
2
6
0
2
6
0 2602602602
6
1261
261 2612612622622
6
2262 2622622622622
6
3
263
263263263263 2632632632
6
3
263263
2
6
4 264264264264
2 6 4 2642642
6
4264264264
264264264264264264
2
6
5265 265265265
2652
6
5
265 2652652652652652652
6
5
2
6
5
2652652
6
4
2662
6
9
U.S. ARMY CORPS OF ENGINEERSBPRF_LP101.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\06_Lndscp\BPRF_LP101.dgn28-MAR-201913:47 R. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813ISSUED FOR CONSTRUCTIONMARCH 2019SN2
SN7
SN1
SN8
SN3
SN4
SN6SN5
SN11 SN10
SN12
SN9
SN13
SN14
FF EL 266.00'BIO-RETENTION
EXISTING
#1
BIO-RETENTION
#2
BIO-RETENTION
STAGING AREA
CONTRACTOR
FACILITYPARACHUTE RIGGINGN
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.LP101S.HAGGARDGRAPHIC SCALE: 1"=40'-0"
120'80'40'020'40'
GENERAL NOTES
S.CURRYM.MEYERLANDSCAPE PLANPLANT LEGEND
LT
X
MT
X
FG
X
TREE - (Large: 30' to 100'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
TREE - (Medium/Ornamental: 15' to 30'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
PERENNIAL FLOWER / GRASS - (.5' to 4'
in Height at Maturity)
IDENTIFICATION NUMBER
QUANTITY
16' ANTI-TERRORISM / FORCE
PROTECTION (AT/FP) PLANT
VEGETATION SETBACK LIMITS
CONSTRUCTION LIMITS
6.
5.
4.
3.
2.

1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEET LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
WO
1
ER
1
ER
1
FD
1
FD
1
FD
1
ER
1
ER
1
LP
4
LP
4
RM
1
SD
-
AREA TO BE SODDED
SHEET NOTES
1
SHEET LP502.
PROVIDE METAL LANDSCAPE EDGING. REFER TO
1
1
1
1
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
SD
-
U.S. ARMY CORPS OF ENGINEERSBPRF_LP601.dgnANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONP:\Projects\016801\03 CAD_BIM\_Sheets\06_Lndscp\BPRF_LP601.dgn20-DEC-201813:35 XXX-XX-XXR. BOSTONW912PM-18-C-001469 DARLINGTON AVENUEWILMINGTON DISTRICTWILMINGTON, NORTH CAROLINAFORT BRAGG, NORTH CAROLINASPECIAL OPERATIONS FORCES (SOF)PARACHUTE RIGGING FACILITYPN 74813DECEMBER 2018FAST TRACK SUBMITTAL
GENERAL NOTES
LT
X
SCIENTIFIC NAME COND.QTY SIZE REMARKSHEIGHTCOMMON NAMEPLANT SYMBOL
---
DETAIL
P L A N T S C H E D U L E
---
2" CALIPER
1 1/2" to
---
EASTERN REDBUD Cercis canadensis
TREES - (Medium/Ornamental: 15' to 30' Height)
TREES - (Large: 30' to 100' Height)
FLOWERING DOGWOOD Cornus florida
---
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
A ROSY-PINK WITH PURPLISH TINGE. FLOWERS FOR 2 TO 3 WEEKS.
GREEN BUT CAN BE AN EXCELLENT YELLOW. FLOWERS ARE PERFECT, REDDISH PURPLE IN BUD, OPENING TO
PLANT APPROX. AT 30'-0" O.C. REACHES 20'-0" to 30'-0" IN HEIGHT. FALL COLOR IS USUALLY A POOR YELLOW-
AUTUMN. BRACTS BLOOM WHITE IN SPRING FOR 2-3 WEEKS. CLUSTERS OF BRIGHT RED FRUIT INTO WINTER.
WITH HORIZONTAL BRANCHES. OPPOSITE, DECIDUOUS MIDGREEN LEAVES THAT TURNS RED AND PURPLE IN
PLANT APPROX. AT 25'-0" O.C. REACHES 25'-0" to 30'-0" IN HEIGHT. SHORT TRUNK WITH FULL, ROUNDED CROWN
CONT.
CONT.
CONT.
RED MAPLE 'RED SUNSET'Acer rubrum
2" CALIPER
1 1/2" to ---
LANDSCAPE DESIGNERS. SOFT GRAY BARK COLOR. SOIL TOLERANT.
ORANGE TO RED FALL COLOR. ONE OF THE BEST RED MAPLE CULTIVARS CONSIDERED BY NURSERYMEN AND
PLANT APPROX. AT 50'-0" O.C. REACHES 40'-0" to 60'-0" IN HEIGHT. MEDIUM - FAST GROWTH RATE. EXCELLENT
CONT.
WILLOW OAK Quercus phellos
2" CALIPER
1 1/2" to ---
DROUGHT, POLLUTION, AND STANDING WATER. LEAVES EASY TO CLEAN UP.
MODERATE WATER REQUIREMENTS. FALL COLOR IS YELLOW TO YELLOW-BROWN. TOLERANT OF HEAT AND
PLANT APPROX. AT 45'-0" O.C. REACHES 60'-0" to 75'-0" IN HEIGHT. A RELATIVELY FAST GROWING SPECIES.
CONT.
------
MT
X
PLANT SYMBOL LEGEND
FG
X
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
PERENNIAL FLOWER / GRASS - (Small to Medium: .5' to 4' Height)
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
RM
X
LONGLEAF PINE Pinus Palustris
DROUGHT, HEAT TOLERANT.
GENERATIONS. GROWS AT MODERATE PACE. GROWS ONE WELL DRAINED USUALLY SANDY SOIL.
PLANT APPROX. AT 20'-0" O.C. REACHES 90'-0" to 120'-0" IN HEIGHT. LONG-LIVED TREE LASTING FOR
LP
X
WO
X
X
FD
X
ER
SD
-
1
8
2
7
3
APPEARANCE.
ALL RELATED PLANT SPECIES SHALL BE SIMILAR IN
REFER TO SHEET LP101 FOR LANDSCAPE PLAN
2.
1.
Cynodon dactylon ------COMMON BERMUDA SOD
NEXT TO EACH OTHER.
LONGEST STRAIGHT EDGE OF THE AREA. MAKE SURE THAT EACH BERMUDA SOD PIECE IS TIGHTLY PLACED
START LAYING IT, BUT NOT MUDDY. START LAYING THE SOD PIECES END-TO-END STARTING ALONG THE
APPLY 1/4 TO 1/2 INCH OF WATER THE NIGHT BEFORE LAYING SOD. THE SOIL SHOULD BE MOIST WHEN YOU
LP601S.HAGGARDS.CURRYM.MAYERPLANT SCHEDULE