FB SOF Special Tactics Facility Fort Bragg - PN 76513 SOF Special Tactics Facility Phase 2 - EROSION CONTROL PLANS

BNYG-001-EC.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\05_Civil\Drawings\SedimentandErosion\BNYG-001-EC.dgn6/27/20164:49:29 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016WM
TRANSFORMER
WETLANDS
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BLD. FROM TANKS
MULTIPLE PIPES INTO
VEH
ICLE BARRIER
SIDE
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3' HAND-RAIL
CONC. PAD
CONC. PAD
END N/S
APPROX. LOC.
12" CMP
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BIO-RETENTION
BIO-RETENTIONBIO-RETENTION
BIO-RETENTION BIO-RETENTION
GEN
GEN
of Engineers
US Army Corps
®
Wilmington District
FT. BRAGG, NC
G-001COVER SHEETW. FOYW. FOYW. FOYSOF SPECIAL TACTICS FACILITY, PHASE 2
FY16, PN 76513
SOLICITATION NO.: W912PM-16-R-0005
CONTRACT NO.:
EROSION CONTROL PLANS
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
12/31/2016
SEDIMENT AND EROSION CONTROL WILL BE STRICTLY ENFORCED.
ISSUE DATE: JUNE 13, 2016
BNYG-002-EC.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\05_Civil\Drawings\SedimentandErosion\BNYG-002-EC.dgn5/4/20162:04:50 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016G-002E. BAKERW. FOYDRAWING INDEXW. FOYINDEX OF DRAWINGS
TITLEFILENAME TITLESHEET ID.FILENAMETITLESHEET ID.FILENAME SHEET ID.
BNYG-201.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\01_Gen\BNYG-201.dgn5/4/20169:31:39 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016Sante
MILITARY RESERVATION
FORT BRAGG
BUILDING 2 BUILDING 1
BUILDING 3FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
NORTH CAROLINA
COUNTY
CUMBERLAND
HOKE COUNTY
PROJECT SITE
FORT BRAGG
A 24 MB
A 24 MB
C 25 AC
BUTNER RD
LONGSTREET RD
GRUBER RD
ALL AMERI
CAN
FREEWAYYADKI
N RDGRUBER RD
LONGSTREET RD
BUTNER RD
BRAGG BLVDBRAGG BLVDGRUBER RDMU
R
C
H
S
O
N
R
D
RANDOLPH ST
POPE AIR FORCE BASE
KNOX STKNOX
S
T
SIMMONS AIRFIELDREILLY STREI
LLY STLAMONT RD210
87
24
24
21087
CHICKEN ROAD
MILITARY RESERVATION BOUNDARY
MILITARY RESERVATION BOUNDARYMILITARY RES
ERVATI
ON BOUNDARYMc
RI
DGE ROADMAIN ENTRANCE
AND THE OVERHILLS AREA.
NORTHERN TRAINING AREA
ARMI
STEAD
HOSPITAL
ZABITOSKIY ROADBASTOGNE DRI
VEHONEYCUTT RD
ARDENNES RD
NORMANDY DRSTSPOONERDR SRALLEKcM
PRATT ST LEWI
SRECYCLING AREA
DEMOLITION LANDFILL
SOLID WASTE
TRANSFER STATION
DIRECTORATE OF PUBLIC WORKS
BUILDING NO. 3-1631
BLDG 2-2414
USACE SOCOM RESIDENT ENGINEER
VEHICLE REGISTRATION
BUILDING 4-2843,
SOLDIER SUPPORT CENTER,
AND TRUCK INSPECTION PLAZA
ACCESS CONTROL POINT (ACP) #8
OFFICE (DRMO) BLDG. NO. J-1334
DEFENSE REUTILIZATION MARKETING
PROJECT SITE
FORT BRAGG
VICINITY MAP
LAURINBURG
ELIZABETHTOWN
CLINTON
MT. OLIVE
SANFORD
ASHEBORO
BISCOE
ROCKINGHAM
DARLINGTON
LUMBERTON
WHITEVILLE
WILMINGTON
WALLACE
GOLDSBORO
SMITHFIELD
WILSON
DUNN
FAYETTEVILLE
N. CAROLINA
S. CAROLINA
421
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117
40
40
N
RALEIGH

CANTONMENT AREA
CONTRACTOR PARKING
RESTORED TO ORIGINAL CONDITION.
PARKING AREA FOR PRIVATELY OWNED VEHICLES MUST BE
CONNECTICUT ROAD. AT THE END OF THE CONSTRUCTION, THE
AREA LOCATED AT THE INTERSECTION OF MANCHESTER ROAD AND
AND PRIVATELY OWNED VEHICLES MUST PARK IN THE DESIGNATED
WILL BE ALLOWED ON THE CONSTRUCTION SITE. ALL PERSONAL
SITE. ONLY PROPERLY IDENTIFIED COMPANY OWNED VEHICLES
CONTRACTOR PARKING SHALL BE LIMITED TO THE CONSTRUCTION
CONTRACTOR PARKING
INSTALLATION ACCESS POINT
1 .5 0 1 2 3
GRAPHIC SCALE
MILES
HOKE COUNTY
ACP#4
ACP#10
ACP#13
ACP#9
ACP#8AACP#7
ACP#1
ACP#12 AND SAT /SUN /HOLIDAYS 0900-1700
ACP#11
COUNTY
CUMBERLAND
CONNECTICUT
ROAD
MANCHESTERROADPOINT (ACP) PLAN
POST ACCESS CONTROL
VEHICLES REQUIRE REGISTRATION.
COMMERCIAL OR PRIVATELY OWNED
HAVE NEITHER. ALL CONTRACTORS
A DECAL, HAVE A TEMPORARY PASS, OR
REGARDLESS OF WHETHER THEY HAVE
ALL VEHICLES ARE SUBJECT TO SEARCH,
BARRIERS
= ROAD CLOSED WITH GATES OR
A WEEK= TRUCK INSPECTION PLAZA
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS
5 DAYS A WEEK= DECALS ONLY
ACP NUMBERS 2, 8A, 12 OPERATES 16HRS/
7 DAYS A WEEK= DECALS ONLY.
ACP NUMBERS 3, 9, 10 OPERATES 24HRS/
24HRS/ 7 DAYS A WEEK= ALL PROCESSING.
ACP NUMBERS 1, 4,7, 8, 11, 13 OPERATES
LANDFILL DISPOSAL REQUIREMENTS
SECTIONS 01 74 19.37 CONSTRUCTION AND WASTE MANAGEMENT AND 02 41 00 DEMOLITION FOR FURTHER INFORMATION.
SHOWN ON THIS SHEET, ARE CURRENTLY CLOSED AND UNABLE TO TAKE ANY CONTRACTOR WASTE. REFER TO SPECIFICATION
ALL REQUIRED DISPOSAL PERMITS. THE WASTE DISPOSAL AREAS AT FORT BRAGG, TO INCLUDE THE DEMOLITION LANDFILL
THE CONTRACTOR IS REQUIRED TO REMOVE ALL WASTE FROM THE SITE, AND IS RESPONSIBLE FOR DISPOSAL AND OBTAINING
NOTE:
MILITARY RESERVATION
FORT BRAGG
G-201S.HAGGARDM.MAYERVICINITY AND LOCATION MAPC. LOWEN
BNYV-101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-101.dgn5/4/20168:59:44 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
BLOCK
WALL
TRANSFORMER

5

WETLANDS
"TRAILER"
SIGN
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SURVEY LIMITS
SURVEY LIMITS
SURVEY LIMITS
SURVEY LIMITSSURVEY LIMITS SURVEY LIMITSSURVEY LIMITS10pi
4BO
4DW
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SIGN
"AMMO STORAGE"
COMM
COMM
CEV
ELEV=441.22
CP-6
ELEV=450.12
CP-5
ELEV=464.02
CP-1.1
ELEV=464.04
CP-7
ELEV=470.90
CP-1
CP-2
ELEV=473.41
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446
446446446 446446
CB
447
4474474
4
7
447
447447 447
447447447 447448
448448448448
448448
4
48
448
448
4484
4
8
12
CB
12
44
9
449449449
449
449449
4
49
449
449
449
449
44944
9
CB
S
460 455 450 445 440 440 445
450
460
455
470
465
465
460
450
455
465
460
455
470
450
450 45045045045045
0
450
450
450450
450
450450 450450
4
5
0450
450
450
450450
4
5
0
450
450
4
50SS
CB
W
12
451451
451451451
451
451451451
4
5
1
451
E
CB
E
452
452
452
452452 452452452452
452
452
S
4BO
4DW
10
10
6BO
10
10
4BO 453
453
45
34
5
3
453 453453453453
453453
10
10
6BO
10
12
454
454
4544
5
4
454
454
454454
454
454
454
WC
10
10
12
8
10
12
10
10
UC
4
5
5
455
4554
55455 455455
45
5
455
455 455455455455455
455455
455 455455455
455455
455
455
45510
10
4DW
E
10
12 8
456
456
4564
5
6 456456
456
45
6
456 456
4
5
6
4DW
CB
10
4DW
10
10
8
CB
12
CBCB
8
457
457
4
5
7
4
5
7 4574 5 7
457
457
457
4
5
7
457
45
7
6
CB 12
W
10
18"CMP
CB
8
CB
8
UC
E
10
10
458
458
458
4
5
8 458458458 458458
45845845
8
4DW
GATE
E
S
INV.-457.32
HW
W
8
W
18"C
MP
18"
C
MP
12
4BO
CUCUCUC
8
10
12
10
459459
459
4
59 459459459
459
459 459
45945
9
CB
10
CO
10
E
4BO
4BO
12
W
12
8
4BO
10
10
10
UC
12
460
4
6
0460460
460
460
4
6
0
460
460
460
460 460460460460 460460460460
460
460
460
460
460 460460460460
460
460460
4BO
12
6CH
6BO
18"CMP
UC
10
10
E
10
10
8
10
4BO
4BO
4BO
461
461 461461
46
1
461 461461461
461
461
461461
461
461
10
8
UC15"CM
P4BO
W
W
10
6BO
CO
10
6
10
12
4BO
6BO
462
462462
462
462
462
462 462462462
462
462462
462
462462462
462
8
4BO
12
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
8
12
8
E
10
8
UC UC
8
10
12
4DW
W
12
4634
6
3
463
463
463
463
463 4634
6
3
463
463
463463 463463
463463
463
463
10
4DW
W
W
10
10
10
C
10
4BO
10
4DW
8
10
UC
10
EJB
10
464464
464 464464
464
464
464
464
464464464
464
464
4644
64 464464
464
464
464
464
6BO
C
10
GATE
10
10
10
4DW
10
10
6BO
C
8
10
12
10
8
4DW 10
W
8
6
10
465
465
465
465
465
465
465
465
4654
6
5465 465 4654
65 46
5465465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
465
4
6
5 465465
465
465
4
6
5
465
465
88
8
4DW 8' CHAIN LINK FENCE10
12
10
8
4BO
10
8
6BO
10
E
8
12
8
10
8
10
8
466466
4 6 6
466466
466
4
6
6
466466 466466
466
466
466
4
66 466466
466
466
466
4 66
466
466
466
4
64
466
10
10
8
12' CHAIN LINK FENCE
SLIDING
GATE
10
10
6
12
W
10
10
10
10
8
10
12
10
10
10
8
4DW
1 STORY
METAL
BUILDING
BUILDING
METAL
1 STORY
CANOPY
BUILDING
METAL
1 STORY
CANOPY OVER
PARKING
ASPHALT
CONCRETE
DRIVE
FFE-460.63
FFE-465.11
FFE-470.05 WALKCONCRETE
PARKING
ASPHALT DRIVE
ASPHALT DRIVEASPHALT ROAD ASPHALTCONCRETE
DRIVE
CONCRETE
10
6
10
467467467 467
467467 467
467
467
4
67 4674674
67
467
467
467
467
467
463
467
46712
10
10
4BO
12
8
8
12
8
8
10
6
8
10
10
6
10
4BO
8
8
8
468468
468468468
468
468
468
468
468
4
6
8 468468468
468
468
468
468
468
468
46810
10
4BO
8
8
12
12
10
8
8
10
8
8
12
10
10
8
10
8
E
6
10
8
12
C
UCUCUC469469
469
46
9
4
6
9 469469469
469 469
469
469
469
4
6
9469469
469
469
6BO
6
8
12
12
6
10
8
10
8
6
8
8
8
AC
EM
TRANSFORMER
DUMPSTER
PAD
10
10
8
10
10
8
10
10
8
10
8
E
8
8
10
470
47
0
470
470
470
470
4
7
0
470
47047
0
470
470470470
4
7
0
470
470
4
7
0
470
470
4
7
0
470
4
70
4
7
0
470
470 470470470
470
12
10
6
10
10
8
8
12
12
12
10
4DW
8
12
12
10
8
8
10
8
8
6
8
6
8
8
4BO
8
6
8
10
10
12
10
6
8
471
471
471
471
471
471
471 471471471
471471
471
471
471
471
471 4714718
10
10
10
12
10
10
8
10
UNDERGROUND POWER PER DPW-7336 C3
UNDERGROUND POWER PER DPW-7336 C3(NOT F
IELD LOCATED
)PROTECTED DIST. SYSTEM PHASE 1 PER DPW-7336 C3
PROTECTED DIST. SYSTEM PHASE 1 PER DPW-7336 C3
(NOT FIELD LOCATED)
PROTECTED DIST. SYSTEM PER DPW-7336 C3
UNDERGROUND POWER PER DPW
-7336 C3
(NOT FIELD LOCATED)
(NOT FIELD LOCATED)
(NOT FIELD LOCATED)
(NOT FIELD LOCATED)
PROTECTED DIST. SYSTEM PER DPW-7336 C3
(NOT FIELD LOCATED)
8
8
10
8 10
CB
10
12
8
6
8
8
8
12
6
10 8
10
1212
12
E
10
CO
10
6
W
8
10
10
8
10
6BO
12
8
10
8
8
472
472 472472472
4 7 2
472
4
7
2
472
472
10
8
10
CO
10
12
8
W
8
8
8
1010
10
8
8
CB
12
10
10
8
8
10
W
10
10
12
6
10
12
10
10
6
473
473 473473473
473473
473
47
3
6
8
8
10
10
10
8
8
10
8
8
10
10
10
8
10
6
10
10
WELLHEAD
& PUMP
12
8
12
10
10
4BO
8
10
10
10
8
12
8
6
10
8
10
8
10
8
6BO
12
10
8
10
8
8
6
10
12
C
474474 474 474474474
474
47447447447
4
10
8
8
8
6
10
4BO
8
10
8
12
12
10
6
12
10
8
10
6
10
10
6
8
8
10
12
10
8
10
475
475
475
47
5 475
475
475 475475
47547
5
475
475
475
475 4754754754754758
8
8
8
12
10
6
8
8
10
8
10
8
E
10
10
CE
8
10
10
10
10
10
8
6BO
8
10
8
10
10
C
6BO10
8
10
10
10
476476 476
476
476
4764
7
6476
476
476
476476
8
C
8
10
8
10
10
12
10
8
10
10
10
8
8
12
8
8
C
8
6
8
8
12
6
8
8
6
8
8
12
10
8
8
8
C
8
8
8
8
8
8
12
610
10
8
8
10
6BO
8
8
W
477
477
477
477
477
477477
4774774776
10
6
8
10
8
8
10
10
8
10
E
10
10
8
10
8
6
12
10
8
8
8
8 8
6
10
10
8
8
478478 478
478
478
4
7
8478
478
4
7
8
478
478
4
7
8
8
6BO
12
12
8
10
10
8
10
8
6
8
8
10
8
8
10
10
10
8
8
10
6
479479 479
479
479
4794
7
9
4794794
7
9
479
4
7
9 4798
10
6
6
10
8
10
8
10
10
10
480
480
480
480
480
480
480
480
480480
4804
8
0
4
8
0
4
8
0
480 480480
480
480
4806
8
8
10
10
12
8
10
C
10
10
8
10
481481 481481
4
8
1
481481481
481 481481
10
8
10
8
12
8
8
8
8
8
8
8
8
10
10
8
4
82 482482482482482
482
482
482
6
8
8
10
8
8
8
E
E
4
8
3483
48
3
483
483
483
483
10
EE
8
4
8
4484
484
484484 48
4
484
10
10
12
10
10
12
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485 4
8
5
8
8
4
8
6486
486
486
486
486 486486
486
8
C
10
BUILDING 50TRANS.
W
8
10
CO
4
8
7
487
487
487
487
487
488
10
8
12
12
4
90 490490
490
490
490
490 4904908
12
10
14"
447
W W W W
W
W W W WWW W
FWFW FW
WFWFW
FW FW FW FW FW FWFWFWFWFWFWFWFWWWWFWFWFWFW
FW4"4"4"4"
4"4"4"4"4"
4"12"12"
12"8"8"8"8"8"8"
8"8"8"8"4"4"W W4"
12"12"
FWFW
W
4"
12"12"12"
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE
DITCH FI
RE BREAKROAD (DIRT)BARBED
WI
RE FENCE (ABANDONED)
FENCE POSTS (ABANDONED)DITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
GATE
10
TRANSFORMER
ASPHALT ROAD
DIRT TRAILDIRT TRAILDIRT TRAILDIRT
T
RAI
L
DIRT TRAILDIRT TRAIL
DIRT TRAILLTP
LTP
LTP
LTP
LTP
INV.IN=469.25
12" CMP HEADWALL
INV.IN=413.57
24" CMP
INV.OUT=412.21
24" CMP
CONN. N/A
EL.=429.59
5'X3'
ELECT. BOX
INV.IN=430.36
18" CMP
INV.IN=430.92
24" RCP
EL.=482.99
ELECT. BOX
INV.IN=479.24
18" CMP
INV.IN=461.31
24" CMP
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
INV.OUT=476.59
18" CMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
CONN. N/A
EL.=471.67
ELECT. BOX
U/G PUMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=445.66
DI
EL.=461.61
CLEANOUT
EL.=465.79
ON CONC. PAD
ELECT. BOX
EL.=459.19
CLEANOUT
SUMP=????
TOP=458.30
SS MH
EL.=471.70
CLEANOUT
EL.=472.14
CLEANOUT
INV.OUT=459.17
24" CMP
INV.OUT=468.64
15" CMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=443.94
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=444.97
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
INV. OUT=477.63
18" CMP
EL.=482.94
ELECT. TRANS.
24" RCP=435.05
24" RCP=435.10
EL.=445.40
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
????" RCP=195.96
24" RCP=441.00
EL.=445.30
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
18" RCP=444.43
EL.=449.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
CONN. N/A
EL.=469.89
ELECT. MH
BOLTED SHUT
CONN. N/A
TOP=452.12
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.06
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.10
SS MHBOLTED SHUT
CONN. N/A
TOP=449.90
SS MH
CONN. N/A
EL.=457.70
ELECT. MH
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
CONN. N/A
EL.=475.47
ELECT. SWITCHBOX
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
CONN. N/A
EL.=460.37
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=455.51
U/G ELECT. BOX
CONN. N/A
EL.=477.33
ELECT. BOX
CONN. N/A
EL.=462.50
U/G ELECT. BOX
CONN. N/A
EL.=459.27
ELECT. MH
CONN. N/A
EL.=458.28
U/G ELECT. BOX
CONN. N/A
EL.=453.62
ON CONC. PAD
ELECT. CONTROL PANEL
CONN. N/A
EL.=451.19
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=451.04
U/G ELECT. BOX
CONN. N/A
EL.=468.71
ELECT. MH
CONN. N/A
EL.=421.23
ELECT. BOX GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
DITCH
DITCH
DITCH
EL.=432.33
RETENTION POND
RIP RAP
RIP RAP
SPILL
WAY
GATE
GATE
PP (ABANDONED)
C.M.
GATE MOTOR
LP
C.M.
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAK
FIRE BREAK
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
C.M.
C.M.
WARNING LIGHT
C.M.
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
HEADWALL
UN-NAMED ROAD (ASPHALT GOOD COND.)
STOP SIGN
STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP
C.M.
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
LP
LP
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
"DO NOT ENTER" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
LP
EL.=454.02
WATER VALVE
"DO NOT ENTER" SIGN
LP
TANK
STEPS
BUILDING
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
BUILDING
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
GENERATOR
ELECT.
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
EL.=451.04
ON CONC. PAD
HVAC UNIT
EL.=470.60
ON CONC. PAD
A/C UNIT
EL.=470.53
ON CONC. PAD
A/C UNIT
EL.=469.54
ON CONC. PAD
A/C UNIT
EL.=466.99
SUMP PUMP
SUMP VENT
GATE
SWING
LP
"DO NOT ENTER" SIGN
STOP SIGN
END N/S
APPROX. LOC.
END N/S
APPROX. LOC.
END N/S
APPROX. LOC.
LP
LP
WALL
BOLLARD(S)
LP
LP
"RESERVED/HANDICAP" SIGNS
FFE=450.26
LP
LP
HEADWALL
HEADWALL
F.M.
INFO SIGN
RANGE
F.M.
DRIVE
GRAVEL
F.M.
PP W/ ANTENNA (ABANDONED)
ROOF OVERHANG
EL.=475.36
WATER SPIGOT
CONN. N/A
EL.=459.60
WATER VALVE CONN. N/A
EL.=461.48
WATER VALVE
CONN. N/A
EL.=461.44
WATER VALVE
CONN. N/A
EL.=462.99
WATER VALVE
CONN. N/A
EL.=463.13
WATER VALVE
CONN. N/A
EL.=463.15
WATER VALVE
BLD. FROM TANKS
MULTIPLE PIPES INTO
CONN. N/A
EL.=472.64
WATER VALVE
CONN. N/A
EL.=472.24
WATER VALVE
CONN. N/A
EL.=471.75
WATER METER
CONN. N/A
EL.=459.60
FIRE HYDR.
CONN. N/A
EL.=466.64
FIRE HYDR.
CONN. N/A
EL.=466.45
WATER VALVE
CONN. N/A
EL.=458.63
WATER VALVE
CONN. N/A
EL.=457.04
FIRE HYDR.
CONN. N/A
EL.=457.14
WATER VALVE
CONN. N/A
EL.=458.45
WATER VALVE
CONN. N/A
EL.=464.89
WATER VALVE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/PA
RKIN
G
A
REA
VEH
ICLE BARR
IER
GATE
"FIRING RANGE" SIGN
GATE W/
SIDE
WALK
3' HAND-RAIL
CONC. PAD
CONC. PAD
FIRE EXTINGUISHER
E.M.(ABANDONED)
END N/S
APPROX. LOC.
CONN. N/A
EL.=487.92
I.C.V.
CONN. N/A
EL.=481.91
I.C.V.
CONN. N/A
EL.=481.37
I.C.V.
CONN. N/A
EL.=475.45
TELE. BOX
CONN. N/A
EL.=476.02
TELE. PEDESTAL
CONN. N/A
EL.=475.79
TELE. PEDESTAL
CONN. N/A
EL.=454.28
FIRE MAIN
CONN. N/A
EL.=476.93
WATER VALVE
CONN. N/A
EL.=453.20
FIRE HYDR.
CONN. N/A
EL.=464.50
TELE. PEDESTAL
CONN. N/A
EL.=450.33
FIRE HYDR.
CONN. N/A
EL.=450.51
WATER VALVE
12" CMP
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
120'60'0 120'240'360'
GRAPHIC SCALE: 1"=120'-0"N
WESTERN AREA EASTERN AREA
V-101M.MAYEROVERALLC. LOWES.HAGGARDNORTHERN AREA
SITE SURVEYV-150 V-110
V-180
BNYV-110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-110.dgn5/4/20168:59:46 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
2
04217
2
1
4
2
27
22423
423723
424
4
2
5
425
4
2
5
426
4
2
6
427
4
2
7
428
428
429429
4
2
94304
3
0
430 430431
431
4
3
1
431432
432
432
432433
433
433
433434
4 3 4
4
34434
4344
35
435
436
436436 436
437
437437 4
3
7
438
438 438439
439
4
40
440
440
440
440 4
4
0
441
441
4
4
1
442
442
442 442443
443
443 443444
4
4
4
444 4444
4
4
445 445445445
4
4
54454
4
5
445445446
4
4
6446 446447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
450
450 4504504504504
5
0
450
450451451451451
4
514
5
2
452452452
452
4534
5
3453453
453
4544
5
4
454
454 454
C
4
5
5
455
455455455 455455455
455
4554564
5
6
456
456
4
574
5
7
4
57
457
457
458
4
5
8
458
458
459
4
59
459
459
460
4
6
0460460
460
460
4
6
0460 460
460
4604
6
1
461461 461
462
462462 462
463
463
463
C
464
464
4
6
4
465
465
465
465
4
6
5
465
465
466
466
4
6
6
466
467
467
4
6
7
467
468
468
4
6
8
468
469
4694
6
9
469
470
4
7
0
470
4
7
0
4
70
470
4
7
0
4
7
0
4
7
0
470
471
471
4
7
1 471471472
472
472
473
473
C
474474 474
475
475
475
4
7
5 475
475
475
475
475
475
4
76476 4
7
6
476
477
4
77
4
7
7
477
478478 4
7
8
4
78
479479 4794
7
9
480
480
480480
4804
8
0
4
8
0
480
480
480
480
480481481 481
4854
8
5485
485
485
485485485 485
485
490490490
490
490
490
490
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE
DITCH FI
RE BREAKBARBED
WI
RE FENCE (ABANDONED)
FENCE POSTS (ABANDONED)DITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
V-110M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEYV-112
V-115
V-113
V-114
V-111
BNYV-111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-111.dgn5/4/20168:59:48 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

469.39
4
7
0
472.31
473.70
473.83
473.92 4744
75
475.51
475.66
475.68 476476.01
476.06
476.07
476.16
476.81
4
7
7
477.06
477.50 478478.25
478.50
478.76
478.92 479479.01
479.56 4804804
8
0
4
8
0
480.31
480.58
480.61
480.71
480.93
480.94 481481.54
481.60
481.66
481.94 48
2
482
482.99 483483
484484
484.38
484.81 485485
485
485485485.56 486486
486
486
486 486486.16
C
486.28
BUILDING 50
W
486.73 486.84
486.85
CO
4
8
7
487
487
487
487
487487.20
487.52
487.55
487.66
487.66
487.84
487.94
487.94
488
488.04
488.15
488.17
488.74
488.82
489.09
489.91
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
CONN. N/A
VENT=486.05
TOP=486.16
COMM. MH
SHED
FIRE BREAK
FIRE BREAK
TIRE COMPOUND
C.M.
RANGE INFO SIGN
END N/S
APPROX. LOC.
F.M.
INFO SIGN
RANGE
CONN. N/A
EL.=487.92
I.C.V.
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
N
KEY MAP

V-115V-114
V-113V-112
V-111
419
420 420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
3
1
432 432433 433434
434
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442443
443 443444
44
4444
44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
4
8448448
449
449449
449449
450
450 4504
504
50450 4
50
450
450451
451451
451
4
51
452
4
5
2452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
4
70
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
04
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484
484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
04
9
0490
490
490
490
490 490
490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAKDITCHDI
TCHCONCRETE B
ARRIER
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABA
NDON
ED)BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
422.79
497582.610
1891830.963
(NAIL)
SPUR
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
483.82
498761.283
1892349.503
(REBAR)
LOWE-1
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
434.17
497804.239
1892057.682
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BR
EAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
V-111M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEY
N
KEY MAP

V-115V-114
V-113V-112
V-111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
422.79
497582.610
1891830.963
(NAIL)
SPUR
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
483.82
498761.283
1892349.503
(REBAR)
LOWE-1
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
434.17
497804.239
1892057.682
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYV-112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-112.dgn5/4/20168:59:51 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

444444.82
4454454
4
5
445.89
446446
446.65 447447.46
447.52
447.98
448448448.66
449
449449.11
449.72
450
450450450450.12
450.35
450.48
450.74
450.75
450.89
450.90 451451451
CB
451.32
451.43
451.60
451.75
451.86
451.88 452452
452.18
452.46
452.72 453453453
453.14
453.17 453.36
453.41
453.84 454454
454
C
454.25
454.63
454.65
454.76
UC
4
5
5
455
455455455455.23
455.51
E
4564
5
6
456.01
CB
456.08
456.36
CB
456.84
456.98 4574
5
7
457 457.05 W
457.29
CB
457.75
457.77
457.92
458
4
5
8
458
458.08
W
W
458.97
459
4
5
9
459
460
4
6
0460460
460
4
6
0
460.06
E
4
6
1
461
462
462
463
463
463.59
464
464
464.37
464.54
465
465
4
6
5
465.01
465.17
465.25
465.63
465.66
465.83
465.98
466
4
6
6
467
4
6
7
467.65
467.86
468
4
6
8 468.62 4694
6
9
469.37
469.54
469.81
4
7
0
4
7
0
470.02
470.90
470.95
4
7
1 471471472
4
7
5 475
475
475.32
476.80
477.91
478.12
478.16
478.76
479.72
480
480 480480.14
480.44
FW FWFWFWFW
8"8"8"8"12"
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAKDITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
CONN. N/A
EL.=460.37
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=455.51
U/G ELECT. BOX
"DO NOT ENTER" SIGN
GATE
SWING
LP
"DO NOT ENTER" SIGN
STOP SIGN
LP
WALL
BOLLARD(S)
CONN. N/A
EL.=458.63
WATER VALVE
CONN. N/A
EL.=457.04
FIRE HYDR.
CONN. N/A
EL.=457.14
WATER VALVE
CONN. N/A
EL.=458.45
WATER VALVE
CONN. N/A
EL.=454.28
FIRE MAIN
CONN. N/A
EL.=450.33
FIRE HYDR.
CONN. N/A
EL.=450.51
WATER VALVE
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
V-112M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEY
N
KEY MAP

V-115V-114
V-113V-112
V-111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
422.79
497582.610
1891830.963
(NAIL)
SPUR
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
483.82
498761.283
1892349.503
(REBAR)
LOWE-1
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
434.17
497804.239
1892057.682
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYV-113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-113.dgn5/4/20168:59:53 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

441.73 442.37
443 443444
4
4
4
444.29
444.39
444.71
445 445445446 446447 447447.53
448
4
4
8
448.20
4
4
9
4
5
0
450
450450.59 451451451.39
4
5
2
452
452.05
452.49 453453
453.22
454
455
455
455456
456.43
456.98
457
457.17
458
459
459.17
459.28
459.37
460
460
460461
461.37
462
462.76
462.96
463 463.20
463.28
C
463.49 463.57
4
6
4
BM
464.95
465
465
465
465.27
466
466
466.28
466.31 467
467
467.08
467.10
467.15
467.26
467.40
468
468
468.20
469
469
470
470
470
470.13
470.42
470.94
471
471.16
471.44
472
472
472.58
473
473.06
474
475
475
4
7
6
477.63
477.80
477.83
AND SCRUB
SCATTERED TREES
INV.IN=461.31
24" CMP
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
INV.OUT=459.17
24" CMP
464.43
498246.932
1892511.456
(NAIL)
SPURCONN. N/A
VENT=463.19
TOP=463.32
COMM. MH
DITCH
DITCH
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE FI
RE BREAKFIRE BREAK
HEADWALL
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'V-113
EASTERN AREA M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEY
N
KEY MAP

V-115V-114
V-113V-112
V-111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
422.79
497582.610
1891830.963
(NAIL)
SPUR
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
483.82
498761.283
1892349.503
(REBAR)
LOWE-1
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
434.17
497804.239
1892057.682
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYV-114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-114.dgn5/4/20168:59:55 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

419.62
4
2
04217
2
1
421.35
4
2
27
22422.20
BM
423
423723
423.58 424
424.28
4
2
5
425
4
2
5
425.44
426
4
2
6
426.09
426.67
427
4
2
7
428
428428.31
428.91 428.96
429
4
2
9
429.18 4
3
0
430 430430.09
431
431 431431.37
431.46
431.60
431.78
432
432 432432.08
432.30
432.51
432.71
432.78
433
433 433434
4 3 4
434434BM
434.75
434.81
4
3
5
435
435.02
435.14
435.32
435.32
435.48
436
436
436.02
436.79
437
437
437.25
437.34
437.96 438
438438.02
438.19
438.74
438.82
439
439.68
439.73
4
4
0
440
440
440
440.17
440.31
440.76
441
441.02
441.16
441.84
441.93
442
442.26
443
443.44
4
4
4
444.69 445445
4
4
5445 446446.04
446.34
446.48 447447.99 448448.03 449450 450450451451.75 4524
5
3
453.79
4
5
4 455455455.08
4
5
6
4
5
7
4
5
8
RIP RAP
DITCH
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES FENCE (ABANDONED)BARBED WI
RE
(ABANDONED)
FENCE POSTS
CONN. N/A
EL.=429.59
5'X3'
ELECT. BOX
422.79
497582.610
1891830.963
(NAIL)
SPUR
434.17
497804.239
1892057.682
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
CONN. N/A
EL.=421.23
ELECT. BOX GRAVEL ROAD
GRAVEL ROAD
DITCH
RIP RAP
E.M.(ABANDONED)
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
V-114M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEY
N
KEY MAP

V-115V-114
V-113V-112
V-111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
422.79
497582.610
1891830.963
(NAIL)
SPUR
486.90
498735.734
1892037.115
(REBAR)
LOWE-2
485.55
498719.226
1891794.830
(REBAR)
LOWE-8
483.82
498761.283
1892349.503
(REBAR)
LOWE-1
469.43
498305.056
1892378.070
(REBAR)
LOWE-5
490.06
498536.385
1891996.928
(REBAR)
LOWE-7
471.90
498076.100
1891969.761
(REBAR)
LOWE-6
434.17
497804.239
1892057.682
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
422.96
497634.776
1891594.076
(NAIL)
SPUR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYV-115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-115.dgn5/4/20168:59:57 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016436
4
3
7 438438.18
439439.01
440 4
4
0
440.76
441 4
4
1
441.05
441.20
441.66
442 442443
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
V-115M.MAYERC. LOWEEASTERN AREAS.HAGGARDSITE SURVEY
BNYV-150.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-150.dgn5/4/20168:59:58 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10
10
10
12
12
12
6
8
8
8
10
8
8
8
8
8
8
6
10
10
6
10
10
12
413.48
4
1
7
4
18
4
19
4
2
0
420.04
421.24
421.92 422423423.37
423.95 424424.28
424.60
424.91 4254
2
5
426426
426.08
426.52
426.77
427
427
427.68 428428
428.15
428.48
428.58 429429
429.36
429.61
430
4
3
0
430.48
430.75
430.96
430.97
431.00 4314
3
1
431.07
431.26
431.48
432
43243
2
432.24
432.28
432.31
432.31
432.39 432.43
432.85 433
4
3
3
433433433433.09
433.49
434
434434434434434434.00
434.58
434.72
434.82
434.85
434.90
434.92
435 435435435.02
435.07
435.09
435.13
435.14
435.89
435.99
436 436436
436436436.22
436.23
436.33
436.42
436.77
437 437437
437437437.77
438
4
3
8
438
438
438
438.50
438.84
438.84
438.90
439
4
3
9
439
439
439.31
440
440
440
440.12
440.32
440.85
441 441441
441
441
442 4
4
2442
442
442442.35
443 4
4
3
443
443
443
443.00
443.79
CB
444
444
444
444
444
444.65
CB445445445
445
445
445.13
445.16
445.17
445.28
CB CB
445.43
CB
446.00
446
446
446446
446
446.21
446.29
446.37
446.50
CB
446.73
446.75
446.76 446.89
447 447
447447
447.13
447.17
447.19
447.32
447.62
447.73
447.74
447.77
447.87
448
4
4
8
448
448.09
448.13
448.14
448.15
448.16
448.21
448.66
448.70
448.82
CB
448.90
449
4
49449
4
4
9
449
449.04
449.05
449.08
449.13
449.28
449.57
449.67
449.69
S
465
460
450
455
465
460
450450
450
450450
450
450
450
450450
450
SS
450.12
CB
450.26
450.31
450.33
450.36
450.58
451 451451
451
E
E
451.52
451.54
452 452452
452
452.08
452.10
S
452.33
452.41
452.62
452.70
453 453453
453
453.24
453.25
453.76 454 454454
4
5
4
W454.57
455
4
5
5
455
455 455455455
455
455.21
455.56
455.88
456
456456
4
5
6
456.17 CBCB
457
4
574
5
7
CB
457.23
457.26
457.40
CB
457.64
E
457.87
457.92
457.96
458 4584584
5
8458.21
E
S
458.33
458.37
458.37
458.38
8
458.58 458.59
458.63
18"
C
MP
18"
C
MP
458.85
CUCUCUC
8
10
459
459
459
459CB
459.11
CO
E
459.30
459.33
459.58
W
8
459.92
UC
460
460
460460
460460
460
460
460
460
460460
460.02
460.17
18"CMP
UC
460.21
460.32
460.38
460.48
460.57 4BO
460.91
461
461
461
461
461
461
461.02
UC
461.21
461.23 15"CM
P461.36
461.40
W
W
461.49
461.52
461.53
CO
461.70
12
461.83
461.92 462462
462
462
462462
462
462462462
462.03
462.03
462.09
462.12
462.13
462.15
462.19
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
462.39
462.39
E
462.51
462.54
462.60
UC UC
462.85
462.89
462.89
462.91
462.98
W463463
463
463
463463 463463463
463
463
463.08
463.09
W
W
10
463.19
10
463.28
10
UC
463.60
463.70
463.79
463.80
EJB
463.91
463.99 464464 464464
464
464
4644
6
4
464464
464
464
464
464.06
C
GATE
464.23
464.45
C
464.55
464.56
8
464.69
464.70
464.72
464.75
464.81
464.84
464.87
W
464.92
6
464.95
464.96
465
4
6
5
465
465
4 6 5
465
46546
5465465
465
465
4
65
465 4654
6
5
465465
4
6
5465 465
465.09
465.13
465.18
465.28
10
465.29
465.33
465.40
465.55
E
8
465.90
465.92 466466
4 66466466
466
466466466
466
466
466
4 6 6
466
466
466
466.01
466.11
466.12
466.17
12' CHAIN LINK FENCE
466.30
6
W
8 466.69
10
466.81
466.83 466.85
466.85
466.90
466.92 467467467 467
467
467
467467
467
467
467467.02
467.09
467.32
467.37
467.42
8
467.50
8
467.67
467.71
467.71
10
6
8
8
468468
468468468
468
468
468
468
468
468
468
468468.09
8
468.20
468.21
8
468.28
8
12
10
468.55
8
468.68
E
6
468.84
468.88
C
UCUCUC469469
469 469
469
469
469469469
469
469
469.01
469.08
469.10
6
469.21
12
6
8
469.37
469.39
8
8
EM
10
469.54
469.58
469.60
10
469.63
469.64
8
10
8
E
8
469.97
469.98
470
470
470
470
470
470470470
470470470
4
7
0
470
470.03
12
470.05
6
470.16
10
10
8
8
470.23
470.26
10
8
12
470.37
470.37
8
470.41
8
10
8
8
8
6
8
8
470.76
6
8
470.85
470.87
470.88
6
470.95
471
471
471
471
471
471
471
471.01
471.04
471.05
10
471.14
10
10
471.17
8
8
471.32
CB
8
6
8
8
471.46
471.51
12
6
8
10
E
CO
10
6
W
471.75
8
10
8
12
8
8
4
7
2
472
10
8
CO
12
W
8
8
10
10
10
8
8
CB
12
8
W
10
6
472.85
472.86
12
472.91 10
472.95
10
6
473
4
7
3
473.10
8
10
10
10
473.17
8
10
8
10
6
WELLHEAD
& PUMP
12
8
12
10
10
10
10
8
8
6
473.67
10
10
8
10
8
10
8
10
8
8
6 4744748
8
6
8
8
12
12
10
6
12
8
6
10
10
6
474.71
8
474.86
8
10
474.94
474.95 4758
475.13
8
12
10
6
8
8
8
10
8
10
8
10
10
10
10
8 8
10
8
476
476476476.01
8
8
476.07
12
8
10
10
8
8
8
8
C
8
6
8
8
12
6
8
8
6
8
8
476.48
12
10
8
8
476.59
8 8
8
12
610
8
8
476.88
8
W
47747710
6
8
10
8
8
10
10
8
E
477.34
8
8
6
12
10
8
8
8
477.80
8 8
6
10
10
8
8
4
7
8
478
478
8
12
478.16
8
10
8
6
8
8
8
8
10
10
10
8
8
6 4794
7
9
479.01
8
10
6
6
10
8
10
10
6
8
8
10
10
12
8
10
10
10
8
10
10
8
8
12
8
8
8
8
8
10
10
8
6
8
8
10
8
8
8
10
8
10
10
10
8
8
8
8
8
14"
447
W W W W
W
W W W WWW W
FWFW FW
WFWFW
FW FW FW FW
FWFWFWWWWFWFWFWFW
FW4"4"4"4"
4"4"4"4"4"
4"12"12"
12"8"8"8"8"8"8"4"4"W W
4"
12"
FW
W
4"
12"12"
ROAD (DIRT)
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
GATE
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
LTP
LTP
INV.IN=430.36
18" CMP
INV.IN=430.92
24" RCP
CONN. N/A
EL.=471.67
ELECT. BOX
U/G PUMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=445.66
DI
EL.=461.61
CLEANOUT
EL.=465.79
ON CONC. PAD
ELECT. BOX
EL.=459.19
CLEANOUT
SUMP=????
TOP=458.30
SS MH
EL.=471.70
CLEANOUT
EL.=472.14
CLEANOUT
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
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SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=443.94
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=444.97
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
24" RCP=435.05
24" RCP=435.10
EL.=445.40
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
????" RCP=195.96
24" RCP=441.00
EL.=445.30
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
CONN. N/A
EL.=469.89
ELECT. MH
BOLTED SHUT
CONN. N/A
TOP=452.12
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.06
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.10
SS MHBOLTED SHUT
CONN. N/A
TOP=449.90
SS MH
CONN. N/A
EL.=457.70
ELECT. MH
CONN. N/A
EL.=477.33
ELECT. BOX
CONN. N/A
EL.=462.50
U/G ELECT. BOX
CONN. N/A
EL.=459.27
ELECT. MH
CONN. N/A
EL.=458.28
U/G ELECT. BOX
CONN. N/A
EL.=453.62
ON CONC. PAD
ELECT. CONTROL PANEL
CONN. N/A
EL.=451.19
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=451.04
U/G ELECT. BOX
CONN. N/A
EL.=468.71
ELECT. MH
EL.=432.33
RETENTION POND
RIP RAP
STOP SIGN
STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP
C.M.
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
LP
LP
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
LP
EL.=454.02
WATER VALVE
"DO NOT ENTER" SIGN
LP
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
GENERATOR
ELECT.
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
EL.=451.04
ON CONC. PAD
HVAC UNIT
EL.=470.60
ON CONC. PAD
A/C UNIT
EL.=470.53
ON CONC. PAD
A/C UNIT
EL.=469.54
ON CONC. PAD
A/C UNIT
EL.=466.99
SUMP PUMP
SUMP VENT
LP
LP
LP
"RESERVED/HANDICAP" SIGNS
FFE=450.26
LP
CONN. N/A
EL.=459.60
WATER VALVE CONN. N/A
EL.=461.48
WATER VALVE
CONN. N/A
EL.=461.44
WATER VALVE
CONN. N/A
EL.=462.99
WATER VALVE
CONN. N/A
EL.=463.13
WATER VALVE
CONN. N/A
EL.=463.15
WATER VALVE
BLD. FROM TANKS
MULTIPLE PIPES INTO
CONN. N/A
EL.=472.64
WATER VALVE
CONN. N/A
EL.=472.24
WATER VALVE
CONN. N/A
EL.=471.75
WATER METER
CONN. N/A
EL.=459.60
FIRE HYDR.
CONN. N/A
EL.=466.64
FIRE HYDR.
CONN. N/A
EL.=466.45
WATER VALVE
CONN. N/A
EL.=464.89
WATER VALVE
SIDE
WALK
3' HAND-RAIL
CONN. N/A
EL.=476.93
WATER VALVE
CONN. N/A
EL.=453.20
FIRE HYDR.
CONN. N/A
EL.=464.50
TELE. PEDESTAL
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
V-150S.HAGGARDM.MAYERWESTERN AREAC. LOWEBEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW SITE SURVEYVF151 VF152 VF153
VF154
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
V-151 V-152 V-153
V-154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYV-151.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-151.dgn5/4/20169:00:02 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016FORMER
TRANS-
BLOCK
WALL
"TRAILER"
SIGN
466
466
466
464
463
462
461
464
463
SURVEY LIMITS
SURVEY LIMITS10
10
10
10
12
12
10
10
10
10
12
12
12
6
8
8
8
8
8
8
8
8
10
10
SIGN
"AMMO STORAGE"
COMM
COMM
465
460
465
452.08 455458.63
18"
C
MP
460460.02
460.17
18"CMP
460.32
461
46115"C
M
P461.70
462
462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
462.39
463
463
463
463
463.09
10
10
EJB464 464
464
464
464
464.06
8
465
4 6 5
465
465465
4
6
5
465
10
465.33
465.55
8
465.92
466
466466466
466
466466466
466
466
12' CHAIN LINK FENCE
SLIDING
GATE
10
CONCRETE
PARKING
ASPHALT DRIV E
ASPHALT DRIVEASPHALT ROAD
466.90
467467 467
467
467
467
467467.02
467.32
467.37
468
468468468
468
468
468
468468.09
468.28
468.68
468.84
468.88
469
469
469469469
469
469
469.01
469.08
469.10
469.21
469.39
469.64
469.98
470
470
470470.03
12
10
8
6
10
PROTECTED DIST. SYSTEM PHASE 1 PER DPW -7336 C3
PROTECTED DIST. SYSTEM PHASE 1 PER DPW-7336 C3
(NOT FIELD LOCATED)
PROTECTED DIST. SYSTEM PER DPW-7336 C3
(NOT FIELD LOCATED)
PROTECTED DIST. SYSTEM PER DPW-7336 C3
(NOT FIELD LOCATED)
12
E
10
12
10
8
10
10
12
10
8
8
WELLHEAD
& PUMP
12
12
10
10
8
8
8
8
10
8
6
12
8
10
6
8
8
810
6
8
8
10
8
10
10
8 8
8
8
8
10
8
8
8
8
8
6
8
12
6
8
6
8
8
12
10
8
8
8 8
8
12
610
8
10
6
8
10
8
10
8
8
6
12
10
8
8
8
10
10
8
8
8
8
10
8
6
8
8
10
10
8
8
6
6
10
8
10
68
10
8
10
10
10
8
8
8
8
8
8
8
8
10
8
6
8
8
8
8
8
10
8
10
10
10
8
8
8
8
W
4"
GATE
ASPHALT ROAD
DIRT TRAILDIRT TRAILLTP
LTP
LTP
LTP
CONN. N/A
EL.=471.67
ELECT. BOX
ROAD (ASPHALT GOOD COND.)
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
V-151S.HAGGARDM.MAYERWESTERN AREAC. LOWESITE SURVEY
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
V-151 V-152 V-153
V-154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYV-152.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-152.dgn5/4/20169:00:03 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

8
6
6
434435 435435.99
436 436437 437438
438
438.50 438.90
439
439.31
440
440
440.12
440.32
441
441
442
442442.35
443
443
443.00
443.79
444
444
444.65
445
445
445.13
445.16
445.28
445.43
446.00
446
446
446.21
446.29
446.37
446.76
446.89
447
447.19
447.87
448
448.13
448.66
449
449.69
450
450
450
450.12
450.33
450.58
451
451
451.52
451.54
452
452
452.08
452.41
452.70
453
453
454
4
5
4
454.57
455
4
5
5
455
455
455.56
456
4
5
6
457
4
5
7
E
458 458458.33
UCUCUC
459 459459.33
459.58
460
460
460
460461
461.02
461.36
BM
461.40
461.52
461.53
461.92
462 462462
462.03
462.03
462.09
462.19
462.51
462.54
462.89
463 463
463.19
463.91
463.99
464
464
C
464.72
464.75
464.81
464.84
464.92
464.96
465
4
6
5
465
466
466466.17
8
466.69
467
467
467.09
8
8
467.67
467.71
6
8
468
468
468.20
8
E
6
C
UCUCUC469
469
469
8
470
470 470.05
6
470.37
6
6
471
471
471
10
471.17
8
8
471.32
6
8
471.51
6
10
6
8
8
8
6
6
8
10
10
6
6
8
6
8
6
6
88
8
8 8
6
6
W W W
W
W W
4"4"4"
4"4"
ROAD (DIRT)
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
8
8 9
7
461.37
498282.388
1890955.164
(60D NAIL)
SPUR
CONN. N/A
EL.=457.70
ELECT. MH
CONN. N/A
EL.=468.71
ELECT. MH
CONN. N/A
TOP=468.99
COMM. MH
STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP
C.M.
ROAD (ASPHALT GOOD COND.)
EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
CONN. N/A
EL.=464.50
TELE. PEDESTAL
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
V-152S.HAGGARDM.MAYERWESTERN AREAC. LOWE SITE SURVEY
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
V-151 V-152 V-153
V-154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYV-153.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-153.dgn5/4/20169:00:05 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

434.72 435436436.77 4374
3
8
438.84
4
3
9441442
4
4
3
44
4
446
CB
446.73
447
447
447.13
447.17 447.62
447.73
447.77
4
4
8
448
448.09
448.14
448.15
448.16
448.21
448.82
CB449
449
4
4
9
449
449.04
449.05
449.08
449.13
449.28
449.57
449.67
S
450450
450
450
450
450450
SS
CB
450.31
450.36 451451
E
E452
452 452.10
S
452.33 453453 454454
W455455
455.21 456456CBCB457CB
457.23
457.40
CB
457.87
457.92
457.96 458458E
S
458.37
458.38
458.58 458.59
458.85
C
459
459CB
459.11
CO
E
459.30
W
459.92
UC 460460
460
460
460
UC
460.21
460.48
460.57
460.91
461
461
UC
461.21
W
W
461.49
461.52
CO
462
462
462462.12
462.15
462.39
E
462.60
UC UC
462.85
462.89
462.91
462.98
W
463
463463 463463.08
W
W
463.28
UC
463.60
463.70
463.79
463.80
464
4644
6
4
464C
464.23
464.45
464.55
464.56
464.69
464.70
464.87
W
464.95
4
6
5
4654
6
5
465465
4
6
5465
465.09
465.13
465.18
465.28
465.29
465.40
E
465.90
466
4 6 6
466.01
466.11
466.12
466.30
W
466.81
466.83 466.85
467
467.42
467.50
467.71
468
469
469.54
E
470
4
7
0
470
470.16
471
471.04
471.14
CB
471.46
CO
W
4
7
2
CO 473473.10
473.17
14"
447
W WWW W
FWFW FW
WFWFW
FW FW FW
FWFWFWWWWFWFWFWFW
FW4"4"4"
4"12"12"
12"8"8"8"8"8"4"4"W W
4"
12"
FWSSSS
SSSS6"4"4"12"12"
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 6668
8
8
8
8 8
12
9
9
9
77
11
11
88
8
7
74 9
7
0-9116
BUILDING
0-9117
BUILDING
CONN. N/A
TOP=458.89
COMM. MH
U/G PUMP
EL.=461.61
CLEANOUT
TOP=464.06
COMM. MH
EL.=465.79
ON CONC. PAD
ELECT. BOX
EL.=459.19
CLEANOUT
SUMP=????
TOP=458.30
SS MH
EL.=471.70
CLEANOUT
EL.=472.14
CLEANOUT
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
CONN. N/A
EL.=469.89
ELECT. MH
BOLTED SHUT
CONN. N/A
TOP=452.12
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.06
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.10
SS MHBOLTED SHUT
CONN. N/A
TOP=449.90
SS MH
CONN. N/A
EL.=462.50
U/G ELECT. BOX
CONN. N/A
EL.=459.27
ELECT. MH
CONN. N/A
EL.=458.28
U/G ELECT. BOX
CONN. N/A
EL.=453.62
ON CONC. PAD
ELECT. CONTROL PANEL
CONN. N/A
EL.=451.19
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=451.04
U/G ELECT. BOX
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
LP
LP
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
LP
EL.=454.02
WATER VALVE
"DO NOT ENTER" SIGN
LP
TANK
FFE=472.16
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
GENERATOR
ELECT.
3' HAND-RAIL
SIDEWALK
SIDEWALK
EL.=451.04
ON CONC. PAD
HVAC UNIT
EL.=470.60
ON CONC. PAD
A/C UNIT
EL.=470.53
ON CONC. PAD
A/C UNIT
EL.=469.54
ON CONC. PAD
A/C UNIT
EL.=466.99
SUMP PUMP
SUMP VENT
LP
LP
"RESERVED/HANDICAP" SIGNS
FFE=450.26
CONN. N/A
EL.=459.60
WATER VALVE
CONN. N/A
EL.=461.48
WATER VALVE
CONN. N/A
EL.=461.44
WATER VALVE
CONN. N/A
EL.=462.99
WATER VALVE
CONN. N/A
EL.=463.13
WATER VALVE
CONN. N/A
EL.=463.15
WATER VALVE
BLD. FROM TANKS
MULTIPLE PIPES INTO
CONN. N/A
EL.=471.75
WATER METER
CONN. N/A
EL.=459.60
FIRE HYDR.
CONN. N/A
EL.=466.64
FIRE HYDR.
CONN. N/A
EL.=466.45
WATER VALVE
CONN. N/A
EL.=464.89
WATER VALVE
SIDE
WALK
3' HAND-RAIL
CONN. N/A
EL.=453.20
FIRE HYDR.
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
V-153S.HAGGARDM.MAYERWESTERN AREAC. LOWESITE SURVEY
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
V-151 V-152 V-153
V-154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYV-154.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-154.dgn5/4/20169:00:07 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WETLANDS
452 451
449
448
447
SURVEY LIMITS
431.07
432
432.85 433433.09
434
435
435.89
438.84
440
440.85 445445
445.17
448.90
450450450.26
452.62
8
8
10
6
6
12
6
6
8
8
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
V-154S.HAGGARDM.MAYERWESTERN AREAC. LOWESITE SURVEY
BNYV-180.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-180.dgn5/4/20169:00:08 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4564574 5 7
458458459459459.17
459.28 460460460461461462462462.96 4634
6
3
463.20
463.28
C
464464464
BM 465465
465
465
4
6
5
465 466466
466
466466.28
466.31 4674674
6
7
467
467.10
467.15
467.26
467.40 468468468
468
468.20 469469469
469
469.94
470
4
7
0
470
4
7
0
4
7
0
470
470 470470470
470.13
470.94
471
471 471471471
471471
471 471.06
471.16
471.16
471.31
471.35
471.44
471.54
471.59
471.64
471.78
471.87
471.89
471.91
471.94
472 472472472
4 7 2
472
472.01
472.06
472.65
472.71
472.81
473 473473473
473473
473.01
473.08
473.56
473.57
473.58
473.67
473.73
473.79
473.84
BM
473.90
C
474 474474474
474
474474
474.11
474.16
474.38
474.99
475 475475
475475475
475
475 475475475475475.18
475.36
E C
E
475.63
BM
475.65
C
475.87
475.88
476
476
476
4764
7
6476
476
C
476.09
476.12
476.24
476.27
476.30
476.34
476.55
C476.77
476.79
476.88
476.93
477
477
477
4
7
7477
477
477.16
477.31
477.44
477.52
477.58
477.61
477.64
477.70
477.75
477.77
478
478
478
4
7
8478
4
7
8
4
7
8
478.09
478.10
478.25
478.37
478.44
478.57
478.79
478.88
478.93
478.95
479
479
479
4794
79
4
7
9 479479.16
479.23
479.27
479.47
479.59
479.64
479.69
479.84
479.91
479.92
479.99
480
480
480
480
480
480
480
480.01
480.03
480.06
480.11
480.11
480.25
480.31
480.52
480.56
480.61
C
480.77
481
4
8
1 481481
481.05
481.16
481.17
481.55
481.61
481.71
481.73
481.79
482
482
482.07
482.28
482.40
482.92
485
485 485489.90
490
490 490490490.84
490.96
491.07
491.08
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
INV.IN=469.25
12" CMP HEADWALL
475.65
498816.862
1893037.744
(NAIL)
SPUR
CONN. N/A
TOP=476.59
COMM. MH
VENT=480.33
TOP=480.61
COMM. MH
INV.IN=461.31
24" CMP
479.41
498782.902
1892723.614
(REBAR)
LOWE-3
475.79
498438.406
1892626.838
(REBAR)
LOWE-4
INV.OUT=459.17
24" CMP
INV.OUT=468.64
12" CMP
473.87
498483.275
1892753.654
(NAIL)
SPUR
464.43
498246.932
1892511.456
(NAIL)
SPUR
INV. OUT=477.63
18" CMP
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
CONN. N/A
EL.=475.47
ELECT. SWITCHBOX
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
CONN. N/A
VENT=473.54
TOP=473.98
COMM. MH
CONN. N/A
VENT=463.19
TOP=463.32
COMM. MH
GATE
GATE
PP (ABANDONED)
C.M.
GATE MOTOR
LP
C.M.
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FI
RE BREAKC.M.
HEADWALL
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
F.M.
PP W/ ANTENNA (ABANDONED)
ROOF OVERHANG
EL.=475.36
WATER SPIGOT PARKI
NG AREAV
EH
IC
LE
BA
R
R
IER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
FIRE EXTINGUISHER
CONN. N/A
EL.=475.45
TELE. BOX
CONN. N/A
EL.=476.02
TELE. PEDESTAL
CONN. N/A
EL.=475.79
TELE. PEDESTAL
12" CMP
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
V-180M.MAYERC. LOWES.HAGGARDNORTHERNNORTHERN AREA

BEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW SITE SURVEYVF182VF181
BNYV-181.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-181.dgn5/4/20169:00:10 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 20164
7
0
4
7
0
471
471 471471471.16
471.31
471.35
471.54
471.59
471.64
471.78
471.87
471.94
472
4 7 2
472.01
472.06
472.65
472.71
473
473473.01
473.08
473.56
473.58
473.90
474
474474.11
474.38 475475
475475
475.18
475.36
E C
E
475.88
476
476 4764
7
6476 476.24
476.27
476.30
476.34
476.55
C476.77
476.79
476.93
477
477
477
4
7
7477 477.16
477.58
477.61
477.64
477.70
477.75
477.77
478
478
478
4
7
84784
7
8
478.09
478.10
478.25
478.37
478.44
478.57
478.79
478.88
478.93
478.95
479
479
479
479479479.16
479.23
479.27
479.59
479.69
479.91
479.99
480
480
480
480
480.01
480.03
480.06
480.11
480.11
480.25
480.31
480.52
480.56
480.61
C 481481
481.05
481.16
481.17
481.71
481.73
482.07
482.40
AND SCRUB
SCATTERED TREES
INV.IN=469.25
12" CMP HEADWALL
CONN. N/A
TOP=476.59
COMM. MH
VENT=480.33
TOP=480.61
COMM. MH 479.41
498782.902
1892723.614
(REBAR)
LOWE-3
INV.OUT=468.64
12" CMP
INV. OUT=477.63
18" CMP
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
CONN. N/A
EL.=475.47
ELECT. SWITCHBOX
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
CONN. N/A
VENT=473.54
TOP=473.98
COMM. MH
GATE
C.M.
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
C.M.
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
F.M.
PP W/ ANTENNA (ABANDONED)
ROOF OVERHANG
EL.=475.36
WATER SPIGOT PARKI
NG AREAGATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
FIRE EXTINGUISHER
CONN. N/A
EL.=475.45
TELE. BOX
CONN. N/A
EL.=476.02
TELE. PEDESTAL
CONN. N/A
EL.=475.79
TELE. PEDESTAL
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
N
KEY MAP
V-182V-181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'V-181M.MAYERC. LOWES.HAGGARDNORTHERN AREA NORTHERNSITE SURVEY
BNYV-182.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\03_SurvMap\BNYV-182.dgn5/4/20169:00:12 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 20164614624
6
3464
464465
465
4
6
5
466466
467467468468469469470
4
7
0
470
470 470470471471472472473473474474
474475475BM
475.65
C
475.87
476
476C
476.12 477
475.65
498816.862
1893037.744
(NAIL)
SPUR
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
GATE
PP (ABANDONED)
C.M.
GATE MOTOR
LP
PP W/ ANTENNA (ABANDONED)PARKI
NG AREAV
E
H
IC
L
E

B
A
R
R
IE
R
CONN. N/A
EL.=475.45
TELE. BOX
12" CMP
SURVEY NOTES
6. UNITS OF MEASURE: U.S. SURVEY FEET.
IMMEDIATELY.
CONTRACTOR SHALL NOTIFY THE GOVERNMENT
GOVERNMENT. IF ANY DISCREPANCIES EXIST, THE
LOCATION WITHOUT ADDITIONAL COST TO THE
OF THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY
SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY
THE LOCATIONS OF ALL UTILITIES AND STRUCTURES
REGARDLESS OF LABELING. THE VERIFICATION OF
LOCATIONS MUST BE CONSIDERED APPROX ONLY
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS.
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
OR VERIFIED. SOME UTILITIES HAVE NOT BE CONNECTED.
SURVEYED, OR BOTH HAVE NOT BEEN FIELD LOCATED
AS APPROX. LOCATION, APPROX. LOCATION-END NOT
STORM DRAINAGE) SHOWN ON THE PLANS AND LABELED
5. THE UTILITY LINES (WATER, SANITARY SEWER, GAS AND
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
NAD83.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE,

ENGINEERS, LLC.
1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE
N
KEY MAP
V-182V-181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'V-182M.MAYERC. LOWES.HAGGARDNORTHERN AREA NORTHERNSITE SURVEY
BNYB-001.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-001.dgn5/4/20168:52:08 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016LEGEND:
SPECIAL EXCAVATION NOTES:
SHWT SEASONAL HIGH WATER TABLE BORING
FOR ADDITIONAL INFORMATION.
CUTTING. SEE SPECIFICATION 31-00-00
APPROXIMATE AREA REQUIRING UNDER-
SOIL PERCOLATION TEST LOCATION
CONE PENETROMETER TEST (CPT) SOUNDING LOCATION
STANDARD PENETRATION TEST (SPT) BORING LOCATION
EARTHWORK.
IN COMPACTED LIFTS IN ACCORDANCE WITH SPECIFICATION 31 00 00
THE COR, AND REPLACED WITH SATISFACTORY MATERIALS, BACKFILLED
REMOVED TO A MAXIMUM DEPTH OF FIVE FEET, AT THE DIRECTION OF
SITE. WHERE ENCOUNTERED, THESE UNSATISFACTORY SOILS SHALL BE
ACTIVITIES MAY BE ENCOUNTERED AT VARIOUS LOCATIONS ON THE
PROPERTIES ASSOCIATED WITH PREVIOUS UNDOCUMENTED FILL
SUBGRADE DUE TO THEIR LOOSE IN-PLACE DENSITY AND OTHER
2. SOILS DEEMED UNSATISFACTORY FOR USE AS PAVEMENT
MATERIALS AND READY TO RECEIVE FILL.
AND SIDES OF THE EXCAVATIONS ARE FREE OF LOOSE OR SOFT
CONTRACTOR’S INDEPENDENT TESTING LABORATORY THAT THE BASES
BACKFILLING, THE COR SHALL BE PROVIDED CONFIRMATION FROM THE
ACCORDANCE WITH SECTION 31 00 00, EARTHWORK. BEFORE
EM 385-1-1 AND OSHA 29 CFR 1926.652. BACKFILLING SHALL BE IN
FOOTPRINT. EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH
EXTEND A MINIMUM OF 10 FEET BEYOND THE LIMITS OF THE BUILDING’S
ELEVATION OF 438 FEET MSL, AND THE BASE OF THE EXCAVATION SHALL
COMPACTED LAYERS. THE EXCAVATION SHALL BE TO AN APPROXIMATE
REMOVED, AND SATISFACTORY SOIL SHALL BE REPLACED IN
EXCAVATED. ANY DEBRIS IN THE EXCAVATED MATERIAL SHALL BE
INDICATED ON PLATE B-102, THE IN-PLACE LOOSE SOILS SHALL BE
1. WITHIN THE PORTION OF THE FOOTPRINT OF BUILDING II

DATUM 1983 (NAD83), NORTH CAROLINA (3200).
11. COORDINATES SHOWN ON THE BORING LOGS REFERENCE THE NORTH AMERICAN
ESTIMATED FROM THE PENETRATION INDUCED PORE PRESSURE.
DESCRIBED BY ROBERTSON AND CAMPANELLA (1986). GROUNDWATER LEVELS WERE
RESISTANCE, SLEEVE RESISTANCE AND PENETRATION INDUCED PORE PRESSURE
TYPES DERIVED FROM THE ESTABLISHED RELATIONSHIPS BASED ON CONE TIP
SOIL STRATIGRAPHIC PROFILES IN THE CPT LOGS REPRESENT SOIL BEHAVIOR
SOIL-ENGINEERING PARAMETERS SUCH AS STRENGTH AND COMPRESSIBILITY. THE
RECORDED AND USED TO DETERMINE SOIL STRATIGRAPHY AND TO ESTIMATE
AT TWO-CENTIMETER INTERVALS. THE CPT SOUNDING DATA WERE ELECTRICALLY
SOIL TO MEASURE TIP RESISTANCE, SLEEVE FRICTION AND PORE WATER PRESSURE
ELECTRONICALLY INSTRUMENTED CONE WAS HYDRAULICALLY PUSHED THROUGH THE
TIP AND 150 SQUARE CENTIMETER SLEEVE. DURING A CPT SOUNDING, AN
LOAD CAPACITY ARA VERTEK CONE PENETROMETER WITH A 10 SQUARE CENTIMETER
SAVANNAH DISTRICT IN ACCORDANCE WITH ASTM D 5778-07, USING A 10-TON
10. THE CONE PENETROMETER TEST (CPT) SOUNDINGS WERE PERFORMED BY THE
TO ADVANCE THE BOREHOLES.
INSIDE DIAMETER (I.D.) CONTINUOUS FLIGHT HOLLOW STEM AUGERS WERE USED
DRILL RIG. AN AUTOMATIC HAMMER WAS USED DURING SAMPLING AND 4 1/4-INCH
AND HOLLOW-STEM AUGER. THE BORINGS WERE DRILLED WITH AN ATV CME 550
BORINGS PERFORMED BY THE SAVANNAH DISTRICT USED AUTOMATIC TRIP HAMMER
DISTANCE OF 30 INCHES, IN SUBSTANTIAL ACCORDANCE WITH ASTM D 1586. THE
INTERVAL OF 6 TO 18 INCHES USING A 140 - POUND SAFETY HAMMER DROPPED A
REQUIRED TO DRIVE A STANDARD SPLIT-BARREL SAMPLER OVER THE DEPTH
9. "N," STANDARD PENETRATION RESISTANCE, IS THE NUMBER OF BLOWS
AS DIFFERING MATERIALLY FROM THE DESCRIPTIONS SHOWN ON THE BORING LOGS.
ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE CONSIDERED
VARIATIONS IN CHARACTERISTICS OF THE SUBSURFACE MATERIALS ARE
LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL MINOR
ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE
8. WHILE THE SOIL TEST BORINGS AND CONE PENETROMETERARE TEST SOUNDINGS
SEE PARAGRAPH 3.1.5 OF SPECIFICATION 31 00 00 EARTHWORK.
DURING CONSTRUCTION. FOR GUIDANCE ON CONTROL OF WATER IN EXCAVATIONS,
INDICATIVE OF THE POTENTIAL TO ENCOUNTER A PERCHED-WATER CONDITION
DEPTHS IN THE DIFFERENT SPT BORINGS ARE CONDUCIVE TO, AND COULD BE
WERE PERFORMED. THE CLAY AND CLAYEY SAND LENSES ENCOUNTERED AT VARIOUS
CONDITIONS ENCOUNTERED AT THE BORING LOCATIONS ON THE DATES THE BORINGS
FUTURE, AND AT OTHER LOCATIONS ON THE SITE, MAY DIFFER FROM THE
CONSTRUCTION OPERATIONS. THEREFORE, GROUNDWATER CONDITIONS IN THE
CLIMATIC VARIATIONS, VARIATIONS IN SUBSURFACE SOIL CONDITIONS, AND
BE ENCOUNTERED. GROUNDWATER LEVELS WILL FLUCTUATE WITH SEASONAL AND
IS AVAILABLE, BUT DOES NOT NECESSARILY MEAN THAT GROUNDWATER WILL NOT
ON THE DATES SHOWN. ABSENCE OF GROUNDWATER DATA IMPLIES THAT NO DATA
AND CONE PENETROMETER SOUNDING LOGS, REPRESENT GROUNDWATER ENCOUNTERED
7. GROUNDWATER DEPTHS OR ELEVATIONS SHOWN ON THE SOIL TEST BORING LOGS

ENGINEERING PURPOSES.
CLASSIFICATION SYSTEM, ASTM D 2487, CLASSIFICATION OF SOILS FOR
6. SOILS ARE CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL
SHALL TAKE PRECEDENCE.
LOG AND THE LABORATORY CLASSIFICATION, THE LABORATORY CLASSIFICATION
WHERE THERE IS A DIFFERENCE BETWEEN THE CLASSIFICATION ON THE BORING
5. FOR LABORATORY SOIL TEST DATA, REFER TO PLATES B-315 AND B-321.
THROUGH B-314.
4. FOR CONE PENETROMETER TEST SOUNDING LOGS, REFER TO PLATES B-311
3. FOR SOIL PERCOLATION TEST DATA, REFER TO PLATE B-309.
2. FOR SOIL TEST BORINGS LOGS, REFER TO PLATES B-301 THROUGH B-307.
PENETROMETER TEST REFER TO PLATE B-101 AND B-102.
1. FOR LOCATIONS OF SOIL TEST BORINGS, PEROCLATION TEST AND CONE
NOTES:
B-001F.NJIKAMF.NJIKAMA. SWAINNOTES AND LEGEND
BNYB-101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-101.dgn5/4/20168:52:22 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10
10
12
12
12
6
8
10
8
8
8
10
4
1
7
4
18
4
19
4
2
04224234244254
2
5
426427 428429430
4
3
0
431432
432433
4
3
3
433433433434
4
3
4434434434434435435435436436 436
436436437437
437
437437438
4
3
8
438
438
438
439
4
3
9
439
439440440
440
440
440441441441
441
441 441441
441
441
442 4
42
442
442
442
443443443 4
4
3
443
443
443
444
444
444
444
444
445445
445
445
445
4
4
5445445
445
445
446
446
446446
446
447447 447
447447
448 448448448448
448
4
4
8
448449449449449
4
4
9
449
450450450450 450450450450
465
460
450
455
465
460
450450
450
450450
450
450
450450
450
451
451 451451
451
4
5
2
452 452452
452
453 453453
453
454 454454
4
5
4
4554554 5 5
455
455
455
4
5
5
455
455 455455455
455
456
456456
4
5
6
457
4
5
74
5
7458 4584584
58
18"
C
MP
18"
C
MP
C
10
459
459
459
4598 460460
460
460460460460460
460
460460
460460
460
460
460
460
460460
18"CMP
4BO
461
461
461
461
461
461
46115"C
M
P12
462
462
462462462
462
462
462462
462
462462462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
463 463 4
6
3
463463 463
463
463
463463463
463
463
463463 463463463
463
463
10
EJB 464464464464464464
464
464464464464464
464 4644
6
4
464464
464
464
464
C
GATE
C
8
4 6 5
465 465465 465465
465
4654654
6
5
4 6 5
465
465
4
6
5
465
465
4 6 5
465
4654
65465465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
10
8
466
466
466
466466
466
4 66466466
466
466466466
466
466
466
4 6 6
466
466
466
12' CHAIN LINK FENCE
10
467
467467
467467 467
467
467467
467
467
467468468
468
468468468
468
468
468
468
468
468
468
468C
4
6
9
469469
469
469
469
469
469469469
469
469
EM
470
470
470
470
470
470
470470470
470470470
4
7
0
470
12
6
471
471
471
471
471
471
8
4
7
2
472
10
8
8
10
6
12
10
473
4
7
3
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
8
8
10
8
10 474474
6
12
12
10 10 47510
8
8
10
10
8
476
4764768
8
8
C
6
6
8
8
8
10
8
8 47747710
8
8
8
6
12
8
8
6
10
10
8
4
7
8
478
478
8
12
8
6
8
8
8
10
10
10 47910
10
8
10
10
8
8
8
8
8
8
8
10
10
6
8
8
10
10
10
10
8
8
8
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
HW-50
HW-57
HW-54
CI-50
CI-51
CI-52
CI-53
CI-54
CI-55
CI-56
CI-57
CI-58 CI-59
CI-60
CI-61
CI-62
CI-63
CI-64
CI-65CI-66
CI-67 CI-68
CI-69
SDMH-50

HW-55
GI-50
HW-56
GI-51
GI-52
HW-51

CI-71
CI-70
CI-72
CI-74
SDMH-51
SDMH-52
CI-73
TR-50

CB-18
SDMH-53
CI-75
SDMH-54
CI-76
CI-77 CI-78
OW-50
HW-52
MH-55
SD
SDMH-56
CB-50
GATE
0-9116
BUILDING
0-9117
BUILDING
B-09
B-10
B-11
B-08
B-07
SHWT-03
PT-04
PT-05
N 498,228
E 1,890,728
N 498,199
E 1,890,861
N 498,153
E 1,890,932N 498,165
E 1,890,728 N 498,183
E 1,891,152
N 498,380
E 1,891,303
N 498,380
E 1,891,032
N 498,381
E 1,890,715
N 497,983
E 1,890,666
N 498,008
E 1,890,693
N 498,038
E 1,890,719
CPT-02 CPT-03 CPT-04
CPT-13
PT-10
PT-11
N 498,210
E 1,891,056
N 498,146
E 1,891,055
N 498,255
E 1,890,929
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
B-101A. SWAINLEGEND:
SHWT SEASONAL HIGH WATER TABLE
FOR ADDITIONAL INFORMATION.
CUTTING. SEE SPECIFICATION 31-00-00
APPROXIMATE AREA REQUIRING UNDER-
SOIL PERCOLATION TEST LOCATION
CONE PENETROMETER TEST (CPT) LOCATION
STANDARD PENETRATION TEST BORING LOCATION F.NJIKAMSOIL TEST BORING LAYOUT PLAN(WESTERN AREA)F.NJIKAM
BNYB-102.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-102.dgn5/4/20168:52:25 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

LEGEND:
SHWT SEASONAL HIGH WATER TABLE
FOR ADDITIONAL INFORMATION.
CUTTING. SEE SPECIFICATION 31-00-00
APPROXIMATE AREA REQUIRING UNDER-
SOIL PERCOLATION TEST LOCATION
CONE PENETROMETER TEST (CPT) LOCATION
STANDARD PENETRATION TEST BORING LOCATION
4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
2
0
7
2
1
4
2
27
22423
423723
424
4
2
5
425
4
2
5
425
4
2
5
426
4
2
6
427
4
2
7
427
427
4
2
7
428
428
4
2
9
4
2
9
429429
429429
4
2
9
4304304
3
0
430 430431
431
4
3
1
431432
432
432
432433
433
433
433434
4
34434
434435
4
35
435
436
436436 436
437 437 437
437437
437
437437 4
3
7
438438
438
438438 438
438
438
438
438 438439
439
439
439
439
440
440
440440440
4
40
440
440
440
440 4
4
0
441 441
441441
441
441
4
4
1
442
442
442 442
442
442
442
442
442
442 442443443443443443
443
443
443 443444 444
444
4
4
4
444 4444
4
4
445445445445
445
445
445
445
445 445445445
4
4
5445445 445446
4
4
6446 446447447447
447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
450
450
450
450 450
450
450
450450
450
450 4504504504504
5
0
450
450451451451451
4
51452 4524
5
2
452452452
452453 4
53
4534
5
3453453
453
454454
4
5
4
454
454 454
C
455455455
455455
455
4
5
5
455
455
455
4
5
5
455
455455455 455455455
455
455456
456
4564
5
6
456
456457
457 457
457457457457457457
457 457
4
574
5
7
457
457
458
458458458458458458458
458
458
458
4
5
8
458
458
459
459459
459
459
459
4
59
459
460
460
460
460 460460
460
460460
460460
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4
6
0
460460 4
6
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4
6
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460
4
6
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4604
6
1
461461 461
462
462462 462
463
463
463
C
464
464
4
6
4
465
465
465
465
465465
4
6
5
465
465
465
465
4
6
5
465
466
466
466
467
467
467
468
468
4
6
8
468
469
4694
6
9
469
470
470
470
4
7
0
470 470470
4
7
0
470
4
7
0
4
70
470
4
7
0
4
7
0
4
7
0
470
471
471
4
7
1
4714
7
2
472
472
472
473
473
C
474474 474
475
475
475
475 4754 7 5
475
BIO-RETENTION BASIN
475475475
475
475
4
7
5 475
475
475
475
475
475
4
76476 4
7
6
476
477
4
77
4
7
7
477
478
478
478478 4
7
8
4
78
479479 4794
7
9
480 480480480
480
480480
4804
8
0
4
8
0
480
480
480
480
480481481 481
4824854
8
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485
485
485485485 485
485
490490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
BUILDING 2
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GI-1
SS CO
GI-2
GI-3
GI-4 GI-5 GI-6
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10 CB-15
CB-16
CI-5
CI-4
CI-6
GI-7
GI-8
CB-14
HW-3
HW-2
CI-9
CI-7
CB-17
CB-1CB-9
CB-11
CB-12
CB-13
CI-3CI-11
HW-5
HW-6
CI-8
CI-10
CB-8
GI-9
RD CO
RD CO
RD CO
CO
RD
RD CO
RD CO
HW-7
SDMH-3
HW-8
SDMH-4
HW-9
GI-10
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CI-18
CI-19
CI-20
SDMH-9
CO
RD
CO
RD
CO
RD
SDMH-8
RD CO
SDMH-7
SDMH-11
SDMH-10
MH-6
SD
CB-19
HW-16
HW-17
SDMH-12
EXCB-1
MH
SS
MH
SS
MH
SS
MH
SS
MH-1
FD
MH-2
FD
MH-3
FD
SDMH-2
MH
SS
MH
SS
MH
SS
CONCRETE PAD
DS
DS
DS
DSRD
RDRDHW-1
DS
DS
DS
DS
HW-2
DS
DS
DS DS
GI-112"RD12"
CO
RD12"CB-3
DYH
B-04
SHWT-01
PT-01
PT-02
SHWT-02
N 498,215
E 1,891,703
N 498,122
E 1,891,787
N 498,025
E 1,891,724
N 498,126
E 1,891,923
N 498,217
E 1,892,002
N 498,017
E 1,892,002
N 498,221
E 1,892,201
N 498,200
E 1,892,240
N 497,680
E 1,891,725
N 497,652
E 1,891,791
N 497,679
E 1,891,839
N 497,852
E 1,891,673
N 498,313
E 1,891,715
N 498,313
E 1,891,979 N 498,286
E 1,892,169
N 497,936
E 1,891,860
N 497,839
E 1,891,997
N 497,754
E 1,891,811
N 498,178
E 1,892,342
CPT-07
CPT-08
CPT-06
CPT-01
CPT-05
CPT-10
CPT-09
CPT-11
PT-06
PT-07
PT-08
PT-09
N 497,810
E 1,891,710
N 497,893
E 1,891,709
N 497,893
E 1,891,929
N 497,811
E 1,891,886
B-04
B-06
B-02 B-05
B-01
PT-03
B-03
CPT-12
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
B-102A. SWAINF.NJIKAMSOIL TEST BORING LAYOUT PLAN(EASTERN AREA)F.NJIKAM
BNYB-301.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-301.dgn5/4/20168:52:29 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-301F.NJIKAMF.NJIKAMA. SWAINSOIL TEST BORING LOGS
BNYB-302.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-302.dgn5/4/20168:52:47 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-302F.NJIKAMF.NJIKAMA. SWAINSOIL TEST BORING LOGS
BNYB-303.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-303.dgn5/4/20168:53:04 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-303F.NJIKAMF.NJIKAMA. SWAINSOIL TEST BORING LOGS
BNYB-304.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-304.dgn5/4/20168:53:22 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-304F.NJIKAMF.NJIKAMA. SWAINSOIL TEST BORING LOGS
BNYB-305.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-305.dgn5/4/20168:53:39 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-305F.NJIKAMF.NJIKAMA. SWAINSOIL TEST BORING LOGS
BNYB-306.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-306.dgn5/4/20168:53:51 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-306F.NJIKAMF.NJIKAMA. SWAINSOILS PERCOLATION TEST BORINGS
BNYB-307.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-307.dgn5/4/20168:54:08 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-307F.NJIKAMF.NJIKAMA. SWAINSOILS PERCOLATION TEST BORINGS
BNYB-308.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-308.dgn5/4/20168:54:25 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-308F.NJIKAMF.NJIKAMA. SWAINSEASONAL HIGH WATER TABLE (SHWT) LOGS
BNYB-309.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-309.dgn5/4/20168:54:43 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-309F.NJIKAMF.NJIKAMA. SWAINSOIL PERCOLATION TEST DATA
BNYB-310.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-310.dgn5/4/20168:55:17 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-310F.NJIKAMF.NJIKAMA. SWAINSOIL PERCOLATION TEST DATA
BNYB-311.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-311.dgn5/4/20168:55:36 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-311F.NJIKAMF.NJIKAMA. SWAINCPT SOUNDING LOGS
BNYB-312.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-312.dgn5/4/20168:56:04 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-312F.NJIKAMF.NJIKAMA. SWAINCPT SOUNDING LOGS
BNYB-313.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-313.dgn5/4/20168:56:33 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-313F.NJIKAMF.NJIKAMA. SWAINCPT SOUNDING LOGS
BNYB-314.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-314.dgn5/4/20168:57:02 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-314F.NJIKAMF.NJIKAMA. SWAINCPT SOUNDING LOGS
BNYB-315.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-315.dgn5/4/20168:57:10 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-315F.NJIKAMF.NJIKAMA. SWAINCPT SOUNDING LOGS
BNYB-316.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-316.dgn5/4/20168:57:27 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-316F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYB-317.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-317.dgn5/4/20168:57:53 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-317F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYB-318.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-318.dgn5/4/20168:58:18 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-318F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYB-319.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI 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
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-319.dgn5/4/20168:58:44 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-319F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYB-320.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI 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
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-320.dgn5/4/20168:59:10 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-320F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYB-321.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI 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
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\04_Geotech\BNYB-321.dgn5/4/20168:59:35 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 PLATE B-101 AND B-102.
LOCATIONS, REFER TO
2. FOR SOIL TEST BORING
. REFER TO PLATE B-001
1. FOR CHART AND NOTES,
NOTES:
B-321F.NJIKAMF.NJIKAMA. SWAINLABORATORY SOILS TEST DATA
BNYC-001.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI 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
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYC-001.dgn5/4/20169:00:13 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016T T
GPGP
UP
T
UT
SD
SS
G
W
FM FM
500 500
CBCB
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
POWER LINE - AERIAL
POWER LINE - UNDERGROUND
TELEPHONE LINE - AERIAL
TELEPHONE LINE - UNDERGROUND
STORM DRAIN
SANITARY SEWER
GAS LINE
WATER LINE
FORCE MAIN
MAJOR CONTOUR
MINOR CONTOUR
EXISTING NEW
P/P P/P
E
FENCE WITH RAZOR WIRE
FENCE WITH 3 STRAND BARB WIRE
S SANITARY SEWER MANHOLE
CP CP CULVERT PIPE
CIVIL LEGEND
CONIFEROUS TREE
DECIDUOUS TREE
NORTH CAROLINA)
NCDOT LICENSED OR CERTIFIED CONTRACTOR (BONDED IN THE STATE OF
ALL WORK PERFORMED UNDER THIS POLICY SHALL BE CONTRACTED TO AN
AND FRAMES SHALL BE OF THE TRAFFIC BEARING TYPE APPROVED BY NCDOT.
MANHOLE RINGS AND COVERS, VALVE COVERS AND STORM DRAINAGE GRATES
SHALL BE THE TYPE PRE-APPROVED BY NCDOT.
PRE-CAST CONCRETE MANHOLES, CATCH BASINS, OR DRAINAGE STRUCTURES
INACTIVITY, INCLUDING, BUT NOT LIMITED TO, NIGHT AND WEEKEND HOURS.
SLOPE AND DESIGNATED BY APPROPRIATE DELINEATION DURING PERIODS OF
HAVING MORE THAN A 2 INCH DROP SHALL BE SHAPED UP AT A 6:1 OR FLATTER
EXCAVATED AREA ADJACENT TO PAVEMENT OR ACTIVE TRAFFIC AREAS
EDITION.
WITH THE NCDOT STANDARD DRAWINGS AND SPECIFICATIONS, CURRENT
BECAUSE OF HIS WORK. ALL PIPE REPAIR WORD SHALL BE IN COMPLIANCE
RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THESE UTILITIES
ACCESSIBILITY TO THE EXISTING UTILITIES. THE CONTRACTOR SHALL BE
DAMAGE OR INTERRUPTIONS TO EXISTING FACILITIES AND TO MAINTAIN
AND PROVIDING PROTECTION AND SAFEGUARDS TO PREVENT UTILITY OWNERS
SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OTHER
ALSO INCLUDE THE LOCATION OF THE WATER, SEWER AND DRAINAGE
LOCATION OF THE OTHER UTILITIES WITHIN THE WORK ZONE AREA. THIS SHALL
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
FORT BRAGG TRAFFIC CONTROL AND WORKZONE SAFETY POLICY
SHALL BE NOTED IN THE APPROVED TRAFFIC CONTROL PLAN.
PAVEMENT MARKERS AND SIGNING TO ACCOMPLISH THE WORK. THESE TASKS
INSTALL TEMPORARY TRAFFIC SIGNALS, PAVEMENT MARKINGS, RAISED
STANDARDS WHERE APPLICABLE. THE CONTRACTOR MAY BE REQUIRED TO
PAVEMENT MARKINGS IN COMPLIANCE WITH NCDOT CURRENT EQUIPMENT AND
REPLACE TRAFFIC SIGNALS AND COMPONENT EQUIPMENT, TRAFFIC SIGNS AND
THE CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE, MODIFY, REPAIR OR
TO BEGINNING WORK THAT AFFECTS PERMANENT TRAFFIC CONTROL DEVICES.
THE FORT BRAGG DIRECTORATE OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR
WETLAND, STREAMS , ENDANGERED SPECIES AND HISTORICAL SITES.
NOT LIMITED TO, THOSE RELATED TO SEDIMENT CONTROL, STORM WATER,
FEDERAL, STATE, AND FORT BRAGG ENVIRONMENTAL PERMITS, INCLUDING BUT
BRAGG ENVIRONMENTAL REGULATIONS AND SHALL OBTAIN ALL NECESSARY
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT
WORK.
COMPETENT PERSON ON SITE TO SUPERVISE ALL PHASES OF THIS TYPE OF
CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND PROVIDE A
EQUIPMENT OBSTRUCTION WITHIN THE CLEAR RECOVERY AREA. THE
TRAFFIC AREAS AND SHALL BE PROPERLY BARRICADED TO PREVENT
NON-WORKING HOURS. EQUIPMENT SHALL BE PARKED AWAY FROM ACTIVE
ROADWAY, PARKING LOTS OR AREAS WITH ACTIVE TRAFFIC DURING
NO MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF THE
AND PATCHING POLICIES AND TECHNIQUES.
THE WORK SHALL ALSO COMPLY WITH NCDOT STANDARD ROADWAY REPAIR
SURFACE COURSE TYPE SF9.5A IN 2 INCH LIFTS IF APPLICABLE, THE SAME DAY.
WITH APPLICABLE BASE, FULL DEPTH PATCHING WITH ASPHALT CONCRETE
OPEN CUTS ON ASPHALT ROADWAYS WILL REQUIRE FULL DEPTH PATCHING
APPROVED BY THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEER.
DATE TO THIS WORK. ANY DEVIATION FOR THIS SCHEDULE SHALL BE
CIVIL AND OR TRAFFIC ENGINEER AT THE START AND PROJECTED COMPLETION
THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE FORT BRAGG
APPROVAL DATE IF NO ACTION IS TAKEN TO INITIATE THE WORK.
BE CONSIDERED NULL AND VOID AFTER SIXTY CALENDAR DAYS OF THE PLAN
PLAN BY DPW BUT NOT SUBMITTED FOR AN APPROVED WORK START DATE MAY
GRANTED FOR EMERGENCY SITUATIONS. AN APPROVED TRAFFIC CONTROL
INTER-AGENCY APPROVALS. EXCEPTIONS TO THE SCHEDULE MAY BE
DAY (WORKING DAYS) NOTICE TO BEGIN WORK FOR SECURITY AND
THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEERS AT DPW REQUIRE A TEN
CONDITIONS BY THE FORT BRAGG - DPW CIVIL AND OR TRAFFIC ENGINEER.
CONTROL PLAN CAN BE MADE BASED ON EMERGENCY, SAFETY AND ROADWAY
CAROLINA. A DEVIATION FROM THIS DIRECTIVE, REQUIRING A SEALED TRAFFIC
BY A PROFESSIONAL TRAFFIC ENGINEER LICENSED IN THE STATE OF NORTH
INCORPORATE THE APPLICABLE MUTCD AND NCDOT STANDARDS AND SEALED
AREA MAY REQUIRE A TRAFFIC CONTROL PLAN. THE PLAN SHALL
WORK ON ANY ROADWAY, PARKING LOT OR EXPOSED TRAFFIC MOVEMENT
THE PERFORMANCE OF THE WORK COVERED BY THE CONTRACT.
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
TO PROTECT THE LIFE AND HEALTH OF EMPLOYEES ON THE JOB AND THE
ACTIONS, ON HIS OWN RESPONSIBILITY THAT ARE REASONABLY NECESSARY
DEVICES, AND PROTECTIVE EQUIPMENT, AND SHALL TAKE ANY OTHER NEEDED
HEALTH, AND SANITATION, AND SHALL PROVIDE ALL SAFEGUARDS, SAFETY
AND LOCAL LAWS, ORDINANCES, AND REGULATIONS GOVERNING SAFETY,
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,
(MUTCD). UNIFORM TRAFFIC CONTROL DEVICES
MANUAL OF OR JACKET WHICH MEETS THE COLOR REQUIREMENTS OF THE
PROXIMITY TO TRAFFIC SHALL WEAR AN APPROVED SAFETY VEST, OR SHIRT
ALL PERSONNEL WHEN WORKING IN TRAFFIC AREAS OR AREAS IN CLOSE
SAFETY VESTS AND STOP/SLOW PADDLES.
PROPER SAFETY DEVICES AND EQUIPMENT, INCLUDING, BUT NOT LIMITED TO,
ADEQUATELY TRAINED IN FLAGGING PROCEDURES, AND FURNISHED WITH
ADDITIONAL FLAGGERS. FLAGGERS SHALL BE COMPETENT PERSONNEL,
INCLUDING, BUT NOT LIMITED TO, TWO-WAY RADIOS, PILOT VEHICLES, OR
CONTRACTOR SHALL PROVIDE ADDITIONAL MEANS OF CONTROLLING TRAFFIC,
THE WORK ZONE. IN SITUATIONS WHERE SIGHT DISTANCE IS LIMITED, THE
TRAFFIC SHALL BE CONTROLLED BY FLAGGERS STATIONED AT EACH END OF
TRAFFIC MOVEMENTS THROUGH LANE CLOSURES ON ROADS WITH TWO WAY
AND WHICH WILL NOT IMPEDE MOTORISTS.
THE PROJECT IN A MANNER THAT WILL BE SAFE TO THE TRAVELING PUBLIC
DURING PERIODS OF INACTIVITY. THE CONTRACTOR IS REQUIRED TO LEAVE
OPERATION. SIGNS FOR TEMPORARY OPERATIONS SHALL BE REMOVED
SHALL BE FUNCTIONAL AND IN PLACE PRIOR TO THE COMMENCEMENT OF THAT
CONTROL AND TRAFFIC CONTROL DEVICES REQUIRED FOR ANY OPERATION
AND TRAFFIC CONTROL DEVICES DURING ALL OPERATIONS. ALL TRAFFIC
THE CONTRACTOR SHALL UTILIZE COMPLETE AND PROPER TRAFFIC CONTROLS
(MUTCD). CONTROL DEVICES
MANUAL OF UNIFORM TRAFFIC , AND THE CURRENT EDITION OF THE EDITION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES 2012 DRAWINGS,
PROVISIONS, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
ACCORDANCE WITH THESE PROJECT GUIDELINES, THE PROJECT SPECIAL
PROVIDE, INSTALL, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES IN
THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION AND
C-001M.MAYERC. LOWES.HAGGARDCIVIL LEGEND ANDTRAFFIC CONTROL AND WORKZONE SAFETY POLICY
BNYC-002.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET ID FILENAME:B
C
D
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2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYC-002.dgn5/4/20169:00:15 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016DEMOLITION AND REMOVAL NOTES:LAYOUT NOTES:
GRADING AND STORM DRAINAGE NOTES:
EROSION CONTROL NOTES:
UTILITY NOTES:
CONTRACTOR STAGING AREA:
STAGING AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION. 1.
SEE CG801 AND CG802 FOR STANDARD EROSION AND SEDIMENT CONTROL NOTES.1.
SURVEY NOTES:
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
GOVERNMENT'S UXO CONSTRUCTION SUPPORT PERSONNEL.
TO MAINTAIN A SAFE DISTANCE FROM THE ITEM AS SPECIFIED BY THE
WHICH TIME CONSTRUCTION CONTRACTOR PERSONNEL WILL BE REQUIRED
SUPPORT PERSONNEL WILL REMOVE OR DESTROY THE ITEM, DURING
TO CONTAIN AN EXPLOSIVE HAZARD, GOVERNMENT UXO CONSTRUCTION
INVESTIGATE THE ITEM. SHOULD A SUSPECT DISCOVERY BE CONFIRMED
GOVERNMENT'S UXO CONSTRUCTION SUPPORT PERSONNEL TO
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
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.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.

1.
1.
CONTRACTOR ACCESS NOTES:
FACILITATE MINIMAL TRAFFIC BETWEEN THE SITES.
DURING THE DAY AND MAY BE STAFFED BY BASE SECURITY PERSONNEL TO
THE ACCESS GATES BETWEEN THE CONSTRUCTION AREA WILL REMAIN CLOSED
MINIMIZE THE NECESSITY FOR CONSTRUCTION TRAFFIC BETWEEN THE TWO SITES.
SHALL COORDINATE AND SCHEDULE CONSTRUCTION ACTIVITIES THAT WILL
AND WESTERN CONSTRUCTION SITE AREAS DURING THE DAY. THE CONTRACTOR
THE CONTRACTOR WILL NOT HAVE UNRESTRICTED ACCESS BETWEEN THE EASTERN

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 CG809 FOR
OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, SEDIMENT AND DUST SHALL BE MINIMIZED OR
ENTRANCES WITH THE COR PRIOR TO INSTALLATION.
SHALL COORDINATE THE PLACEMENT OF THE GATES AND ASSOCIATED CONSTRUCTION
CONSTRUCTION GATE LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR
SCREENING MATERIAL. REFER TO SHEET CD510 FOR DETAILS. ALL TEMPORARY
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 CG-809 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

WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.
THE LIMITS OF CONSTRUCTION AS SHOWN SHALL NOT BE ADJUSTED
THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL SHEETS.
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 CG809 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
7. UNITS OF MEASURE: U.S. SURVEY FEET.
CONSTRUCTION.
THESE UTILITIES SHOULD BE VERIFIED BEFORE ANY DESIGN AND/OR
6. DUE TO NO SUPPORTING DATA, SOME UTILITIES WERE NOT CONNECTED.
NOT SURVEYED', OR BOTH.
'APPROX. LOCATION (PER PROVIDED PLANS)', 'APPROX. LOCATION-END
PROVIDED BY THE CLIENT. THESE LINES WERE THEN LABELED AS
SEWER, GAS AND STORM DRAINAGE) WERE INPUT PER PLANS/FILES
5. WHERE NOT FIELD LOCATED, THE UTILITY LINES (WATER, SANITARY
REBAR WITH CAPS.
WERE SET BY LOWE ENGINEERS, LLC. CONTROL POINTS SHOWN ARE
SHOWN IN FORMAT OF ID, EASTING, NORTHING, AND ELEVATION AND
4. COORDINATES SHOWN FOR BM'S AND OTHER CONTROL POINTS ARE
CONTROL SET BY LOWE ENGINEERS, LLC.
3. VERTICAL DATUM: NAVD88.
2. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83.

1. FIELD WORK COMPLETED NOVEMBER 2014, BY LOWE ENGINEERS, LLC.
ACCORDANCE WITH NCDOT .
ALL TRAFFIC CONTROL SIGNS SHALL BE HIGH INTENSITY GRADE B SIGNS IN
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 LIMITATIONS 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
3.
2.
1.
SERVICE LINES IS 10 FEET OUTSIDE THE BUILDING FOUNDATION.
SEPARATE CONTRACT. THE DEMARCATION LIMITS FOR SANITARY SEWER
DEMARCATION TO SANITARY SEWER MAIN LINE CONNECTION THROUGH A
RESPONSIBLE FOR CONSTRUCTION OF LINE UPSTREAM FROM POINT OF
DEMARCATION BY OLD NORTH UTILITY SERVICES (ONUS). ONUS IS
SANITARY SEWER TO BE PROVIDED TO THE BUILDINGS FROM A POINT OF
CONNECTIONS.
REFER TO SHEET FX110 AND CU110 FOR LOCATION FOR 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
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 ARCHITECTURAL SHEETS FOR LOCATION OF DOWNSPOUTS AND/OR ROOF DRAINS.
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
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
C-002CIVIL GENERAL NOTESM.MAYERC. LOWES.HAGGARD
BNYCD101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD101.dgn5/4/20169:00:17 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
461 459 458 457 456 454 453 452 451 449 448 447 446 444 443 443 444 444 443 442 441 439 439 441 442 443 444
449
448447446
459
458
457
456
454
453
452
451
469
468
467
466
464
463
462
461
471
474
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
456
451
469
10pi
4BO
4DW
6CD
8CD
6CD
8
8
10
10
10
10
10
10
12
12
12
12
12
12
10
10
10
10
12
12
12
6
8
8
8
10
12
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
6
10
12
12
8
10
6
10
10
10
10
10
10
10
10
10
10
8
10
10
10
10
1010
10
10
10
10
10
10
10
10
12
8
8
8
8
8
8
8
8
8
10 8
4
1
5
4
1
5
416
4
1
6
417
4
17
418
418
419
419
4
2
0
4204
20421
721
4
224227
22423423
4
23723
42442
4
425
425
4
2
54254
2
5
426426426
4
2
6
427
427
427
427
428428428
428
429429
429
42
9
430
4
3
0
430430
430
4
30
431
431
43
14314
3
1
431432
432
432
432
4
3
24
3
2
432433
433
433
433
4
33
433433433
433434
434
4 3 4
4
34
43443
4434434434
434434435 435435435
435
436
436 436436
436
436
436436436
437
437 437437
437
437
437437437
438
438
438
438
438
438 438438
4
3
9
439
439
439
439
439
439
4
4
0
440
440
440
440
440
440
440
440 4 4 0
4
40441441441
441
441 44
1
441
441
4
4
1
441442442
442
442
442 44
2
442
442
442442443443
443
443
443 443
443
443 443443444444
444
4
4
4
444
444
444 444444
4
4
4
444
445
4
45
445445
4
4
54454
4
5
44544
5445445
445 44544544544
5445
445 445446
446446446
4
4
6
446
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446446446 446446
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4474474
4
7
447
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447447447 447448
448448448448
448448
4
48
448
448
4484
4
8
12
12
44
9
449449449
449
449449
4
49
449
449
449
449
44944
9
460 455 450 445 440 440 445
450
460
455
470
465
465
460
450
455
465
460
455
470
450
450 45045045045045
0
450
450
450450
450
450450 450450
4
5
0450
450
450
450450
4
5
0
450
450
4
5012
451451
451451451
451
451451451
4
5
1
451
452
452
452
452452 452452452452
452
452
4BO
4DW
10
10
6BO
10
10
4BO 453
453
45
34
5
3
453 453453453453
453453
10
10
6BO
10
12 454
454
4544
5
4
454
454
454454
454
454
454
C
10
10
12
8
10
12
10
10
4
5
5
455
4554
55455 455455
45
5
455
455 455455455455455
455455
455 455455455
455455
455
455
45510
10
4DW
10
12 8
456
456
4564
5
6 456456
456
45
6
456 456
4
5
6
4DW
10
4DW
10
10
8
12
8
457
457
4
5
7
4
5
7 4574 5 7
457
457
457
4
5
7
457
45
7
6
12
10
18"CMP
8
8
10
10
458
458
458
4
5
8 458458458 458458
45845845
8
4DW
GATE
INV.-457.32
HW
8
18"C
MP
18"
C
MP
12
4BO
C
8
10
12
10
459459
459
4
59 459459459
459
459 459
45945
9
10
10
4BO
4BO
12
12
8
4BO
10
10
10
12
460
4
6
0460460
460
460
4
6
0
460
460
460
460 460460460460 460460460460
460
460
460
460
460 460460460460
460
460460
4BO
12
6CH
6BO
18"CMP
10
10
10
10
8
10
4BO
4BO
4BO
461
461 461461
46
1
461 461461461
461
461
461461
461
461
10
8
15"CM
P4BO
10
6BO
10
6
10
12
4BO
6BO
462
462462
462
462
462
462 462462462
462
462462
462
462462462
462
8
4BO
12
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
8
12
8
10
8
8
10
12
4DW
12
4634
6
3
463
463
463
463
463 4634
6
3
463
463
463463 463463
463463
463
463
10
4DW
10
10
10
C
10
4BO
10
4DW
8
10
10
EJB
10
464464
464 464464
464
464
464
464
464464464
464
464
4644
64 464464
464
464
464
464
6BO
C
10
GATE
10
10
10
4DW
10
10
6BO
C
8
10
12
10
8
4DW 10
8
6
10
465
465
465
465
465
465
465
465
4654
6
5465 465 4654
65 46
5465465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
465
4
6
5 465465
465
465
4
6
5
465
465
88
8
4DW 8' CHAIN LINK FENCE10
12
10
8
4BO
10
8
6BO
10
8
12
8
10
8
10
8
466466
4 6 6
466466
466
4
6
6
466466 466466
466
466
466
4
66 466466
466
466
466
4 66
466
466
466
4
64
466
10
10
8
12' CHAIN LINK FENCE
10
10
6
12
10
10
10
10
8
10
12
10
10
10
8
4DW
10
6
10
467467467 467
467467 467
467
467
4
67 4674674
67
467
467
467
467
467
463
467
46712
10
10
4BO
12
8
8
12
8
8
10
6
8
10
10
6
10
4BO
8
8
8
468468
468468468
468
468
468
468
468
4
6
8 468468468
468
468
468
468
468
468
46810
10
4BO
8
8
12
12
10
8
8
10
8
8
12
10
10
8
10
8
6
10
8
12
C469
469
469
46
9
4
6
9 469469469
469 469
469
469
469
4
6
9469469
469
469
6BO
6
8
12
12
6
10
8
10
8
6
8
8
8
EM
TRANSFORMER
10
10
8
10
10
8
10
10
8
10
8
8
8
10
470
47
0
470
470
470
470
4
7
0
470
47047
0
470
470470470
4
7
0
470
470
4
7
0
470
470
4
7
0
470
4
70
4
7
0
470
470 470470470
470
12
10
6
10
10
8
8
12
12
12
10
4DW
8
12
12
10
8
8
10
8
8
6
8
6
8
8
4BO
8
6
8
10
10
12
10
6
8
471
471
471
471
471
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471 471471471
471471
471
471
471
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471 4714718
10
10
10
12
10
10
8
10
8
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10
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10
12
8
6
8
8
8
12
6
10 8
10
1212
12
10
10
6
8
10
10
8
10
6BO
12
8
10
8
8
472
472 472472472
4 7 2
472
4
7
2
472
472
10
8
10
10
12
8
8
8
8
1010
10
8
8
12
10
10
8
8
10
10
10
12
6
10
12
10
10
6
473
473 473473473
473473
473
47
3
6
8
8
10
10
10
8
8
10
8
8
10
10
10
8
10
6
10
10
WELLHEAD
& PUMP
12
8
12
10
10
4BO
8
10
10
10
8
12
8
6
10
8
10
8
10
8
6BO
12
10
8
10
8
8
6
10
12
C
474474 474 474474474
474
47447447447
4
10
8
8
8
6
10
4BO
8
10
8
12
12
10
6
12
10
8
10
6
10
10
6
8
8
10
12
10
8
10
475
475
475
47
5 475
475
475 475475
47547
5
475
475
475
475 4754754754754758
8
8
8
12
10
6
8
8
10
8
10
8
10
10
C
8
10
10
10
10
10
8
6BO
8
10
8
10
10
C
6BO10
8
10
10
10
476476 476
476
476
4764
7
6476
476
476
476476
8
C
8
10
8
10
10
12
10
8
10
10
10
8
8
12
8
8
C
8
6
8
8
12
6
8
8
6
8
8
12
10
8
8
8
C
8
8
8
8
8
8
12
610
10
8
8
10
6BO
8
8
477
477
477
477
477
477477
4774774776
10
6
8
10
8
8
10
10
8
10
10
10
8
10
8
6
12
10
8
8
8
8 8
6
10
10
8
8
478478 478
478
478
4
7
8478
478
4
7
8
478
478
4
7
8
8
6BO
12
12
8
10
10
8
10
8
6
8
8
10
8
8
10
10
10
8
8
10
6
479479 479
479
479
4794
7
9
4794794
7
9
479
4
7
9 4798
10
6
6
10
8
10
8
10
10
10
480
480
480
480
480
480
480
480
480480
4804
8
0
4
8
0
4
8
0
480 480480
480
480
4806
8
8
10
10
12
8
10
C
10
10
8
10
481481 481481
4
8
1
481481481
481 481481
10
8
10
8
12
8
8
8
8
8
8
8
8
10
10
8
4
82 482482482482482
482
482
482
6
8
8
10
8
8
8
4
8
3483
48
3
483
483
483
483
10
8
4
8
4484
484
484484 48
4
484
10
10
12
10
10
12
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485 4
8
5
8
8
4
8
6486
486
486
486
486 486486
486
8
C
10
8
10
4
8
7
487
487
487
487
487
488
10
8
12
12
4
90 490490
490
490
490
490 4904908
12
10
14"
447
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE
DITCH FI
RE BREAKROAD (DIRT)DITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
FENCE (ABANDONED)BARBED
WI
RE
(ABANDONED)
FENCE POSTS
GATE
0-9116
BUILDING
0-9117
BUILDING
10
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRERIP RAP
RIP RAP
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAK
FIRE BREAK
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
"DO NOT ENTER" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
STEPS
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
"RESERVED/HANDICAP" SIGNS
FFE=450.26
INFO SIGN
RANGE
DRIVE
GRAVEL
ROOF OVERHANG
BLD. FROM TANKS
MULTIPLE PIPES INTO
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/PA
RKIN
G
A
REA
VEH
ICLE BARR
IER
GATE
"FIRING RANGE" SIGN
GATE W/
SIDE
WALK
3' HAND-RAIL
CONC. PAD
CONC. PAD
12" CMP
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
120'60'0 120'240'360'
GRAPHIC SCALE: 1"=120'-0"N
RCW PARTITION
WESTERN AREA EASTERN AREA
CD101M.MAYEROVERALLDEMOLITION PLANC. LOWES.HAGGARDNORTHERN AREA
AREA
WESTERN
ENTRY TO
AREA
EASTERN
ENTRY TO
HAUL ROUTE
BEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW
FLEXIBLE ASPHALT CONSTRUCTION.
SHALL ADHERE TO THE SPECIFICATIONS FOR
IF RESURFACING IS REQUIRED, THE CONTRACTOR
BUT IS NOT LIMITED TO MILLING AND RESURFACING.
ROAD TO ORIGINAL CONDITION. THIS MAY INCLUDE
THE CONTRACTOR SHALL RESTORE THE ACCESS
AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES,
EASTERN AND WESTERN CONSTRUCTION AREAS.
CONDITION OF THE ACCESS ROAD BETWEEN THE
THE CONTRACTOR SHALL DOCUMENT THE EXISTING
WETLANDS
BUFFER
100' WETLANDS
CD150 CD110
CD180
BNYCD110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD110.dgn5/4/20169:00:19 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
2
04217
2
1
4
2
27
22423
423723
424
4
2
5
425
4
2
5
426
4
2
6
427
4
2
7
428
428
429429
4
2
9
E430
4
3
0
430 430431
431
4
3
1
431432
432
432
432433
433
433
433434
4 3 4
4
34434
4344
35
435
436
436436 436
437
437437 4
3
7
438
438 438439
439
4
40
440
440
440
440 4
4
0
441
441
4
4
1
442
442
442 442443
443
443 443444
4
4
4
444 4444
4
4
CB
445 445445445
4
4
54454
4
5
445445446
4
4
6446 446447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
CB
450
450 4504504504504
5
0
450
450 W
451451451451
4
51CB
4
5
2
452452452
452
4534
5
3453453
453
4544
5
4
454
454 454
C
UC
4
5
5
455
455455455 455455455
455
455E
4564
5
6
456
456CB
CB
4
574
5
7
4
57
457
457 W
CB
UC
458
4
5
8
458
458
W
W
459
4
59
459
459
460
4
6
0460460
460
460
4
6
0460 460
460
460E
4
6
1
461461 461
462
462462 462
463
463
463
C
464
464
4
6
4
465
465
465
465
4
6
5
465
465
466
466
4
6
6
466
467
467
4
6
7
467
468
468
4
6
8
468
469
4694
6
9
469
470
4
7
0
470
4
7
0
4
70
470
4
7
0
4
7
0
4
7
0
470
471
471
4
7
1 471471472
472
472
473
473
474474 474
475
475
475
4
7
5 475
475
475
475
475
4
76476 4
7
6
476
477
4
77
477
478478 4
7
8
4
78
479479 4794
7
9
480
480
480480
4804
8
0
4
8
0
480
480
480
480
480481481 481
4854
8
5485
485
485
485485485 485
485
490490490
490
490
490
490
FW FW FWFWFWFWFW
8"
8"8"8"8"12"
FW
12"
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE
DITCH FI
RE BREAKDITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDONED)BARBED WI
RE
(ABANDONED)
FENCE POSTS
DITCH
DITCH
DITCH
RIP RAP
FIRE BREAK
TIRE COMPOUND
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
LP STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKLP
LP
WALL
BOLLARD(S)
LP
LP
CONN. N/A
EL.=458.63
WATER VALVE
CONN. N/A
EL.=457.04
FIRE HYDR.
CONN. N/A
EL.=457.14
WATER VALVE
CONN. N/A
EL.=458.45
WATER VALVE
CONN. N/A
EL.=454.28
FIRE MAIN
CONN. N/A
EL.=450.33
FIRE HYDR.
CONN. N/A
EL.=450.51
WATER VALVE
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CD110M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARDBEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW
CD112
CD115
CD113
CD114
CD111
BNYCD111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD111.dgn5/4/20169:00:22 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

N 498,436.135
E 1,891,879.957
4
7
0 4744
75476 4
7
7
4784794804804
8
0
4
8
048148
2
482
483483
484484
485485
485
485485486486
486
486
486 486C
W
CO
4
8
7
487
487
487
487
487
488
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
N 498,436.135
E 1,891,997.871
N 498,430.135
E 1,891,880.526 N 498,430.135
E 1,891,993.225
N 498,396.187
E 1,892,008.199
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
SHED
FIRE BREAK
FIRE BREAK
TIRE COMPOUND
C.M.
RANGE INFO SIGN
END N/S
APPROX. LOC.
F.M.
INFO SIGN
RANGE
CONN. N/A
EL.=487.92
I.C.V.
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
N
KEY MAP

CD115CD114
CD113CD112
CD111
419
420 420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
3
1
432 432433 433434
434
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442443
443 443444
44
4444
44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
4
8448448
449
449449
449449
450
450 4504
504
50450 4
50
450
450451
451451
451
4
51
452
4
5
2452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
4
70
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
04
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484
484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
04
9
0490
490
490
490
490 490
490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAKDITCHDI
TCHCONCRETE B
ARRIER
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABA
NDON
ED)BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BR
EAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CD111M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARDSHEET NOTES
1
EXISTING TREES TO BE CLEARED AND GRUBBED.
OF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
2
1
1
1
2
2
2
N
KEY MAP

CD115CD114
CD113CD112
CD111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYCD112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD112.dgn5/4/20169:00:26 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

N 498,351.766
E 1,891,644.557
4444454454
4
5
446446447448448449449450
450450451451451
CB 452452
453453453
454454
454
C
UC
4
5
5
455
455455455E
4564
5
6
CB
CB
4574
5
7
457 W
CB
458
4
5
8
458
W
W
459
4
5
9
459
460
4
6
0460460
460
4
6
0
E
4
6
1
461
462
462
463
463
464
464
465
465
4
6
5
466
4
6
6
467
4
6
7
468
4
6
8 4694
6
9
4
7
0
4
7
0
4
7
1 471471472
4
7
5 475
475
480
480 480FW FWFWFWFW
8"8"8"8"12"
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAKDITCHDITCHCONCRE
T
E BARRI
E
RAND SCRUB
SCATTERED TREES
N 498,391.139
E 1,891,644.557 N 498,386.177
E 1,891,650.557
N 498,276.208
E 1,891,648.144
N 498,260.208
E 1,891,648.144
N 498,314.197
E 1,891,648.144
N 498,191.799
E 1,891,629.046
N 498,189.107
E 1,891,633.046
N 498,191.799
E 1,891,648.144
N 498,189.107
E 1,891,650.557
N 498,084.190
E 1,891,651.316
N 498,064.831
E 1,891,651.316
N 498,084.190
E 1,891,633.046
N 498,064.831
E 1,891,633.046
N 498,390.360
E 1,892,003.508
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
CONN. N/A
EL.=460.37
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=455.51
U/G ELECT. BOX
"DO NOT ENTER" SIGN
GATE
SWING
LP
"DO NOT ENTER" SIGN
STOP SIGN
LP
WALL
BOLLARD(S)
CONN. N/A
EL.=458.63
WATER VALVE
CONN. N/A
EL.=457.04
FIRE HYDR.
CONN. N/A
EL.=457.14
WATER VALVE
CONN. N/A
EL.=458.45
WATER VALVE
CONN. N/A
EL.=454.28
FIRE MAIN
CONN. N/A
EL.=450.33
FIRE HYDR.
CONN. N/A
EL.=450.51
WATER VALVE
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
OUTLINE
BUILDING 2
PROPOSED
OUTLINE
BUILDING 1
PROPOSED
SHEET NOTES
1
2
3
1
2
2
3
3
3
3
3
3
3
4
4
4
4
4
4
3
3
3
EASTERN AREA
CD112M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARD5
6
5
5
5
5
5
6
LEGEND
CONSTRUCTION LIMITS
CLEARING AND GRUBBING LIMITS
7
7
5
SHEET CS501.
PAVEMENT. REFER TO DETAIL 4,
SAWCUT AND REMOVE 2' OF EXISTING
DETAIL 1, SHEET CD510.
AT COMPLETION OF CONSTRUCTION. REFER TO
CONTRACTOR SHALL REMOVE GATE AND POSTS
DOUBLE SWING CONSTRUCTION GATE.
PROVIDE NEW TEMPORARY 6' HIGH - 24' WIDE
CD510.
OF CONSTRUCTION. REFER TO DETAIL 1, SHEET
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
EXISTING RIPRAP TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.
EXISTING 6" POLE TO BE REMOVED.
EXISTING CONCRETE BARRIER TO BE REMOVED.
N
KEY MAP

CD115CD114
CD113CD112
CD111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYCD113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD113.dgn5/4/20169:00:29 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

441.73 442.37
443 443444
4
4
4
444.29
444.39
444.71
445 445445446 446447 447447.53
448
4
4
8
448.20
4
4
9
4
5
0
450
450450.59 451451451.39
4
5
2
452
452.05
452.49 453453
453.22
454
455
455
455456
456.43
456.98
457
457.17
458
459
459.17
459.28
459.37
460
460461
461.37
462
462.76
462.96
463 463.20
463.28
C
463.49 463.57
4
6
4 464.95
465
465
465
465.27
466
466
466.28
467
467
467.08
467.10
467.15
467.26
467.40
468
468
468.20
469
469
470
470
470
470.13
470.42
470.94
471
471.16
471.44
472
472
472.58
473
473.06
474
475
475
4
7
6
477.63
477.80
477.83
AND SCRUB
SCATTERED TREES
N 498,341.662
E 1,892,324.941
N 498,286.789
E 1,892,378.829
N 498,209.088
E 1,892,404.428
N 498,388.997
E 1,892,198.391
N 498,383.038
E 1,892,197.196
N 498,336.509
E 1,892,321.593
N 498,283.764
E 1,892,373.391
N 498,218.114
E 1,892,395.564
N 498,215.088
E 1,892,390.126
N 498,200.603
E 1,892,404.351
N 498,267.860
E 1,892,464.275
N 498,282.220
E 1,892,467.818
N 498,294.724
E 1,892,491.630
N 498,289.824
E 1,892,495.203
N 498,264.771
E 1,892,469.693
N 498,278.162
E 1,892,472.997
N 498,241.664
E 1,892,501.741
INV.IN=461.31
24" CMP
INV.OUT=459.17
24" CMP
DITCH
DITCH
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE FI
RE BREAKFIRE BREAK
HEADWALL
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
1
1
1
1
1
2
2
CD113
EASTERN AREA M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARD3
3
3
3
3
3
3
4
4
ADDITIONAL INFORMATION.
FRAME AND COVER. REFER TO SHEET CU113 FOR
REMOVED AND REPLACED WITH TRAFFIC RATED
EXISTING MANHOLE FRAME AND COVER TO BE
CD510..
OF CONSTRUCTION. REFER TO DETAIL 1, SHEET
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
REMOVED. REFER TO SHEET CG113.
EXISTING CONCRETE HEADWALL AND PIPE TO BE
EXISTING TREES TO BE CLEARED AND GRUBBED.
N
KEY MAP

CD115CD114
CD113CD112
CD111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYCD114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD114.dgn5/4/20169:00:31 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

N 497,603.959
E 1,891,764.936
419.62
4
2
04217
2
1
421.35 722422.20
BM
423
423723
423.58 424
424.28
4
2
5
425
4
2
5
425.44
426
4
2
6
426.09
426.67
427
4
2
7
428
428428.31
428.91 428.96
429
4
2
9
429.18 4
3
0
430 430430.09
431
431 431431.37
431.46
431.60
431.78
432
432 432432.08
432.30
432.51
432.71
432.78
433
433 433434
4 3 4
434434BM
434.75
434.81
4
3
5
435
435.02
435.14
435.32
435.32
435.48
436
436
436.02
436.79
437
437
437.25
437.34
437.96 438
438438.02
438.19
438.74
438.82
439
439.68
439.73
4
4
0
440
440
440
440.17
440.31
440.76
441
441.02
441.16
441.84
441.93
442
442.26
443
443.44
4
4
4
444.69 445445
4
4
5445 446446.04
446.34
446.48 447447.99 448448.03 449450 450450451451.75 4524
5
3
453.79
4
5
4 455455455.08
4
5
6
4
5
7
4
5
8
RIP RAP
DITCH
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES FENCE (ABANDONED)BARBED WI
RE
(ABANDONED)
FENCE POSTS
N 497,578.686
E 1,891,829.053
N 497,607.647
E 1,891,766.700
N 497,591.900
E 1,891,815.690
N 497,595.257
E 1,891,817.827
N 497,975.391
E 1,891,629.046
N 497,974.135
E 1,891,633.046
N 497,579.898
E 1,891,832.829
N 497,724.268
E 1,891,614.647
N 497,947.743
E 1,891,614.647
N 497,951.869
E 1,891,612.647
N 497,720.761
E 1,891,612.647
CONN. N/A
EL.=429.59
5'X3'
ELECT. BOX
CONN. N/A
EL.=421.23
ELECT. BOX GRAVEL ROAD
GRAVEL ROAD
DITCH
RIP RAP
E.M.(ABANDONED)
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
1
1
1
2
2 2
2
2
1
EASTERN AREA
CD114M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARD3
3
3
3
3
3
4
4
EXISTING RIPRAP TO BE REMOVED.
SHEET CD510.
AT COMPLETION OF CONSTRUCTION. REFER TO
CONTRACTOR SHALL REMOVE GATE AND POSTS
DOUBLE SWING CONSTRUCTION GATE.
PROVIDE NEW TEMPORARY 6' HIGH - 18' WIDE
OF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
REMOVED.
EXISTING BARBED WIRE FENCE AND POST TO BE
EXISTING TREES TO BE CLEARED AND GRUBBED.
5
5
1
N
KEY MAP

CD115CD114
CD113CD112
CD111
419
420
420
42
1721
42272
2423
4
2
3723
424
425
425
4
2
5
426
42
6
427
427
428
428
429
429
430
430
4
3
0
431
4
31
432 432433 433434
4 3 4
434
434
434435
435
436436 436
437
437
4
3
7
437
438
438 438
439
439
4
4
0
440
440
440 440
441
441
44
1
442
442 442
443
443 443444
444444 44
4
445
445
445445
4
4
5445445445 445446
4
4
6446 4
46
447
447447447448
4
48448448
449
449449
449449
450
450 4504504
50450 4
50
450
4
5
0451
451451
451
4
51
452
452452452
452
453
4
5
3
453
4544
5
4
454
454
C
4
5
5
455
4554
5
5
455 455455455
45545
64
5
6
456
45
7
4
5
7
457
457
458
458
458
459
459
459
460
4
60460460
460
460
460
460461
461
461
462
462
462
463
463
463
C
464
464
464
465
465
465
4
6
5
465
465
466
466
466
466
467
467
467
467
468
468
4
6
8
468
469
469
4
69
469470
470
470
470
470
470
470
471
471
471
472
472
473
473
474474 474
475
475
475
475 475
475
475
475
476476 476
477
477
477
478
478
478
479479 479
480
480
480
4
8
0
4
8
0
4
8
0
480 480480
480
480
480C
481 481481482482
482
482
482
483
483
483
483
484
484 484
484
C
485
485
485485
485
485
485
4
8
5
4
8
5
485
485
485
485485485 485
485485486
486
486
486 486
486 486486
486
C
487
487
487
487
487
487
488
4
9
0
4
9
0490
490
490
490
490 490490RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
RIP RAP
6' POLE FI
RE BREAK
DITCHDI
TCHCO
NCRETE B
ARRIE
RAND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
FENCE (ABANDO
NED)
BA
RBED WI
RE
(ABANDONED)
FENCE POSTS
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/BNYCD115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD115.dgn5/4/20169:00:33 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016436
4
3
7 438439
440 4
4
0
441 4
4
1
442 442443
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1 EXISTING TREES TO BE CLEARED AND GRUBBED.
1
EASTERN AREA
CD115M.MAYERDEMOLITION PLANC. LOWEEASTERN AREAS.HAGGARD
BNYCD150.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD150.dgn5/4/20169:00:34 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10
10
10
12
12
12
6
8
8
8
10
8
8
8
8
8
8
6
10
10
6
10
10
12
413.48
4
1
7
4
18
4
19
4
2
0
420.04
421.24
421.92 422423423.37
423.95 424424.28
424.60
424.91 4254
2
5
426426
426.08
426.52
426.77
427
427
427.68 428428
428.15
428.48
428.58 429429
429.36
429.61
430
4
3
0
430.48
430.75
430.96
430.97
431.00 4314
3
1
431.07
431.26
431.48
432
43243
2
432.24
432.28
432.31
432.31
432.39 432.43
432.85 433
4
3
3
433433433433.09
433.49
434
434434434434434434.00
434.58
434.72
434.82
434.85
434.90
434.92
435 435435435.02
435.07
435.09
435.13
435.14
435.89
435.99
436 436436
436436436.22
436.23
436.33
436.42
436.77
437 437437
437437437.77
438
4
3
8
438
438
438
438.50
438.84
438.84
438.90
439
4
3
9
439
439
439.31
440
440
440
440.12
440.32
440.85
441 441441
441
441
442 4
4
2442
442
442442.35
443 4
4
3
443
443
443
443.00
443.79
CB
444
444
444
444
444
444.65
CB445445445
445
445
445.13
445.16
445.17
445.28
CB CB
445.43
CB
446.00
446
446
446446
446
446.21
446.29
446.37
446.50
CB
446.73
446.75
446.76 446.89
447 447
447447
447.13
447.17
447.19
447.32
447.62
447.73
447.74
447.77
447.87
448
4
4
8
448
448.09
448.13
448.14
448.15
448.16
448.21
448.66
448.70
448.82
CB
448.90
449
4
49449
4
4
9
449
449.04
449.05
449.08
449.13
449.28
449.57
449.67
449.69
S
465
460
450
455
465
460
450450
450
450450
450
450
450
450450
450
SS
450.12
CB
450.26
450.31
450.33
450.36
450.58
451 451451
451
E
E
451.52
451.54
452 452452
452
452.08
452.10
S
452.33
452.41
452.62
452.70
453 453453
453
453.24
453.25
453.76 454 454454
4
5
4
W454.57
455
4
5
5
455
455 455455455
455
455.21
455.56
455.88
456
456456
4
5
6
456.17 CBCB
457
4
574
5
7
CB
457.23
457.26
457.40
CB
457.64
E
457.87
457.92
457.96
458 4584584
5
8458.21
E
S
458.33
458.37
458.37
458.38
8
458.58 458.59
458.63
18"
C
MP
18"
C
MP
458.85
CUCUCUC
8
10
459
459
459
459CB
459.11
CO
E
459.30
459.33
459.58
W
8
459.92
UC
460
460
460460
460460
460
460
460
460
460460
460.02
460.17
18"CMP
UC
460.21
460.32
460.38
460.48
460.57 4BO
460.91
461
461
461
461
461
461
461.02
UC
461.21
461.23 15"CM
P461.36
461.40
W
W
461.49
461.52
461.53
CO
461.70
12
461.83
461.92 462462
462
462
462462
462
462462462
462.03
462.03
462.09
462.12
462.13
462.15
462.19
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
462.39
462.39
E
462.51
462.54
462.60
UC UC
462.85
462.89
462.89
462.91
462.98
W463463
463
463
463463 463463463
463
463
463.08
463.09
W
W
10
463.19
10
463.28
10
UC
463.60
463.70
463.79
463.80
EJB
463.91
463.99 464464 464464
464
464
4644
6
4
464464
464
464
464
464.06
C
GATE
464.23
464.45
C
464.55
464.56
8
464.69
464.70
464.72
464.75
464.81
464.84
464.87
W
464.92
6
464.95
464.96
465
4
6
5
465
465
4 6 5
465
46546
5465465
465
465
4
65
465 4654
6
5
465465
4
6
5465 465
465.09
465.13
465.18
465.28
10
465.29
465.33
465.40
465.55
E
8
465.90
465.92 466466
4 66466466
466
466466466
466
466
466
4 6 6
466
466
466
466.01
466.11
466.12
466.17
12' CHAIN LINK FENCE
466.30
6
W
8 466.69
10
466.81
466.83 466.85
466.85
466.90
466.92 467467467 467
467
467
467467
467
467
467467.02
467.09
467.32
467.37
467.42
8
467.50
8
467.67
467.71
467.71
10
6
8
8
468468
468468468
468
468
468
468
468
468
468
468468.09
8
468.20
468.21
8
468.28
8
12
10
468.55
8
468.68
E
6
468.84
468.88
C
UCUCUC469469
469 469
469
469
469469469
469
469
469.01
469.08
469.10
6
469.21
12
6
8
469.37
469.39
8
8
EM
10
469.54
469.58
469.60
10
469.63
469.64
8
10
8
E
8
469.97
469.98
470
470
470
470
470
470470470
470470470
4
7
0
470
470.03
12
470.05
6
470.16
10
10
8
8
470.23
470.26
10
8
12
470.37
470.37
8
470.41
8
10
8
8
8
6
8
8
470.76
6
8
470.85
470.87
470.88
6
470.95
471
471
471
471
471
471
471
471.01
471.04
471.05
10
471.14
10
10
471.17
8
8
471.32
CB
8
6
8
8
471.46
471.51
12
6
8
10
E
CO
10
6
W
471.75
8
10
8
12
8
8
4
7
2
472
10
8
CO
12
W
8
8
10
10
10
8
8
CB
12
8
W
10
6
472.85
472.86
12
472.91 10
472.95
10
6
473
4
7
3
473.10
8
10
10
10
473.17
8
10
8
10
6
WELLHEAD
& PUMP
12
8
12
10
10
10
10
8
8
6
473.67
10
10
8
10
8
10
8
10
8
8
6 4744748
8
6
8
8
12
12
10
6
12
8
6
10
10
6
474.71
8
474.86
8
10
474.94
474.95 4758
475.13
8
12
10
6
8
8
8
10
8
10
8
10
10
10
10
8 8
10
8
476
476476476.01
8
8
476.07
12
8
10
10
8
8
8
8
C
8
6
8
8
12
6
8
8
6
8
8
476.48
12
10
8
8
476.59
8 8
8
12
610
8
8
476.88
8
W
47747710
6
8
10
8
8
10
10
8
E
477.34
8
8
6
12
10
8
8
8
477.80
8 8
6
10
10
8
8
4
7
8
478
478
8
12
478.16
8
10
8
6
8
8
8
8
10
10
10
8
8
6 4794
7
9
479.01
8
10
6
6
10
8
10
10
6
8
8
10
10
12
8
10
10
10
8
10
10
8
8
12
8
8
8
8
8
10
10
8
6
8
8
10
8
8
8
10
8
10
10
10
8
8
8
8
8
14"
447
W W W W
W
W W W WWW W
FWFW FW
WFWFW
FW FW FW FW
FWFWFWWWWFWFWFWFW
FW4"4"4"4"
4"4"4"4"4"
4"12"12"
12"8"8"8"8"8"8"4"4"W W
4"
12"
FW
W
4"
12"12"
ROAD (DIRT)
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
N 497,919.279
E 1,890,574.026
N 497,923.279
E 1,890,578.026
GATE
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
LTP
LTP
INV.IN=430.36
18" CMP
INV.IN=430.92
24" RCP
CONN. N/A
EL.=471.67
ELECT. BOX
U/G PUMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=445.66
DI
EL.=461.61
CLEANOUT
EL.=465.79
ON CONC. PAD
ELECT. BOX
EL.=459.19
CLEANOUT
SUMP=????
TOP=458.30
SS MH
EL.=471.70
CLEANOUT
EL.=472.14
CLEANOUT
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=443.94
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=444.97
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
24" RCP=435.05
24" RCP=435.10
EL.=445.40
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
????" RCP=195.96
24" RCP=441.00
EL.=445.30
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
CONN. N/A
EL.=469.89
ELECT. MH
BOLTED SHUT
CONN. N/A
TOP=452.12
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.06
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.10
SS MHBOLTED SHUT
CONN. N/A
TOP=449.90
SS MH
CONN. N/A
EL.=457.70
ELECT. MH
CONN. N/A
EL.=477.33
ELECT. BOX
CONN. N/A
EL.=462.50
U/G ELECT. BOX
CONN. N/A
EL.=459.27
ELECT. MH
CONN. N/A
EL.=458.28
U/G ELECT. BOX
CONN. N/A
EL.=453.62
ON CONC. PAD
ELECT. CONTROL PANEL
CONN. N/A
EL.=451.19
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=451.04
U/G ELECT. BOX
CONN. N/A
EL.=468.71
ELECT. MH
EL.=432.33
RETENTION POND
RIP RAP
STOP SIGN
STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP
C.M.
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
LP
LP
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
LP
EL.=454.02
WATER VALVE
"DO NOT ENTER" SIGN
LP
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
GENERATOR
ELECT.
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
EL.=451.04
ON CONC. PAD
HVAC UNIT
EL.=470.60
ON CONC. PAD
A/C UNIT
EL.=470.53
ON CONC. PAD
A/C UNIT
EL.=469.54
ON CONC. PAD
A/C UNIT
EL.=466.99
SUMP PUMP
SUMP VENT
LP
LP
LP
"RESERVED/HANDICAP" SIGNS
FFE=450.26
LP
CONN. N/A
EL.=459.60
WATER VALVE CONN. N/A
EL.=461.48
WATER VALVE
CONN. N/A
EL.=461.44
WATER VALVE
CONN. N/A
EL.=462.99
WATER VALVE
CONN. N/A
EL.=463.13
WATER VALVE
CONN. N/A
EL.=463.15
WATER VALVE
BLD. FROM TANKS
MULTIPLE PIPES INTO
CONN. N/A
EL.=472.64
WATER VALVE
CONN. N/A
EL.=472.24
WATER VALVE
CONN. N/A
EL.=471.75
WATER METER
CONN. N/A
EL.=459.60
FIRE HYDR.
CONN. N/A
EL.=466.64
FIRE HYDR.
CONN. N/A
EL.=466.45
WATER VALVE
CONN. N/A
EL.=464.89
WATER VALVE
SIDE
WALK
3' HAND-RAIL
CONN. N/A
EL.=476.93
WATER VALVE
CONN. N/A
EL.=453.20
FIRE HYDR.
CONN. N/A
EL.=464.50
TELE. PEDESTAL
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
CD150S.HAGGARDM.MAYERWESTERN AREADEMOLITION PLANC. LOWEBEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW
WETLANDS
BUFFER
WETLANDS
CD151 CD152 CD153
CD154
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
CD151 CD152 CD153
CD154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYCD151.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD151.dgn5/4/20169:00:37 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016FORMER
TRANS-
AREA
STAGING
CONTRACTOR
466
466
466
464
463
462
461
464
463
10
10
10
10
12
12
10
10
10
10
12
12
12
6
8
8
8
8
8
8
8
10
10
465
460
465
452.08 455458.63
18"
C
MP
460460.02
460.17
18"CMP
460.32
461
46115"C
M
P461.70
462
462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
462.39
463
463
463
463
463.09
10
10
EJB464 464
464
464
464
464.06
8
465
4 6 5
465
465465
4
6
5
465
10
465.33
465.55
8
465.92
466
466466466
466466466
466
466
12' CHAIN LINK FENCE
10
466.90
467467 467
467
467
467
467467.02
467.32
467.37
468
468468468
468
468
468
468468.09
468.28
468.68
468.84
468.88
469
469
469469469
469
469
469.01
469.08
469.10
469.21
469.39
469.64
469.98
470
470
470470.03
12
10
8
6
10
12
E
10
12
10
8
10
10
12
10
8
8
WELLHEAD
& PUMP
12
12
8
8
8
8
10
8
6
12
8
10
6
8
8
810
6
8
8
10
8
10
10
8 8
8
8
8
10
8
8
8
8
8
6
8
12
6
8
6
8
8
12
10
8
8
8 8
8
12
610
8
10
6
8
10
8
10
8
8
6
12
10
8
8
8
10
10
8
8
8
8
10
8
6
8
8
10
10
8
8
6
6
10
8
10
68
10
8
10
10
10
8
8
8
8
8
8
8
8
10
8
6
8
8
8
8
8
10
8
10
10
10
8
8
8
8
W
4"
N 498,199.475
E 1,890,574.026
N 498,203.475
E 1,890,578.026
N 498,199.475
E 1,890,507.884
N 498,203.475
E 1,890,511.884
N 498,350.970
E 1,890,507.884
N 498,349.458
E 1,890,511.884
N 498,384.297
E 1,890,537.279
N 498,380.704
E 1,890,539.444
GATE
LTP
LTP
LTP
LTP
CONN. N/A
EL.=471.67
ELECT. BOX
ROAD (ASPHALT GOOD COND.)
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
1
2
2
WESTERN AREA
CD151S.HAGGARDM.MAYERWESTERN AREADEMOLITION PLANC. LOWEOF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
PROTECTED DURING CONSTRUCTION.
EXISTING WELL HEAD TO REMAIN AND BE
EXISTING TREES TO BE CLEARED AND GRUBBED.
3
3
3
3
3
3
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
CD151 CD152 CD153
CD154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYCD152.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD152.dgn10/27/20161:43:30 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

8
6
6
434435 435435.99
436 436437 437438
438
438.50 438.90
439
439.31
440
440
440.12
440.32
441
441
442
442442.35
443
443
443.00
443.79
444
444
444.65
445
445
445.13
445.16
445.28
445.43
446.00
446
446
446.21
446.29
446.37
446.76
446.89
447
447.19
447.87
448
448.13
448.66
449
449.69
450
450
450
450.12
450.33
450.58
451
451
451.52
451.54
452
452
452.08
452.41
452.70
453
453
454
4
5
4
454.57
455
4
5
5
455
455
455.56
456
4
5
6
457
4
5
7
E
458 458458.33
UCUCUC
459 459459.33
459.58
460
460
460
460461
461.02
461.36
461.40
461.52
461.53
461.92
462 462462
462.03
462.03
462.09
462.19
462.51
462.54
462.89
463 463
463.19
463.91
463.99
464
464
C
464.72
464.75
464.81
464.84
464.92
464.96
465
4
6
5
465
466
466466.17
8
466.69
467
467
467.09
8
8
467.67
467.71
6
8
468
468
468.20
8
E
6
C
UCUCUC469
469
469
8
470
470 470.05
6
470.37
6
6
471
471
471
10
471.17
8
8
471.32
6
8
471.51
6
10
6
8
8
8
6
6
8
10
10
6
6
8
6
8
6
6
88
8
8 8
6
6
W W W
W
W W
4"4"4"
4"4"
ROAD (DIRT)
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
8
8 9
7
N 498,419.184
E 1,890,740.637
N 498,286.247
E 1,890,973.382
N 498,049.382
E 1,890,799.131
N 498,081.038
E 1,890,868.127
N 498,074.548
E 1,890,842.602
N 498,405.429
E 1,890,624.864
N 498,401.485
E 1,890,625.571
N 498,415.184
E 1,890,740.874
N 498,415.184
E 1,890,966.315
N 498,417.184
E 1,891,026.112
N 498,312.865
E 1,891,054.502
N 498,323.252
E 1,891,026.465
N 498,283.747
E 1,890,936.163
N 498,311.990
E 1,890,936.057
N 498,323.394
E 1,890,966.660
N 498,052.194
E 1,890,796.004
N 498,085.024
E 1,890,867.570
N 498,078.288
E 1,890,841.079
CONN. N/A
EL.=457.70
ELECT. MH
CONN. N/A
EL.=468.71
ELECT. MH
STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP
C.M.
ROAD (ASPHALT GOOD COND.)
EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
CONN. N/A
EL.=464.50
TELE. PEDESTAL
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
OUTLINE
BUILDING 3
PROPOSED
SHEET NOTES
1
1
1
1
1
1
1
1
1
1
1
WESTERN AREA
CD152S.HAGGARDM.MAYERWESTERN AREADEMOLITION PLANC. LOWE2
2
2
2
3
4
4
3
3
3
3
3
3
3
3

NOT USED.
OF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
EXISTING CURB AND GUTTER TO BE REMOVED.
EXISTING TREES TO BE CLEARED AND GRUBBED.1 AMENDMENT 000610-28-161
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
CD151 CD152 CD153
CD154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYCD153.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD153.dgn10/27/20161:43:31 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

434.72 435436436.77 4374
3
8
438.84
4
3
9441442
4
4
3
44
4
CB
446.73
447
447
447.13
447.17 447.62
447.73
447.77
4
4
8
448
448.09
448.14
448.15
448.16
448.21
448.82
CB449
449
4
4
9
449
449.04
449.05
449.08
449.13
449.28
449.57
449.67
S
450450
450
450
450
450450
SS
CB
450.31
450.36 451451
E
E452
452 452.10
S
452.33 453453 454454
W455455
455.21 456456CBCB457CB
457.23
457.40
CB
457.87
457.92
457.96 458458E
S
458.37
458.38
458.58 458.59
458.85
C
459
459CB
459.11
CO
E
459.30
W
459.92
UC 460460
460
460
UC
460.21
460.48
460.57
460.91
461
461
461.21
W
W
461.49
461.52
CO
462
462
462462.12
462.15
462.39
E
462.60
UC UC
462.85
462.89
462.91
462.98
W
463
463463 463463.08
W
W
463.28
UC
463.60
463.70
463.79
463.80
464
4644
6
4
464C
464.23
464.45
464.55
464.56
464.69
464.70
464.87
W
464.95
4
6
5
4654
6
5
465465
4
6
5465
465.09
465.13
465.18
465.28
465.29
465.40
E
465.90
466
4 6 6
466.01
466.11
466.12
466.30
W
466.81
466.83 466.85
467
467.42
467.50
467.71
468
469
469.54
E
470
4
7
0
470
470.16
471
471.04
471.14
CB
471.46
CO
W
4
7
2
CO 473473.10
473.17
14"
447
W WWW W
FWFW FW
WFWFW
FW FW FW
FWFWFWWWWFWFWFWFW
FW4"4"4"
4"12"12"
12"8"8"8"8"8"4"4"W W
4"
12"
FWSSSS
SSSS6"4"4"12"12"
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 6668
8
8
8
8 8
12
9
9
9
77
11
11
88
8
7
74 9
7
N 498,419.184
E 1,891,398.790
N 498,307.876
E 1,891,398.790
N 498,311.371
E 1,891,133.795
N 498,287.034
E 1,891,133.795
N 498,271.034
E 1,891,242.134
N 498,287.034
E 1,891,329.275
N 498,276.208
E 1,891,340.101
N 498,271.034
E 1,891,322.647
N 498,260.208
E 1,891,333.474
N 498,311.371
E 1,891,336.708
N 498,307.876
E 1,891,336.708
N 498,417.184
E 1,891,396.790
N 498,312.956
E 1,891,396.790
N 498,283.862
E 1,891,127.842
N 498,255.887
E 1,891,141.927
N 498,255.887
E 1,891,239.134
N 498,100.932
E 1,891,242.134
N 498,103.932
E 1,891,239.134
N 498,084.601
E 1,891,092.700
N 498,100.932
E 1,891,109.030
N 498,103.932
E 1,891,107.788
N 498,088.601
E 1,891,092.457
N 498,286.946
E 1,891,068.722
0-9116
BUILDING
0-9117
BUILDING
U/G PUMP
EL.=461.61
CLEANOUT
EL.=465.79
ON CONC. PAD
ELECT. BOX
EL.=459.19
CLEANOUT
SUMP=????
TOP=458.30
SS MH
EL.=471.70
CLEANOUT
EL.=472.14
CLEANOUT
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
CONN. N/A
EL.=469.89
ELECT. MH
BOLTED SHUT
CONN. N/A
TOP=452.12
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.06
SS MH
BOLTED SHUT
CONN. N/A
TOP=450.10
SS MHBOLTED SHUT
CONN. N/A
TOP=449.90
SS MH
CONN. N/A
EL.=462.50
U/G ELECT. BOX
CONN. N/A
EL.=459.27
ELECT. MH
CONN. N/A
EL.=458.28
U/G ELECT. BOX
CONN. N/A
EL.=453.62
ON CONC. PAD
ELECT. CONTROL PANEL
CONN. N/A
EL.=451.19
ON CONC. PAD
ELECT. BOX
CONN. N/A
EL.=451.04
U/G ELECT. BOX
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"EL.=450.09
I.C.V.
EL.=450.02
I.C.V.
EL.=450.09
I.C.V.
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
LP
LP
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
LP
EL.=454.02
WATER VALVE
"DO NOT ENTER" SIGN
TANK
FFE=472.16
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
GENERATOR
ELECT.
3' HAND-RAIL
SIDEWALK
SIDEWALK
EL.=451.04
ON CONC. PAD
HVAC UNIT
EL.=470.60
ON CONC. PAD
A/C UNIT
EL.=470.53
ON CONC. PAD
A/C UNIT
EL.=469.54
ON CONC. PAD
A/C UNIT
EL.=466.99
SUMP PUMP
SUMP VENT
LP
LP
"RESERVED/HANDICAP" SIGNS
FFE=450.26
CONN. N/A
EL.=459.60
WATER VALVE
CONN. N/A
EL.=461.48
WATER VALVE
CONN. N/A
EL.=461.44
WATER VALVE
CONN. N/A
EL.=462.99
WATER VALVE
CONN. N/A
EL.=463.13
WATER VALVE
CONN. N/A
EL.=463.15
WATER VALVE
BLD. FROM TANKS
MULTIPLE PIPES INTO
CONN. N/A
EL.=471.75
WATER METER
CONN. N/A
EL.=459.60
FIRE HYDR.
CONN. N/A
EL.=466.64
FIRE HYDR.
CONN. N/A
EL.=466.45
WATER VALVE
CONN. N/A
EL.=464.89
WATER VALVE
SIDE
WALK
3' HAND-RAIL
CONN. N/A
EL.=453.20
FIRE HYDR.
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
1
2
3
HAS BEEN DISCONNECTED FROM THE SEPTIC FIELD
AND OPERATIONAL AND THE PHASE 1 BUILDING
TREATMENT FACILITY HAS BEEN CONSTRUCTED
BE REMOVED AFTER AREA WASTE WATER
SEPTIC FIELD AND APPURTENANCES SHALL ONLY
WESTERN AREA
CD153S.HAGGARDM.MAYERWESTERN AREADEMOLITION PLANC. LOWE4
4
4
5
5
5
5
5
5
5 5
5
5
5
55
6
7
6
7 7
7
8
8
1 REVISED IN ACCORDANCE W ITH AMENDMENT 000306/13/161
SHEET CD510.
AT COMPLETION OF CONSTRUCTION. REFER TO
CONTRACTOR SHALL REMOVE GATE AND POSTS
DOUBLE SWING CONSTRUCTION GATE.
PROVIDE NEW TEMPORARY 6' HIGH - 24' WIDE
TO MATCH NEW GRADE ELEVATIONS.
EXISTING FIRE HYDRANT AND VALVE TO BE ADJUSTED
ADDITIONAL INFORMATION.
ELEVATION. REFER TO SHEET CU153 FOR
FRAME AND COVER. RAISE TO MATCH NEW GRADE
REMOVED AND REPLACED WITH TRAFFIC RATED
EXISTING WATER VALVE FRAME AND COVER TO BE
ADDITIONAL INFORMATION.
ELEVATION. REFER TO SHEET CU153 FOR
FRAME AND COVER. RAISE TO MATCH NEW GRADE
REMOVED AND REPLACED WITH TRAFFIC RATED
EXISTING CLEANOUT FRAME AND COVER TO BE
OF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
EXISTING CURB AND GUTTER TO BE REMOVED.
REMOVED. REFER TO NOTE BELOW.
EXISTING SEPTIC FIELD LINES TO BE
REFER TO NOTE BELOW.
EXISTING PUMPING TANK TO BE REMOVED.
REFER TO NOTE BELOW.
EXISTING SEPTIC TANK TO BE REMOVED.
9
2
9
2 AMENDMENT 000610-28-162
N
KEY MAP
FORMER
TRANS-
TRANSFORMER
WETLANDS
CD151 CD152 CD153
CD154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN "DO NOT ENTER" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK BNYCD154.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD154.dgn5/4/20169:00:43 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WETLANDS
452 451
449
448
447
432433434
435
440445
445
4504508
8
10
6
6
12
6
6
8
8
N 497,919.279
E 1,890,757.372
N 497,978.213
E 1,890,767.441
N 497,923.279
E 1,890,753.997
N 497,979.382
E 1,890,763.583
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
WESTERN AREA
CD154S.HAGGARDM.MAYERWESTERN AREADEMOLITION PLANC. LOWEOF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
EXISTING TREES TO BE CLEARED AND GRUBBED.
2
2
2
2
WETLANDS BUFFER
BNYCD180.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD180.dgn5/4/20169:00:45 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4564574 5 7
4584584594594604604604614614624624634
6
3
C
464464464465465
465
465
4
6
5
465 466466
466
466 4674674
6
7
467 468468468
468 469469469
469
470
4
7
0
470
4
7
0
4
7
0
470
470 470470470
471
471 471471471
471471
471
472 472472472
4 7 2
472
473 473473473
473473
C
474 474474474
474
474474
475 475475
475475475
475
475 475475475475E C
E
C
476
476
476
4764
7
6476
476
C
C
477
477
477
4
7
7477
477
478
478
478
4
7
8478
4
7
8
4
7
8
479
479
479
4794
79
4
7
9 479480
480
480
480
480
480
480480480 C
481
4
8
1 481481
482
482
485
485 485490
490 490490AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
INV.IN=469.25
12" CMP HEADWALL
INV.IN=461.31
24" CMP
INV.OUT=459.17
24" CMP
INV.OUT=468.64
12" CMP
INV. OUT=477.63
18" CMP
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
CONN. N/A
EL.=475.47
ELECT. SWITCHBOX
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
GATE
GATE
PP (ABANDONED)
C.M.
GATE MOTOR
LP
C.M.
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FI
RE BREAKC.M.
HEADWALL
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
F.M.
PP W/ ANTENNA (ABANDONED)
ROOF OVERHANG
EL.=475.36
WATER SPIGOT PARKI
NG AREAV
EH
IC
LE
BA
R
R
IER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
FIRE EXTINGUISHER
CONN. N/A
EL.=475.45
TELE. BOX
CONN. N/A
EL.=476.02
TELE. PEDESTAL
CONN. N/A
EL.=475.79
TELE. PEDESTAL
12" CMP
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
CD180M.MAYERDEMOLITION PLANC. LOWES.HAGGARDNORTHERNNORTHERN AREA
BEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW
CD182CD181
BNYCD181.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD181.dgn5/4/20169:00:49 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016N 498,600.226
E 1,892,747.081
N 498,622.743
E 1,892,771.502
N 498,800.943
E 1,892,915.275
N 498,775.886
E 1,892,946.918
N 498,768.381
E 1,892,990.935
N 498,752.008
E 1,892,984.469
4
7
0
4
7
0
471
471 471471472
4 7 2
473
473474
474475475
475475EC
E
476
476 4764
7
6476 C
477
477
477
4
7
7477 478
478
478
4
7
84784
7
8
479
479
479
479479480
480
480
480
C 481481
AND SCRUB
SCATTERED TREES
N 498,659.275
E 1,892,933.863
N 498,707.400
E 1,892,957.600
N 498,545.591
E 1,892,747.081
N 498,750.695
E 1,892,763.350
N 498,773.860
E 1,892,725.545
N 498,793.504
E 1,892,724.520
N 498,800.943
E 1,892,867.014
N 498,543.073
E 1,892,753.081
N 498,597.597
E 1,892,753.081
N 498,620.271
E 1,892,777.672
N 498,746.241
E 1,892,769.646
N 498,753.532
E 1,892,884.071
N 498,718.493
E 1,892,967.741
INV.IN=469.25
12" CMP HEADWALL
INV.OUT=468.64
12" CMP
INV. OUT=477.63
18" CMP
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
CONN. N/A
EL.=475.47
ELECT. SWITCHBOX
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
GATE
C.M.
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
C.M.
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
F.M.
PP W/ ANTENNA (ABANDONED)
ROOF OVERHANG
EL.=475.36
WATER SPIGOT PARKI
NG AREAGATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
FIRE EXTINGUISHER
CONN. N/A
EL.=475.45
TELE. BOX
CONN. N/A
EL.=476.02
TELE. PEDESTAL
CONN. N/A
EL.=475.79
TELE. PEDESTAL
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
N
KEY MAP
CD182CD181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
CD181M.MAYERDEMOLITION PLANC. LOWES.HAGGARDNORTHERN AREA NORTHERN1
2
3
4
3
3
3
3
3
3
3
3
4
1
5
6
5
5
5
5
5
5
7
7
6

EXISTING WATER SPIGOT TO BE RELOCATED.
SHEET CD510.
AT COMPLETION OF CONSTRUCTION. REFER TO
CONTRACTOR SHALL REMOVE GATE AND POSTS
DOUBLE SWING CONSTRUCTION GATE.
PROVIDE NEW TEMPORARY 6' HIGH - 24' WIDE
OF CONSTRUCTION. REFER TO SHEET CD510.
REMOVE FENCE AND POSTS AT COMPLETION
CONSTRUCTION FENCING. CONTRACTOR SHALL
PROVIDE NEW TEMPORARY 6' HIGH CHAIN LINK
BE REMOVED.
EXISTING CONCRETE HEADWALL AND PIPING TO
EXISTING TREES TO BE CLEARED AND GRUBBED.
REMOVED.
EXISTING POWER POLE WITH ANTENNA TO BE
INTRUSION DETECTION SYSTEM (IDS).
CONTRACTOR TO MAINTAIN AND RECONNECT
EXISTING CHAIN LINK FENCE TO BE REMOVED.
BNYCD182.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCD182.dgn5/4/20169:00:54 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016N 498,830.727
E 1,893,434.125
N 498,915.775
E 1,893,121.222
N 498,551.460
E 1,893,397.904
N 498,539.489
E 1,893,382.156 461462N 498,602.445
E 1,893,380.680
N 498,628.656
E 1,893,482.821
4
6
3464
464465
465
4
6
5
466466
467467468468469469470
4
7
0
470
470 470470471471472472473473474474
474475475C
476
476C
477
N 498,560.319
E 1,893,315.090
N 498,549.894
E 1,893,420.629
N 498,801.942
E 1,893,284.591
N 498,832.763
E 1,893,177.512
N 498,826.366
E 1,893,023.287
N 498,807.896
E 1,893,008.958
N 498,524.181
E 1,893,349.727
N 498,519.969
E 1,893,381.265
CONN. N/A
EL.=475.39
ELECT. CONTROL PANEL
GATE
PP (ABANDONED)
C.M.
GATE MOTOR
LP
PP W/ ANTENNA (ABANDONED)PARKI
NG AREAV
E
H
IC
L
E

B
A
R
R
IE
R
CONN. N/A
EL.=475.45
TELE. BOX
12" CMP
GENERAL NOTES
AREA AND NOTES.
REFER TO SHEET CG101 FOR EXCESS SOIL STOCKPILE
OFFICER.
UNLESS SPECIFICALLY NOTED BY THE CONTRACTING
BE DEEMED THE PROPERTY OF THE GOVERNMENT
PRIOR TO REMOVAL. ANY EQUIPMENT ONSITE SHALL
ATF RANGE CONTROL AND THE CONTRACTING OFFICER
ANY EQUIPMENT NOTED TO BE REMOVED WITH THE
THE CONTRACTOR SHALL COORDINATE REMOVAL OF
WATER LINES AND ALL APPURTENANCES.
AND DEMOLITION OF SANITARY SEWER LINES AND
DISCUSS WITH ONUS ALL ASPECTS OF CONSTRUCTION
(ONUS). THE CONTRACTOR SHALL CONTACT AND
CONTRACTOR WITH OLD NORTH UTILITY SERVICES
AND APPURTENANCES SHOWN TO BE REMOVED BY THE
AND STRUCTURES AND REMOVAL OF ANY WATER LINES
COORDINATE REMOVAL OF ANY SANITARY SEWER LINES
PROCEDURE.
CONSULT WITH FORT BRAGG DPW ON REMOVAL
AND CONTACT THE CONTRACTING OFFICER AND
CONSTRUCTION IMMEDIATELY STOP CONSTRUCTION
HOWEVER, IF A UST IS DISCOVERED DURING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
AND VERTICAL CONTROL.
REFER TO SHEET CS101 FOR PROJECT HORIZONTAL
COMMUNICATIONS AND ELECTRICAL UTILITIES.
SEE TS AND ES SHEETS FOR REMOVAL OF
AND REMOVAL NOTES.
REFER TO SHEET C-002 FOR GENERAL DEMOLITION
7.
6.
5.
4.
3.
2.

1.
LEGEND
WETLANDS BUFFER ZONE
CONSTRUCTION LIMITS
WETLANDS
CLEARING AND GRUBBING LIMITS
N
KEY MAP
CD182CD181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
CD182M.MAYERDEMOLITION PLANC. LOWES.HAGGARDNORTHERN AREA NORTHERN3
4
5
1
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
4
4
4
4
4
4
4
BITUMINOUS PAVEMENT REMOVAL.
PROVIDE NEAT STRAIGHT SAWCUT PRIOR TO
EXISTING CONCRETE SIDEWALK TO BE REMOVED.
REMOVED.
EXISTING BITUMINOUS PAVEMENT TO BE
EXISTING TREES TO BE CLEARED AND GRUBBED.
EXISTING GATE AND POST TO BE REMOVED.
EXISTING VEHICLE BARRIER TO BE REMOVED.
6
6
BNYCS101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS101.dgn10/27/20161:43:33 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

T
WETLANDS
10pi
4DW
6CD
8CD
6CD
8
8
10
10
10
10
10
12
12
12
12
12
10
10 10
12
12
12
6
8
10
12
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
12
12
8
E
CB
CB
CB CB CB
CB
CB
12
CB
S SS
CB CB
S
4DW
10
10
10
10
C
1210
10
10
10
12 8
CB
10
10
CB
12
CBCB
6
CB
18"CMP
CB
CB
E
GATE
S
INV.-457.32
HW
18"C
MP
18"
C
MP
C
10
CB
E
4BO
4BO
12
8
12
6CH
18"CMP
4BO 15"CM
P12
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
8
10
12
10
C
EJB
C
GATE
C
8 8' CHAIN LINK FENCE10
8
12' CHAIN LINK FENCE
10
10
12
E
C
10
EM
TRANSFORMER
E
12
12
6
CB
10
8
10
8
8
10
CB
10
6
12
10
8
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
10
8
8
10
6BO
8
10
12
C
6
12
12
10 10
8
10
8
8
10
CE
10
6BO
8
C
6BO
8
C
8
8
C
6
6
8
8
8
C
8
10
8
6BO
8
10
8
8
8
6
12
8
8
6
10
10
8
8
6BO
12
8
6
8
8
8
10
10
10
10
10
8
10
C
10
8
8
8
8
8
8
8
10
10
6
8
8
E
10
10
10
10
C
8
8
C
8
8
14"
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 2
BUILDING 1
BUILDING 3
GEN
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GEN
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
GATE
0-9116
BUILDING
0-9117
BUILDING
TRANSFORMER
LOWE-5
LOWE-6
LOWE-4
LOWE-3
LOWE-1
LOWE-8
LOWE-2
LOWE-7
LTP
LTP
LTP
LTP
LTP
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRERIP RAP
RIP RAP
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAK
FIRE BREAK
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
"DO NOT ENTER" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
STEPS
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
"RESERVED/HANDICAP" SIGNS
FFE=450.26
INFO SIGN
RANGE
DRIVE
GRAVEL
ROOF OVERHANG
BLD. FROM TANKS
MULTIPLE PIPES INTO
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/PA
R
KIN
G
A
R
EA
VEH
ICLE BARR
IER
GATE
"FIRING RANGE" SIGN
GATE W/
SIDE
WALK
3' HAND-RAIL
CONC. PAD
CONC. PAD
12" CMP
120'60'0 120'240'360'
GRAPHIC SCALE: 1"=120'-0"N
GENERAL NOTES
CONTROL POINTS SHOWN ARE REBAR WITH CAPS.
AND ELEVATION AND WERE SET BY LOWE ENGINEERS, LLC.
POINTS ARE SHOWN IN FORMAT OF ID, EASTING, NORTHING,
COORDINATES SHOWN FOR BM'S AND OTHER CONTROL
CONTROL SET BY LOWE ENGINEERS, LLC.
VERTICAL DATUM: NAVD88.
HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE, NAD83.
UNITS OF MEASURE: U.S. SURVEY FEET
SURVEY NOTES
5.
4.
3.
2.

1.
RCW PARTITION
WESTERN AREA EASTERN AREA
NORTHERN AREA
CS101S.HAGGARDM.MAYEROVERALLLAYOUT PLANC. LOWE6.
5.
4.
3.
2.

1.
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS180 THRU CS182 FOR NORTHERN
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
BEFORE
YOU DIG NORTH CAROLINA
CALL
910-396-0325
Fort Bragg DPW 10-28-161 1
1 AMENDMENT 0006BY OTHERS
INDOOR RANGE
CS150 CS110
CS180
BNYCS110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS110.dgn10/28/201611:12:32 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

C
C
C
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
BUILDING 2
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GI-1 GI-2
GI-3
GI-4 GI-5 GI-6
CB-6
CB-5 CB-7
CI-1
CI-2
CB-4
CB-3
CB-2
CB-10 CB-15
CB-16
CI-4
GI-7
GI-8
CB-14
HW-3
HW-2
CI-9
CI-7
CB-17
HW-1
CB-1CB-9
CB-11
CB-12
CB-13
CI-3CI-11
HW-5
HW-6
CI-8
CI-10
CB-8
GI-9
HW-7
HW-8
HW-9
GI-10
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CI-18
CI-19
CI-20
CB-19
HW-16
HW-17
EXCB-1
CB-21
CB-20
CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJEJTE
EJEJEJDJ
CJTETYPTE TEEJ
CJ
TYP TETETETE
CJ
TYP
CJ
TYP
CJTE
TETE
TETETETECJCJCJ
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"
GENERAL NOTES
N
RCW PARTITION
EASTERN AREA
CS110S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWEGENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
AREA LAYOUT PLANS.
REFER TO SHEETS CS180 THRU CS182 FOR NORTHERN
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.1 AMENDMENT 000610-28-161
1
CS112
CS115
CS113
CS114
CS111
BNYCS111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS111.dgn5/4/20169:01:05 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
N
KEY MAP
CS115CS114
CS113CS112
CS111
C
C
C
C
C
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
1
EASTERN AREA
CONSTRUCTION FENCING. REFER TO SHEET CD111.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
CS111S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWE

C
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
SHED
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
INFO SIGN
RANGE
BNYCS112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS112.dgn10/27/20161:43:37 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
N
KEY MAP
CS115CS114
CS113CS112
CS111
C
C
C
C
C
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
1 O
10 O
13 E
3 E

13'
AND
OF COLUMN LINES
INTERSECTION
AND
OF COLUMN LINES
INTERSECTION
AND
OF COLUMN LINES
INTERSECTION
AND
OF COLUMN LINES
INTERSECTION
N 498,181.758
E 1,891,956.935
O
1
10
O
N 498,011.091
E 1,891,711.436
N 498,212.924
E 1,891,711.436
3'R E
3
E
13
C
46'8'46'5'6'13'13'
44'6'6'20'8'11.2'10'27'21'
101.71'10'12'12'19'152'7'8'7'8'7'8'6'46.3'149'119.25'
9 SPACES @ 9' = 81'12.5'10 SPACES @ 9' = 90'12.5'10 SPACES @ 9' = 90'
N 498,329.187
E 1,891,710.448
5'20'R
20'R37'R
N 498,113.424
E 1,891,989.610
ATFPATFPATFP
30'1
5'R6'2'19'12'12'19'35'R50'R
N 498,209.184
E 1,891,996.953
N 498,249.073
E 1,892,078.745
3'R3'R9'EN 498,045.425
E 1,891,956.935
N 498,298.184
E 1,891,677.599
N 498,298.184
E 1,892,078.723
9'9'9'9'9'9'9'18'12.5'90'12.5'4 @ 9'=36'9'9'9'
37'16'27.6'11.4'
6'55.3'13.5'37.5'8'37.5'13.5'52'6'9'N 498,025.530
E 1,891,634.621
N 498,270.537
E 1,891,660.749
18.1'10.3'43.8'6'54.5'21'
5'R
4'R 4'R4'R 4'R5'R
4'R 4'R 4'R 4'R 5'R
15'R
15'R80'R
N 497,997.925
E 1,891,886.439
N 497,994.925
E 1,891,835.439
N 498,253.754
E 1,891,690.936
N 498,329.187
E 1,891,996.448
BUILDING 2
BUILDING 1
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
SS CO
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10
CB-14
CB-1CB-9
CB-11
CB-12
CB-13
CI-3CI-11
CB-8
RD CO
RD CO
RD CO
CO
RD
RD CO
RD CO
CO
RD
CO
RD
CO
RD
SDMH-8
CO
RD
RD CO
SDMH-7
SDMH-11
YDHMH-6
SD
SDMH-12
EXCB-1
MH
SS
MH
SS
MH-1
FD
MH-2
FD
10+00
11+00
12+00
13+00
14
+
00
CP120 THRU CP123
REFER TO SHEETS
ROADWAY "B"43'"DO NOT ENTER" SIGN
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
11
13
17
14
15
1
1
1
2 2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3 4 4
4
4
4
4
55
5
7
8
9
9
1010
5
1
1
3
3
3
3
2
16
16
16
17
17
17
16
BEGIN
END
3
11
SHEET NOTES
1
2
3
4
18
18
19
20
19
20
TYPTYPTYPTYP
21
21
2
3
16
10101010
3 3
3
12 12
5
5
TYP
6
TYP
6
TYP
611
13
EASTERN AREA
LAYOUT
CS112A FOR JOINT
REFER TO SHEET
22
22
22
22
22
22
22
22
22
22
22
6
7
8
9
23
24
25
26
27
23
24
END
BEGIN
BEGIN23
24
25
27
10
SN2
SN3
131313
13 18
29
28 28 28
1111
28
29
14
TYP
14
TYP
14
TYP
30
30
30
RETAINING WALL #15
31
31
31
CS112S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWE26 26 26
22
15
3 15
32
32
32
12
33
3333
2

DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO

SHEET CS402 FOR ENLARGED PLAN.
PROVIDE CONCRETE RETAINING WALL. REFER TO
PROVIDE BUILDING 2. REFER TO SHEET 2A-110.
PROVIDE BUILDING 1. REFER TO SHEET 1A-110.
TO SPECIFICATIONS SECTION 32 17 24.
PROVIDE 4" WHITE PAVEMENT STRIPING. REFER
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
2, SHEET CS562.
PROVIDE CONCRETE STAIRS. REFER TO DETAIL

DETAIL 3, SHEET CS501.
PROVIDE CONCRETE EQUIPMENT PAD. REFER TO
DETAIL 2, SHEET CS561.
PROVIDE CONCRETE WHEEL STOP. REFER TO
SHEET CS521.
PROVIDE HANDICAPPED SIGN. REFER TO DETAIL 2,
CS506.
PROVIDE CURB RAMP. REFER TO DETAIL 2, SHEET
SHEET CS501.
PROVIDE CONCRETE STOOP. REFER TO DETAIL 3,
REFER TO DETAIL 2, SHEET CS521.
PROVIDE HANDICAPPED PARKING AND STRIPING.
34
35
36
3434
353535
34 36363636
1 1 10-28-161
PARKING AREA
EXERCISED, DO NOT PROVIDE CURB AND GUTTER IN
PROVIDE 2'-0" CURB AND GUTTER. IF OPTION 7BASE BID:
REFER TO SPECIFICATIONS SECTION 32 17 24.
PROVIDE 4" WHITE PAVEMENT STRIPING. OPTION 7
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TOOPTION 7
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TOOPTION 7
REFER TO SHEET LP112 FOR LANDSCAPING INFORMATION.
TO DETAIL 3, SHEET CS501.
PROVIDE CONCRETE TRANSFORMER PAD. REFER
TO AND APPROVED BY THE CONTRACTING OFFICER.
EQUIVALENT. BENCH DESIGN SHALL BE SUBMITTED
BENCH 2 OR WAUSAU WS-151 LIGHTED BENCH OR
PROVIDE CONCRETE BENCH. URBASTYLE LED
TO DETAIL 7, SHEET CS511.
PROVIDE NEW BARRIER GATE TIE BACK POST. REFER
CONSTRUCTION GATE. REFER TO SHEET CD112.
PROVIDE TEMPORARY 24' WIDE HIGH CHAIN LINK
REFER TO DETAIL 5, SHEET CS521.
PROVIDE RESERVED FOR MEDICAL VISITORS SIGN.
REFER TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 24"x30" R2-1 15 MPH SPEED LIMIT SIGN.
ON 24" CENTERS.
PROVIDE 4" PAINTED BLUE PAVEMENT STRIPING
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" W3-2 YIELD AHEAD SIGN. REFER
REFER TO SHEET CS523.
PROVIDE DOUBLE YELLOW CENTER STRIPING.
CS523.
PROVIDE 6" SOLID WHITE LINE. REFER TO SHEET
DETAIL 1, SHEET CS561.
PROVIDE CONCRETE FILLED BOLLARD. REFER TO
1, SHEET CS511.
PROVIDE NEW BARRIER GATE. REFER TO DETAIL
TIE SIDEWALK TO EXISTING ADA RAMP.
EXISTING.
DETAIL 10, SHEET CS502. SAW CUT AND MATCH
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
DETAIL 3, SHEET CS561.
PROVIDE NEW BICYCLE RACK. REFER TO
REFER TO SHEET CS504.
PROVIDE CONCRETE 1'-6" CURB AND GUTTER.
CONSTRUCTION FENCING. REFER TO SHEET CD112.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
37
373737
AMENDMENT 0006
BNYCS113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS113.dgn10/27/20161:43:39 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

C
N 498,113.424
E 1,892,182.863 12'N 498,162.506
E 1,892,419.078
25'R12'R
N 498,101.832
E 1,892,370.720
N 498,100.709
E 1,892,316.665
CI-4
GI-7
GI-8
HW-3
HW-2
CI-9
CB-17
HW-5
HW-6
CI-8
CI-10
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CB-19
HW-16
CB-21
CB-20
1
5
+
0
0
16+0017+00CP110 THRU CP112
REFER TO SHEETS
ROADWAY "A"80+0081+0082+0083+00
CP120 THRU CP123
REFER TO SHEETS
ROADWAY "B"
CP130 THRU CP131
REFER TO SHEETS
ROADWAY "C"
10+00
11+00
12+00
13+00
14+00
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE FI
RE BREAKFIRE BREAK
N
KEY MAP
CS115CS114
CS113CS112
CS111
C
C
C
C
C
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
3
4
5
6
7
1
2
6
7
7
7
2
EASTERN AREA
8
8
8
8
9
9
9
9
BEGIN
END
10
11
12
13
14
15
16
10
10
10
12
10
10
15
17
17 18
13
18
3
3
3
3
SN5
SN8
SN9
SN11
10
9
9
9
9 3
3
3
11
11
3
CS113S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWE7
3
11
1
1 1 1
1 10-28-16TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R6-5P ROUNDABOUT SIGN. REFER
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 36"x36"X36" R1-2 YIELD SIGN. REFER
NOT USED.
SCHEDULE ON SHEET CS601.
24"x12" W16-7P ARROW SIGN. REFER TO SIGN
PROVIDE 30"x30" W11-2 PEDESTRIAN SIGN AND
NOT USED.
REFER TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 24"x30" R2-1 15 MPH SPEED LIMIT SIGN.
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" W2-6 ROUNDABOUT SIGN. REFER
REFER TO DETAIL 1, SHEET CS526.
PROVIDE ROUNDABOUT ARROW PAVEMENT MARKING.
REFER TO SHEET CS523.
PROVIDE DOUBLE YELLOW CENTER STRIPING.
REFER TO SHEET CS504.
PROVIDE CONCRETE 1'-6" CURB AND GUTTER.
9,SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. REFER TO DETAIL
CONSTRUCTION FENCING. REFER TO SHEET CD113.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
CS506.
PROVIDE CURB RAMP. REFER TO DETAIL 1, SHEET
NOT USED
NOT USED
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
1
1 AMENDMENT 0006CS401
BNYCS114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS114.dgn10/27/20161:43:41 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4 SPACES @ 9' = 36'9'9 SPACES @ 9' = 81'9'10 SPACES @ 9' = 90'9'10 SPACES @ 9' = 90'15'12'
1.5'7 SPACES @ 9' = 63'
1.5'
9'
1.5'
9 SPACES @ 9' = 81'
1.5'
22.2'
1.5'
21'
1.5'
21.3'
1.5'
10 SPACES @ 9' = 117'
1.5'
34.5'16 SPACES @ 9' = 144'1.5'12.2'28.1'5.3'5.3'
AND SCRUB
SCATTERED TREES 38.6'6'12'12'12'18.5'
1.5'8 SPACES @ 9' = 72'1.5'9'1.5'9 SPACES @ 9' = 81'1.5'9'1.5'9 SPACES @ 9' = 81'1.5'
10 SPACES @ 9' = 90'9'10 SPACES @ 9' = 90'9'10 SPACES @ 9' = 90'15'12'
5 SPACES @ 9' = 45'9'10 SPACES @ 9' = 90'9'10 SPACES @ 9' = 90'15'12'12'
19'
10'
6'
6'6'
9'10 SPACES @ 9' = 90'9'10 SPACES @ 9' = 90'
1
5'R5'R
5'R 8'R
1
5'R8'R5'R
4'R6'R
6'R
4'R6'R
6'R
40'R15'
R15'R
1.5'19'12'12'19'20'19'24'19'20'19'12'12'19'16'26'12'12'
N 497,735.829
E 1,891,920.647
N 497,735.829
E 1,891,659.647
7' TYP
N 497,862.755
E 1,892,060.822
N 497,848.499
E 1,892,045.395
24.6'6'
N 497,958.547
E 1,892,081.039
5'R
10'R10'R80'
R
5'R5'R5'R
5'R5'R5'R8'4'R4'RN 497,723.007
E 1,891,625.647
N 497,959.143
E 1,891,624.834
18.5'GEN
GI-1 GI-2
GI-3
GI-4 GI-5 GI-6
CB-16
CI-7
HW-1
GI-9
HW-7
HW-8
HW-9
GI-10
HW-17
ROADWAY "C"
REFER TO SHEETS
CP130 THRU CP131
10+00 11+00 12+00
13+00
14+00
1 5 +0 051+00 52+00 53+00
54+00
GRAVEL ROAD
GRAVEL ROAD
RIP RAP
N
KEY MAP
CS115CS114
CS113CS112
CS111
C
C
C
C
C
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
4
5
6
7
8
1
2
2
2
2
2 2
2 2
22
33
3
33
3
3
3 3
3 3
3
4
4
4 44
4
4
4
4
44
4
4
4
44
4
4
4
55
5 5 5
555
5 5 5
7
TYP
TYP
TYP TYP
TYP
TYP
TYP TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
8 8
88
3
2
9
10
11
11
11
10
7
EASTERN AREA
12
12
13
13
13
13
9
44
4
4
4 4
4
4
2
6
6
14
14 14 14 14 14
14
141414 14 1414141414
14 14 14 14
9
9
9
15
16
17
1515
15
17
17 END
16
RETAINING WALL #2
RETAINING WALL #3CS114S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWE5
TYPTYP
5
3
13
ROADWAY "D"
REFER TO SHEETS
CP140 THRU CP141
18
18
11
11
20
19
19
19
19
19
19
19
19
19
19
19
19
19
19
20
20
1
19
1 1 10-28-16SHEET CS502.
DUMPSTER ENCLOSURE. REFER TO DETAIL 1,
PROVIDE CONCRETE PAD IN FRONT OF
REFER TO DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. OPTION 6
REFER TO DETAIL 9, SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. BASE BID
19
REFER TO DETAILS 1 AND 7, SHEET CS511.
PROVIDE NEW BARRIER GATE AND GATE HOLDBACK.
DETAIL 1, SHEET CS561.
PROVIDE CONCRETE FILLED BOLLARD. REFER TO
CS504.
PROVIDE 1'-6" CURB AND GUTTER. REFER TO SHEET
1, SHEET CS564.
PROVIDE REMOVABLE BOLLARD. REFER TO DETAIL
TO DETAIL 4, SHEET CS521.
PROVIDE RESERVED FOR LEADERSHIP SIGN. REFER
CONSTRUCTION FENCING. REFER TO SHEET CD114.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
TO DETAIL 3, SHEET CS501.
PROVIDE CONCRETE COOLING TOWER PAD. REFER
TO SHEET CS504.
PROVIDE CONCRETE 2'-0" VALLEY GUTTER. REFER
DETAIL 3, SHEET CS501.
PROVIDE CONCRETE GENERATOR PAD. REFER TO
SHEET CS402 FOR ENLARGED PLAN.
PROVIDE CONCRETE RETAINING WALL. REFER TO
SHEET CS562.
PROVIDE CONCRETE STAIRS. REFER TO DETAIL 2,
DETAIL 1, CS562.
PROVIDE DUMPSTER ENCLOSURE. REFER TO
CS506.
PROVIDE CURB RAMP. REFER TO SHEET
REFER TO DETAIL 2, SHEET CS561.
PROVIDE CONCRETE WHEEL STOP. OPTION 6
REFER TO SPECIFICATIONS SECTION 32 17 24.
PROVIDE 4" WHITE PAVEMENT STRIPING. OPTION 6
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO AMENDMENT 0006
BNYCS115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS115.dgn10/27/20161:43:43 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016N 497,935.663
E 1,892,194.641
N 497,926.426
E 1,892,095.972
12' MI
NGRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
N
KEY MAP
CS115CS114
CS113CS112
CS111
C
C
C
C
C
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIR
E BREA
KFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
1
2
3
4
5
6
7
5
6
7
BEGIN
EASTERN AREA
8
8
SN10
4
4
CS115S.HAGGARDM.MAYEREASTERN AREALAYOUT PLANC. LOWE9
9
3
WALL #2RETAINING
10
10
ENCLOSURE. REFER TO DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAD IN FRONT OF DUMPSTER
REFER TO DETAILS 1 AND 7, SHEET CS511.
PROVIDE NEW BARRIER GATE AND GATE HOLDBACK.
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" W2-6 ROUNDABOUT SIGN. REFER
TO SHEET CS504.
PROVIDE CONCRETE 2'-0" VALLEY GUTTER. REFER
SHEET CS402 FOR ENLARGED PLAN.
PROVIDE CONCRETE RETAINING WALL. REFER TO
DETAIL 1, CS562.
PROVIDE DUMPSTER ENCLOSURE. REFER TO
9,SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. REFER TO DETAIL
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
REFER TO DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. OPTION 6
REFER TO DETAIL 9, SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. BASE BID
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
1 10-28-161
1
1 AMENDMENT 0006
BNYCS150.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS150.dgn10/27/20161:43:45 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

AREA
STAGING
CONTRACTOR
WETLANDS
8
8
10
10
10
10
12
12
12
12
10
10
10
12
12
12
6
8
10
8
8
8
10
18"
C
MP
18"
C
MP
C
10
8
18"CMP
4BO 15"C
M
P12
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
10
EJB
C
GATE
C
8
10
8
12' CHAIN LINK FENCE
10
C
EM
12
6
8
10
8
8
10
6
12
10
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
8
8
10
8
10
6
12
12
10 10
10
8
8
10
10
8
8
8
8
C
6
6
8
8
8
10
8
8
10
8
8
8
6
12
8
8
6
10
10
8
8
12
8
6
8
8
8
10
10
10
10
10
8
10
10
8
8
8
8
8
8
8
10
10
6
8
8
10
10
10
10
8
8
8
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
GATE
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
GENERAL NOTES
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
CS150S.HAGGARDM.MAYERWESTERN AREALAYOUT PLANC. LOWE5.
4.
3.
2.

1.
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS180 THRU CS182 FOR NORTHERN
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND 1 10-28-161 AMENDMENT 0006CS151 CS152 CS153
CS154
BNYCS151.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS151.dgn5/4/20169:01:21 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016FORMER
TRANS-
AREA
STAGING
CONTRACTOR
10
10
10
10
12
12
10
10
10
12
12
12
6
8
8
8
8
10
18"
C
MP
18"CMP
15"C
M
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
10
EJB
8
10
8
12' CHAIN LINK FENCE
10
12
6
10
8
10
12
10
8
8
WELLHEAD
& PUMP
12
10
10
8
8
8
10
6
12
10
8
8
10
10
8
8
8
8
6
6
8
8
8
10
8
10
8
8
8
6
12
8
8
10
10
8
8
8
6
8
10
10
10
10
8
10
10
8
8
8
8
8
8
8
10
6
8
8
10
10
10
10
8
8
8
GATE
LTP
LTP
LTP
LTP
ROAD (ASPHALT GOOD COND.)
FORMER
TRANS-
TRANSFORMER
WETLANDS
N
KEY MAP
CS154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
CS151 CS152 CS153
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
SHEET NOTES
1
1
1
1
1
1
CONSTRUCTION FENCING. REFER TO SHEET CD151.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
CS151S.HAGGARDM.MAYERWESTERN AREALAYOUT PLANC. LOWE
BNYCS152.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS152.dgn10/28/201611:28:17 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

37.86'10'14'14'21.12'21'12.6'15'15'1
0'
10'10'
D
2
D
C
C
6
8
10
6
N 498,325.749
E 1,890,648.245
AND SCRUB
SCATTERED TREES
8
9
7
6'15'R15'R
25'R
4
5'R12'R 6'R
60'RN 498,097.349
E 1,891,006.978
10'11'93'
N 498,079.678
E 1,890,623.347
N 498,071.408
E 1,890,806.234
N 498,115.852
E 1,891,048.872
13'
ATFP 13'
ATFP
13'ATFP13'ATFPN 498,170.706
E 1,890,701.383
11 12.4'N 498,298.749
E 1,890,596.847
25'R
N 498,200.206
E 1,890,960.478
73.5'R15'R
18'R
15'RN 498,192.349
E 1,890,911.978
8'R
N 498,095.349
E 1,891,028.218
N 498,095.349
E 1,890,847.589
30'
N 498,272.727
E 1,890,671.673
N 498,210.206
E 1,890,667.847
N 498,130.810
E 1,890,670.847
N 498,162.975
E 1,890,962.569
N 498,226.614
E 1,891,068.4787'9'7'95'R31 .5 'R3
1.
5'R29.67'1.5'19'1.5'10.5'10.5'1.5'N 498,325.749
E 1,890,624.245
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
HW-50
HW-54
CI-50
CI-51
CI-52
CI-53
CI-54
CI-55
CI-57
CI-58 CI-59
CI-60
CI-61
CI-62
CI-63
CI-64

HW-55
GI-50
HW-51

CI-71
CI-70
CI-72
CI-74
CI-73
TR-50

CB-18
CI-75
HW-52
CB-50
CP160
REFER TO SHEET
ROADWAY "F"
10+00 11+00 12+00 13+0010+0011+001
2
+0
0 13+00 14+00
15+00 16+002 D
11 D
AND
OF COLUMN LINES
INTERSECTION
AND
OF COLUMN LINES
INTERSECTION
N 498,170.706
E 1,890,895.800
STOP SIGN
ROAD (ASPHALT GOOD COND.)
FORMER
TRANS-
TRANSFORMER
WETLANDS
N
KEY MAP
CS154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
CS151 CS152 CS153
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2 2
2
3
44
4
4
4
4
4
4
4
4
4
4
44
6
7
7
10
15
16
17
18
18
1818
18
18 18
18
18 18
18
18
18
18
18
18 18
18
18 18
1818
18 18
18
19
19
20
20
20
WESTERN AREA
12
36
4 4 4
36'4
13
21
21
18
LAYOUT
CS152A FOR JOINT
REFER TO SHEET
15
4
DOWN
22
23
25
26
26
2524
24
24
23
23
22
22
22
SN24
SN25
SN26
SN29
SN30
10
27
27
4
4
4
4
4
34
31
31
31
31
3131
31
31
3131
31
30
31
32
12
12
12
36
28
35
33
33
RETAINING WALL #4
CS152S.HAGGARDM.MAYERWESTERN AREALAYOUT PLANC. LOWE10
7
99
9
CP190 THRU CP192
REFER TO SHEETS
ROADWAY "G"
DRAWING 3S-113
REFER TO STRUCTURAL
LOADING DOCK
18
32
36
34
28
33
29
35
35
N 498,226.614
E 1,891,068.478
18 TYP
18
18 18
18
18
B1
B2 B4
B6
B5
B3
33 37
37 373737
18
18
1
1 1 10-28-1619
1
1
1
1
1
REFER TO SHEET CS504.
PROVIDE 2' CONCRETE VALLEY GUTTER.
REFER TO DETAIL, 1, SHEET CS564.
PROVIDE REMOVABLE BOLLARD.
REFER TO STRUCTURAL DRAWINGS.
PROVIDE CONCRETE RETAINING WALL.
DETAIL 3, SHEET CS561.
PROVIDE NEW BICYCLE RACK. REFER TO
REFER TO DETAIL 7, SHEET CS511.
PROVIDE NEW BARRIER GATE TIE BACK POST.
TO SHEET CD152.
DOUBLE SWING CONSTRUCTION GATE. REFER
PROVIDE NEW TEMPORARY 6' HIGH - 24' WIDE
CONSTRUCTION FENCING. REFER TO SHEET CD152.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
NOT USED.1
NOT USED.
TO DETAIL 3, SHEET CS501.
PROVIDE CONCRETE TRANSFORMER PAD. REFER
TO DETAIL 8, SHEET CS502.
PROVIDE STAMPED CONCRETE PAVEMENT. REFER
NOT USED.
SCHEDULE ON SHEET CS601.
24"x12" W16-7P ARROW SIGN. REFER TO SIGN
PROVIDE 30"x30" W11-2 PEDESTRIAN SIGN AND
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R1-1 STOP SIGN. REFER
REFER TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 24"x30" R2-1 15 MPH SPEED LIMIT SIGN.
REFER TO SHEET CS523.
PROVIDE DOUBLE YELLOW CENTER STRIPING.
TO DETAIL 3, SHEET CS501.
PROVIDE CONCRETE COOLING TOWER PAD. REFER
REFER TO DETAILS 1 AND 7, SHEET CS511.
PROVIDE NEW BARRIER GATE AND GATE HOLDBACK.
PAVEMENT. REFER TO DETAIL 4, SHEET CS501.
PROVIDE CONNECTION TO EXISTING BITUMINOUS
DETAIL 1, SHEET CS561.
PROVIDE CONCRETE FILLED BOLLARD. REFER TO
NOT USED.
NOT USED.
TO STRUCTURAL DRAWINGS.
PROVIDE NEW LOADING DOCK AND RAMP. REFER
NOT USED.
TO DETAIL 1, SHEET CS562.
PROVIDE NEW DUMPSTER ENCLOSURE. REFER
DETAIL 3, SHEET CS501.
PROVIDE CONCRETE EQUIPMENT PAD. REFER TO
NOT USED.
AND CS507.
PROVIDE CURB RAMP. REFER TO SHEETS CS506
MATCH EXISTING CURB AND GUTTER.
NOT USED.
SHEET CS403 FOR ENLARGED PLAN.
PROVIDE CONCRETE RETAINING WALL. REFER TO
PROVIDE BUILDING 3. REFER TO SHEET 3A-110.
NOT USED.
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
1
1 AMENDMENT 0006
BNYCS153.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS153.dgn10/27/20161:43:49 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

CB
CB
CB WCBCB
CB
CB
C
CB
W
W
W
W
W
W
C
W
W
CB
W
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 6668
8
8
8
8 8
12
9
9
9
77
11
11
88
8
7
74 9
7
6'6'15'R 15'R
N 498,286.613
E 1,891,068.720
N 498,310.140
E 1,891,338.955
N 498,310.139
E 1,891,395.9476'N 498,325.140
E 1,891,355.455
N 498,325.139
E 1,891,379.455
HW-56
W
W
W
CO
_MH
SS
MH
SS
MH
SS
0-9116
BUILDING
0-9117
BUILDING
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.16
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK
SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
FORMER
TRANS-
TRANSFORMER
WETLANDS
N
KEY MAP
CS154
18"C
MP
C
18"CMP
15"CM
PYI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
CS151 CS152 CS153
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
2
3
4
5
1
2
6
WESTERN AREA
2
7
8
9
10
9SN33 11
12
1111
11
12
13
13 13
13
13
131313
13
13
13
13
13
13
13
14
14
CS153S.HAGGARDM.MAYERWESTERN AREALAYOUT PLANC. LOWE2
15
15
16
16
12
1
3
1 1 10-28-1624"x30" R2-1 15 MPH SPEED LIMIT SIGN.
EXISTING 20 MPH SIGN TO BE REPLACED WITH
REFER TO DETAIL 7, SHEET CS511.
PROVIDE NEW BARRIER GATE TIE BACK POST.
CS504.
PROVIDE 2'-0" VALLEY GUTTER. REFER TO SHEET
CONSTRUCTION FENCING. REFER TO SHEET CD153.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
MATCH EXISTING SIDEWALK.
MATCH EXISTING CURB AND GUTTER.
NOT USED.
SCHEDULE ON SHEET CS601.
24"x12" W16-7P ARROW SIGN. REFER TO SIGN
PROVIDE 30"x30" W11-2 PEDESTRIAN SIGN AND
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R1-1 STOP SIGN. REFER
NOT USED.
NOT USED.
NOT USED.
NOT USED.
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
1
1 AMENDMENT 0006
BNYCS154.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS154.dgn5/4/20169:01:29 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WETLANDS
HW-57
GI-51
GI-52
FORMER
TRANS-
TRANSFORMER
WETLANDS
N
KEY MAP
CS154
18"C
MP
C
18"CMP
15
"CMP
YI
TOP-463.24
INV.-461.34
YITOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87YI
EJB
GATE
C
C
0-9116
BUILDING
0-9117
BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
CS151 CS152 CS153
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDEWALK
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
SHEET NOTES
1
1
1
1
CONSTRUCTION FENCING. REFER TO SHEET CD154.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
CS154S.HAGGARDM.MAYERWESTERN AREALAYOUT PLANC. LOWE
BNYCS180.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS180.dgn5/4/20169:01:31 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016C
C
C
C
C
C
C
AND SCRUB
SCATTERED TREES
N 498,966.684
E 1,893,105.155
CI-16
CI-17
CI-18
CI-19
CI-20
HW-10
HW-11
HW-14
HW-16
HW-18
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FI
RE BREAKUN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKI
NG AREAV
EH
IC
LE
BA
R
R
IER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
12" CMP
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"
GENERAL NOTES
N
NORTHERN AREA
CS180S.HAGGARDM.MAYERNORTHERN AREALAYOUT PLANC. LOWEGENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
AREA LAYOUT PLANS.
REFER TO SHEETS CS110 THRU CS115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
ACP OPTION 1
ACP OPTION 2
ACP OPTION 3
SHEET NOTES
1
DETAIL 9, SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. REFER TO
1
CS182CS181
BNYCS181.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS181.dgn5/4/20169:01:33 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201646.5'R
N 498,743.883
E 1,892,741.238
N 498,773.640
E 1,892,952.656
C
C
C 6'6'12'12'
20'R
5'R
5'R
50'R
N 498,745.069
E 1,892,861.907
12'10'R15'R
15'RN 498,576.016
E 1,892,784.349
CI-20
HW-10
HW-11
HW-18 10+0050
+00
51+0018+0019+0020+00CP110 THRU CP112
REFER TO SHEETS
ROADWAY "A"
CP197 THRU CP198
REFER TO SHEETS
ROADWAY "I"
GATE
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKI
NG AREAGATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
N
KEY MAP
CS182CS181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
NORTHERN AREA
5
4
1
1
1
1
6
2
2
2
3
4
5
5
5
5
5
6
73
3
3
7
N 498,751.789
E 1,892,984.470
8
9
8
8
9
9
9
9
9
CS181S.HAGGARDM.MAYERNORTHERN AREALAYOUT PLANC. LOWE1
2
10
10
11
11
11
11
12
13
12
12
13
13
13
SN1
CS523.
PROVIDE 24" WHITE STOP BAR. REFER TO SHEET
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R1-1 STOP SIGN. REFER
SHEET CS504.
PROVIDE CONCRETE 9"x12" CURB. REFER TO
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
9, SJEET CS502.
PROVIDE AGGREGATE SURFACE. REFER TO DETAIL
THROUGHOUT CONSTRUCTION.
GRAVEL PERIMETER ROAD AT ALL TIMES
SECURITY PERSONNEL MUST HAVE ACCESS TO
SECURITY ACCESS. REFER TO SHEET CD181. BASE
PROVIDE 24' WIDE TEMPORARY GATE FOR BASE
PROVIDE WHITE EDGE LINE. REFER TO SHEET CS523.
REFER TO SHEET CS523.
PROVIDE DOUBLE YELLOW CENTER STRIPING.
TO DETAIL 1, SHEET CS510.
PROVIDE HIGH SECURITY CHAINLINK FENCE. REFER
GATE. REFER TO SHEET CD181.
PROVIDE 24' WIDE TEMPORARY CONSTRUCTION
CONSTRUCTION FENCING. REFER TO SHEET CD181.
PROVIDE TEMPORARY 6' HIGH CHAIN LINK
CHAINLINK GATE. REFER TO DETAIL 1, SHEET CS510.
PROVIDE HIGH SECURITY 20' WIDE DOUBLE SWING
REFER TO DETAIL 4, SHEET CS501.
PROVIDE JUNCTURE TO EXISTING PAVEMENT.
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS SHOULDER. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
14
15
14
15
1
BNYCS182.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS182.dgn5/4/20169:01:34 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201614'
N 498,650.831
E 1,893,243.288
N 498,738.315
E 1,893,365.348
N 498,680.011
E 1,893,246.098
N 498,809.393
E 1,893,434.748
C
C
CP195 THRU CP196
REFER TO SHEETS
ROADWAY "H"
CP197 THRU CP198
REFER TO SHEETS
ROADWAY "I"18'8'18'2'18'12'32'12'6'6'6'20'24'20'20'72'85'34'
1
5'R
15'R
1
5'R10'R5'R10'R5'R4'R4'R
N 498,687.960
E 1,893,154.626
N 498,889.478
E 1,893,061.111
N 498,823.066
E 1,893,033.300
N 498,817.874
E 1,893,123.996
N 498,738.434
E 1,893,313.697
N 498,757.311
E 1,893,152.119
N 498,710.550
E 1,893,256.55480'
N 498,631.978
E 1,893,257.241
N 498,773.548
E 1,893,172.889
N 498,742.647
E 1,893,246.681
300'
R
5'R
5'R
25'RN 498,777.393
E 1,893,285.386
N 498,726.028
E 1,893,136.208R80'50'RN 498,610.027
E 1,893,211.283100'RN 498,773.415
E 1,893,209.453
R80'
N 498,625.721
E 1,893,298.071
R50'
5'R
N 498,730.985
E 1,893,107.912
HW-12
HW-13
HW-14
HW-1510+0011+0012+0013+00
14+0052+0053+0054+0055
+00
GATE
GATE MOTORPARKING AREAV
E
H
IC
L
E

B
A
R
R
IE
R
12" CMP
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
LEGEND
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
CONSTRUCTION LIMITS
N
KEY MAP
CS182CS181
C
C
C
C
C
C
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIR
E BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
2
3
NORTHERN AREA
1
1
1 1
1
2
2
5
4
1
1
1
1
1
1
1
4
4
3
3
3
6
6
6 6
6
7
7
7
8
8
8
TYP
TYP
TYP
TYP
1
9
9
CS182S.HAGGARDM.MAYERNORTHERN AREALAYOUT PLANC. LOWE10
10
5
5
11
12
11
11
11
11
11
12
SN12
3
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R1-1 STOP SIGN. REFER
SHEET CS504.
PROVIDE CONCRETE 9"x12" CURB. REFER TO
REFER TO SHEET CS523.
PROVIDE WHITE SKIP LINE STRIPING. ACP OPTION 2
STRIPING. REFER TO SHEET CS523.
PROVIDE DOUBLE YELLOW CENTER ACP OPTION 1
MATCH EXISTING.
DETAIL 2, SHEET CS561.
PROVIDE CONCRETE WHEEL STOP. REFER TO
TO SPECIFICATIONS SECTION 32 17 24.
PROVIDE 4" WHITE PAVEMENT STRIPING. REFER
STRIPING.
PROVIDE 4" WIDE PAINTED YELLOW PAVEMENT
REFER TO SHEET CS523.
PROVIDE SOLID WHITE STRIPING.ACP OPTION 2
REFER TO DETAIL 4, SHEET CS501.
PROVIDE JUNCTURE TO EXISTING PAVEMENT.
DETAIL 9, SHEET CS502.
PROVIDE AGGREGATE PAVEMENT. REFER TO
CS563.
PROVIDE CONCRETE BARRIERS. REFER TO SHEET
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
10
BNYCS401.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCS401.dgn5/4/20169:01:36 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201629'R
4'6'6'51'R
39'R
4'4'13.5'
R
20'R31'R6'
CI-6
GI-7
GI-8
HW-2
CI-9
HW-5
CI-8
CI-10
CI-12
CI-14
GENERAL NOTES
GENERAL CIVIL NOTES.
REFER TO C-001 AND C-002 FOR WORKZONE AND
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA LAYOUT PLANS.
REFER TO SHEETS CS150 THRU CS154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.
N
SHEET NOTES
1
2
3
4
5
10'5'0 10'20'30'
GRAPHIC SCALE: 1"=10'-0"
1
1
1
1
1
2
2
2 2
2
2
3
4
4
4
4
4
4
4
2
2
2
6
7
8
9
10
7
9
8
8
8
8
10
10
1010
10
5
5
5
11
11
11
11
11
LAYOUT AND PROFILE
CP170 AND CP171 FOR
REFER TO SHEETS
ROUNDABOUT
12
13
14
15
16
17
18
19
15
15
15
12
12
12
13
13
13
13
13
14
14
14
16
18 19
18 191819
17
20
SN11
SN9
SN14
SN15 SN17
21
20
20
20
4
4
4
2
2
2
1
2
1
2 N 498,113.417 E 1,892,193.928
N 498,113.424 E 1,892,182.863
CS401S.HAGGARDM.MAYERENLARGED LAYOUT PLANC. LOWE6
6
6
6
6
6
1
1
1
1
1
1
22
22
22
22
22
22
22
22
22
22
22
22
9 9
4
4
21
21
DETAIL 1, SHEET CS502.
PROVIDE CONCRETE PAVEMENT. REFER TO
REFER TO DETAIL 6, SHEET CS501.
PAVESTONE CARRIAGE STONE OR EQUIVALENT PAVERS.
ONYX, BELGARD OLD WORLD PAVER COTSWOLD MIST,
PROVIDE CAMBRIDGE BELGIUM CAST STONE MIDNIGHT
CONTRACTING OFFICER
BE SUBMITTED TO AND APPROVED BY THE
LIGHTED BENCH OR EQUIVALENT. BENCH DESIGN SHALL
OF URBASTYLE LED BENCH 2 OR WAUSAU WS-151
PROVIDE CURVED CONCRETE BENCH IN THE STYLE
REFER TO DETAIL 1, SHEET CS526.
PROVIDE ROUNDABOUT ARROW PAVEMENT MARKING.
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 30"x30" R6-5P ROUNDABOUT SIGN. REFER
TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 36"x36"X36" R1-2 YIELD SIGN. REFER
SCHEDULE ON SHEET CS601.
24"x12" W16-7P ARROW SIGN. REFER TO SIGN
PROVIDE 30"x30" W11-2 PEDESTRIAN SIGN AND
REFER TO SIGN SCHEDULE ON SHEET CS601.
PROVIDE 24"x30" R2-1 15 MPH SPEED LIMIT SIGN.
REFER TO DETAIL 2, SHEET CS526.
PROVIDE 24" WHITE YIELD LINE TRIANGLES.
CS523.
PROVIDE 8" WHITE GORE LINE. REFER TO SHEET
REFER TO SHEET CS523
PROVIDE 6" YELLOW LINE AROUND CENTER.
ENTRANCE LINE. REFER TO SHEET CS523.
PROVIDE 8" WHITE WIDE 3'-3'/SP MINI SKIPS
REFER TO SHEET CS504.
PROVIDE CONCRETE 9"x12" CURB AND GUTTER.
REFER TO DETAIL 8, SHEET CS502.
PROVIDE STAMPED CONCRETE PAVEMENT.
AND CS507.
PROVIDE CURB RAMP. REFER TO SHEETS CS506
CS504.
PROVIDE 8"x12" NCDOT CURB. REFER TO SHEET
TO SHEET CS525.
PROVIDE NEW HIGH VISIBILITY CROSSWALK. REFER
REFER TO SHEET CS504.
PROVIDE CONCRETE 1'-6" CURB AND GUTTER.
DETAIL 10, SHEET CS502.
PROVIDE 2'-0" CURB AND GUTTER. REFER TO
CONTRACTING OFFICER.
BE SUBMITTED TO AND APPROVED BY THE
BENCH OR EQUIVALENT. BENCH DESIGN SHALL
LED BENCH 2 OR WAUSAU WS-151 LIGHTED
PROVIDE CONCRETE BENCH. URBASTYLE
CS561.
PROVIDE FLAG POLE. REFER TO DETAIL 4, SHEET
DETAIL 1, SHEET CS503.
PROVIDE CONCRETE SIDEWALK. REFER TO
DETAIL 1, SHEET CS501.
PROVIDE BITUMINOUS PAVEMENT. REFER TO
23
23
23
23
BNYCG101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG101.dgn3/5/201811:37:38 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
461 459 458 457 456 454 453 452 451 449 448 447 446 444 443 443 444 444 443 442 441 439 439 441 442 443 444
449
448447446
459
458
457
456
454
453
452
451
469
468
467
466
464
463
462
461
471
474
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451454454
449
448
447
464
463
459
458
457
456
451
469
10pi
4DW
6CD
8CD
6CD
8
8
10
10
10
10
10
10
12
12
12
12
12
12
10
10 10
12
12
12
6
8
10
12
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
12
12
8
416
416
417
417
418
418
419
419
42
1721
422
422
722
423423
42
3
723
424
424
425
425
426426426
426
427
427
427
427
427
427
427
428428428
428
429
429
429429
429
429
429
429
430
431
431
431
4
31431
43
1
432
432
432
43243243
2
432433
433
433
433
433
433
433433
433434
434
4 3 4
434
434
434
434
434434
434434435
436
436 43
6436
436
436
436436436
437 437 437
437437
437
437 437
437
437
437
437437437
438438
438
438438 438
438
438
438
438
438
438
438
438 438438
439
439
439
439
439
439
439
439
439
439440
440
440
4404
40440
440
441441441 441
441441
441
441441441
441
441
441 44
1441
441
4
4
1
441
442
442
442 442
442
442
442442442 442
442
442 442
442
442
442
442
4434434434434434434434434
4
3443
443
443 443
443
443 443443
444 444444444
444
4
44
444
444
444 444444
44
4
444
445445
445
445
445 445445 445
445
445
445
445
445
446
446446446
4
4
6
446
446
446 446446
44
6446
447447447
447
447
44744744
7447
4
47447 447
447447447 447448 448448448448
448
448448448448
448448
448
448
448
448448
12
449449449449449
449
449449 449
449
449
449
449
449449
450
450
450450450
450 450450
450450 450450
450
450
450450450450451451451451
451451
4
51
451
4
5
1
451 45
1
451
452 452452452
452
452
452
45
2
452 452
452
4
5
2
452
452
452
4DW
10
10
10
453453
453
453
453
4
5
3
453 45
3453
4
5
3
453
453453
10
454
454
454
4544
5
4
454
454
454
4
5
4
454
454
454
C
1210
10
10
455
455455455
455455
455
455455
455
455
455
455
455
455
10
12 8
456
456
456
456
45
64
5
6 456456
456
4
56456 456
456
10
10 12
457
457 457
457457457457457457
457 457
457
457
4
57
4
5
7 457457
457
457
457
4
57
457
457
6
18"CMP
458
458458
458
458458458458458
458
458
458
458
458
458 45845 8
458 458458
4
5
8
458
458
GATE
INV.-457.32
HW
18"C
MP
18"C
MP
C
10
459
459459459
459459459
459
459 459459459
459
459 459
459
459
4BO
4BO
12
8
460
460460
460
460 460460
460
460460
460460460
460
460460
460460460 460
460
460
460
12
6CH
18"CMP
4BO
461
461
461
4
61461
461
461
461 461461
461
461 461461461
461
461
461461
461
46115"CM
P
12
462
462
462
462
462462
462
462
462
462 4624
62
462
462
462462
462 462462462
462
YITOP-463.24INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67TOP-462.87
YI
HW
INV.-458.69
8
10
12
463 463
4
63463463
463
463
4
6346
3463 463
463
4634
6
3
463
463
463
463
463 463463
463
463
463
463 463463
463463
463
463
10
C
EJB
464464464464464
464 46
44
6
4
464464
464464
464 464464
464
464
464
464
464464464
464
464
464464 464464
464
464
464
464
C
GATE
C
8
465
465
465 465465465465
465
465
465
465
465 4654
6
5
46 5
465
465
4
6
5
465
465
465
465
465
46
54658' CHAIN LINK FENCE10
8
466
466
466
466
466
466466
466
4 6 6466466
466
46
64
6
6
466 466466
466
466
466
466 466466
466
466
466
466
466
466
466
464
466
12' CHAIN LINK FENCE
10
10
467
467467
467
467467
467467 467
467467 467
467
467
467 467467467
467
467
467
467
467
463
467
46712
468 468
468468
468468468
468
468
468
468
468
4
6
8 468468468
468
468
468
468
468
468
468C
469
469
469 469469
469469
469
469
469 469469469
469 469
469
469
469
469
469469
469
469
10
EM
TRANSFORMER
470470
470
470
470
470 470470
470470470
4
7
0
470
470
470
12
12
6
471
471
471471471
471
471471
471
471
471 471471471
471471
471
471
471
471
471 47147
110
6BO
8
472
472
472
472
472
472 472472472
4 7 2
472
4
72
472
472
10
8
8
10
10
10
12
6
12
10 473473
473
473473
473 473473473
473473
473
473
6
8
10
8
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
8
10
10
8
8
10
6BO
8
10
12
C 474474
474
4
74474 474474474
474
474474474
474
6
12
12
10 10
8
475
BIO-RETENTION BASIN
475475475
475
475
475 47547 5
475
475 47510 8
8
10
C
10
6BO
8
C
6BO
476
476
476
476
476
476
4
7
6476
476
476
476476
8
C
8
8
C
6
6
8
8
8
C
8
10
8
6BO
8
477
477
477
477
477
477477
477477477
10
8
8
8
6
12
8
8
6
10
10
8
478
478
478
478 478
478
478
4
7
8478
478
4
7
8
478
478
478
8
6BO
12
8
6
8
8
8
10
10
10
479479 479
479
479
4794
7
9
479
4
7
9
47
9
479
4
7
9 47910
480 48048010
8
10
C
10
481
481 481481
4
8
1
481481481
481 481481
8
88
8
8
8
8
8
10
10
482
482
482482
482482 482482482482 482
482
482
482
6
8
8
483
483
483
483
483
483
483
10 484
484
484
484484 484
484
10
10
10
12
C
8
486
486
486
486 486
486 486486
486
8
C
8
487
487
487
487
487
487
488
8
14"
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
410 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
BUILDING 2
BUILDING 1
BUILDING 3
GEN
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GEN
GATE
0-9116
BUILDING
0-9117
BUILDING
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRERIP RAP
RIP RAP
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
SIDEWALK
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
TANK
STEPS
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
GATE
SWING
WALL
BOLLARD(S)
FFE=450.26
ROOF OVERHANG
BLD. FROM TANKS
MULTIPLE PIPES INTO
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
SIDEWALK
3' HAND-RAIL
CONC. PAD
CONC. PAD
12" CMP
N
WESTERN AREA EASTERN AREA
CG101S.HAGGARDM.MAYEROVERALLGRADE AND DRAIN PLANC. LOWENORTHERN AREA
120'60'0 120'240'360'
GRAPHIC SCALE: 1"=120'-0"
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
THE LIMITS OF THE AREA SHOWN TO SCALE ON THE SURVEY DRAWINGS.
REMAIN AFTER CONSTRUCTION TO THE CONTRACTING OFFICER ALONG WITH
STOCKPILE AREA AND PROVIDE QUANTITY OF FINAL AMOUNT OF SOIL TO
CONTRACTOR SHALL KEEP A LOG OF HOW MUCH SOIL IS PLACED IN THE
EROSION AND SEDIMENT CONTROL NOTES ON CG801 AND CG802. THE
PROVIDE TEMPORARY SEEDING TO STOCKPILE AREA IN ACCORDANCE TO THE
DOUBLE ROW SILT FENCING ON DOWNSLOPE SIDE OF STOCKPILE AND SHALL
STOCKPILE AREA WITH CONTRACTING OFFICER. CONTRACTOR SHALL PROVIDE
CONSTRUCTION. CONTRACTOR SHALL COORDINATE USING EXCESS SOIL
EXCESS SOIL STOCKPILE AREA. GOVERNMENT TO CLEAR AREA PRIOR TO
EXCESS SOIL STOCKPILE AREA
FOR STORM DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603
LANDSCAPE PLANS.
REFER TO LP SERIES DRAWINGS FOR
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG180 THRU CG182 FOR NORTHERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG150 THRU CG154 FOR WESTERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG110 THRU CG115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND 1 10-28-161
1 AMENDMENT 0006CG150 CG110
CG180
BY OTHERS
INDOOR RANGE
STOCKPILE
EXCESS SOIL
BNYCG110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG110.dgn3/5/201811:37:42 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
20421721
42
27
22
423
42
3
723
424
425
425
425
425
4
2
5
426
4
2
6
427
427
427
427
427
428
428
429
4
2
9
429429
429
4
2
9
429
430430430
430 43
0
431
431
4
31
431432
432
432
432433
433
433
433434
4 3 4
434434
434435
435
435
436
436436 436
437 437 437
437437
437
437437 4
37
438438
438
438438 438
438
438
438
438 438439
439
439
439
439
440
440
440440440
4
4
0
440
440
440
440 4
40
441 441
441441
441
441
4
4
1
442
442
442 442
442
442
442
442
442
442 442443443443443443
443
443
443 443444 444
444
4
4
4
444 4444
4
4
445445445445
445
445
445
445
445
4
4
5
445445
4
4
54454
4
5
445445446
4
4
6446 446447447447
447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
450
450
450
450 450
450
450
450450
450
450 4504504504504
5
0
450
450451451451
451 45
1
452 4524524
5
2
452452452
452453 453
4534
5
3453453
453
454454
4
5
4
454
454 454
C
455
455455
455455
455
455
455
455
455
4
5
5
455
455455455 455455455
455
455456
456
4564
5
6
456
456457
457 457
4574574574
57457457
457 457
4
5
7
4
5
7
457
457
457
458
458458
458
458458458458458
458
458
458
4
5
8
458
458
459
459459459
459
459
459
459
459
460
460
460
460 460460
460
460460
460460
460460 4
60
460
460
460
4
6
0460460
460
460
4
60460 460
460
460461
461
461461 461
462
462462 462
463
463
463
C
464
464
4
64
465
465
465
465
465
465
4
6
5
465
465
465
465
4
6
5
465
465
466
466
466
466
467
467
4
67
467
468
468
4
6
8
468
469
469
4
6
9
469
470
470
470
4
7
0
470 470470
4
70
470
4
7
0
470
470
4
7
0
4
7
0
4
7
0
470
471
471
471 4714714
7
2
472
472
472
473
473
C
474474 474
475
475
475
475 4754 7 5
475
BIO-RETENTION BASIN
475475475
475
475
4
7
5 475
475
475
475
475
475
476476 4
7
6
476
477
477
477
477
478
478
478478 4
7
8
478
479479 479479
480 480480480
480
480480
4
8
0
4
8
0
4
8
0
480
480
480
480
480481481 481
4824
8548
5
485
485
485
485485485 485
485
4
90490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
BUILDING 2
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GI-1
SS CO
GI-2
GI-3
GI-4 GI-5 GI-6
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10 CB-15
CB-16
CI-4
GI-7
GI-8
CB-14
HW-3
HW-2
SD
S
DSDSDSDSDSDSDSDSD
SD
CI-9
CI-7
CB-17
HW-1
CB-1SD15"SD
15"SD18"1
8"24"24"24"SD24"CB-9
CB-11
CB-12
CB-13
15"18"
SD
15"
18"
SD15"CI-3CI-11
18"S
DSD
S
DSD24"
1
8"
24"
SD
18"
HW-5
HW-6
18"CI-8
CI-10
CB-8
SD
24"SDSDSDSD
SD
SD15"24"24"24"24
"24"SDGI-9
RD CO
RD CO
RD
RD CO
CO
RD RDRDSD
RDRDRDRDSDRDRDRD CO
RD
RDRDRDRD CO
RD RDRDHW-7
SDMH-3
HW-8
SDMH-4
HW-9
GI-10
SDSD SDSDSD
18"18"15"15"SD
SD
SD
SD
SD
SD
18"
18"
18"
15"
15"
15"
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CI-18
CI-19
CI-20
SD24"SDMH-9
CO
RD
CO
RD
CO
RD
SDMH-8
CO
RD
RD CO
SDMH-7
SDMH-11
SDMH-10
MH-6
SD
SDRD
S
D
SD
15"
CB-19
15"
18"
SD
24"18"15"
24"SD24"HW-16
6"10"6"6"6"6"6"10"6"6"6"6"6"6"6"10"12"SD15"15"6"RD6"
6"6"6"6"12"10"6"6"6"10"6"6"12"6"6"6"6"12"6"FD15"FD15"FD
FD
15"
15"FDFDFD
FDFD15"8"8"8"8"
HW-17
SD SD15"15"6"10"SDMH-12
S
D24"
SD SD SD SDSDSDSDSDSD SD SD
8"8"8"
8"8"8"8"8"8"24"SDSD8"8"
EXCB-1
SDMH
SS
MH
SS
MH
SS
MH
SS
MH-1
FD
MH-2
FD
MH-3
FD SD18"SDMH-2
8" PERF.
MH
SS
MH
SS
MH
SS
CB-21
CB-20
CO
CO
CO CO CO
CO
CO
CO8"8"8"8"8"8"8"
8"
CO
CO CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CONCRETE PAD
DS
DS
DS
DSRD
RDRDHW-1
DS
DS
DS
DS
HW-2
SD
SD
8" PERF
DS
DS
DS DS
GI-1
SD1
5"12"RD12"
CO
RD12"15"SDSDCB-3
DYH
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
TIRE COMPOUND
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
WALL
BOLLARD(S)
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CG110S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWEGENERAL NOTES
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG180 THRU CG182 FOR NORTHERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG150 THRU CG154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
6.
5.
4.
3.
2.

1.1 10-28-161 AMENDMENT 0006CG112
CG115
CG113
CG114
CG111
BY OTHERS
INDOOR RANGE
BNYCG111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG111.dgn3/5/201811:37:44 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

470
4
70 474475
475
475476 4
7
7
478
478478479480 4
804
8
0
4
8
04814
8
2482
483483
484484
485485
485
4854854
8
6
486
486
486
486 486C
4
8
7
487
487
487
487
487
488
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
SHED
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
INFO SIGN
RANGE
N
KEY MAP
T
CG115CG114
CG113CG112
CG111
C
C
C
C
C
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD OPTION: COVERED
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSERANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG111S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWEGL1
SHEET NOTES
1
DETAIL 1, SHEET CG808.
PROVIDE GRASS LINED CHANNEL. REFER TO
1
BNYCG112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG112.dgn3/5/201811:37:45 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

442
442
442 443443443443443
443.59
443.59
443.59
443.59443.59
443.59
443.59
443.59
443.59
443.59
443.59
443.59
443.59
444 444
444445445445445
4454454
4
5
446446447447447447448448449449450
450
450 450
450
450450450451451451
CB
452452452 453453453
454454
454
C
455455
455455
455
4
5
5
455
4554554554564
5
6
CB
456.50
CB
457
457 457
457457457457
457
4
5
7
4
57
457
CB
457.45
458
458458458458 458
458
458
4
5
8
458
458.92
458.92458.92
458.92
458.92 459459
459
459
4
5
9
459
460
460
460
460 460460
460
460460
460
4
6
0460460
460
4
6
0
460.56460.69
461
4
6
1
461
461.20
461.29
461.31
462
462
463
463
464
464
465
465
465
465
465
465
4
6
5
466
4
6
6
467
4
6
7
468
4
6
8
4
6
94
6
9
470
470
470
4
7
0
4
7
0
4
7
1 471471472
475
475
4
7
5 475
475
480
480 480BUILDING 2
BUILDING 1
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
SS CO
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10 CB-15
CB-14
S
DSDSDSDSDSDSD CB-1SD15"SD
15"SD18"1
8"24"24"24"SD24"CB-9
CB-11
CB-12
CB-13
15"18"
SD
15"
18"
SD
15"CI-3CI-11
CB-8
SD
24"
RD CO
RD CO
RD
RD CO
CO
RD RDRDSD
RDRDRDRD SD RDRDRD CO
RD
RDRDRDRD CO
RD RDRDCO
RD
CO
RD
CO
RD
SDMH-8
CO
RD
RD CO
SDMH-7
SDMH-11
YDHMH-6
SD
SDRD
S
D
15"
18"
SD
24"18"6"10"6"6"6"6"6"10"6"6"6"6"6"6"6"10"12"SD15"15"6"RD6"
6"6"6"6"12"10"6"6"6"10"6"6"12"6"6"6"6"12"6"
FD
15"FDFDFD
FD15"8"8"8"8"
SD SD15"15"6"10"SDMH-12
EXCB-1
SDMH
SS
MH
SS
MH-1
FD
MH-2
FD
10+00
11+00
12+00
13+00
14
+00PC 13+42.15PT 14+47.90PI 14+00.58PT 15+55.53CP120 THRU CP123
REFER TO SHEETS
ROADWAY "B"
PC 50+07.45
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
"DO NOT ENTER" SIGN
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
N
KEY MAP
T
CG115CG114
CG113CG112
CG111
C
C
C
C
C
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG112S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWESHEET NOTES
1
STRUCTURAL DRAWINGS FOR CONTINUATION.
PROVIDE FOUNDATION DRAIN. REFER TO
1
1
1
1
1
UNDER CUTTING
FOR AREA REQUIRING
REFER TO SHEET B-102
8" BELOW FINISH FLOOR
AT ALL BUILDINGS SHALL BE
FINISH GRADE IN TURF AREAS
1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/16
BNYCG113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG113.dgn3/21/20184:20:17 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

443 443444
4
4
4
445
445
445 445445446 446447 447448
4
4
8
4
4
9
450
450
450
450450
4
5
0
450
4504514514524524
5
2
452453 4
5
3
453453
454
454 455455
4
5
5
455
455
455
455
455456
456
456457
457457
457
4
5
8
458
458
458
458
459
459
459
460
460460
460460 4
6
0
460
460
460
460
460461
462463
C
4
6
4 465465
4
6
5
465
465
465
466
466
467
467
468
468
469
469
4
7
0
470
470
470
470
471
472
472
473
474
475
475 4754754
7
6
CI-4
GI-7
GI-8
HW-3
HW-2
SD
CI-9
CB-17
18"S
DSD
S
DSD2
4"
1
8
"
24"
SD
18"
HW-5
HW-6
18"CI-8
CI-10
SDSDSDSD
18"18"15"15"SD
SD
SD
18"
18"
18"
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
SDMH-10
SD
15"
CB-19
15"
HW-16
S
D24"SD18"SDMH-2
CB-21
CB-20
1
5
+
0
0
16+0017+00CP110 THRU CP112
REFER TO SHEETS
ROADWAY "A"80+0081+0082+0083+00
CP120 THRU CP123
REFER TO SHEETS
ROADWAY "B"
CP130 THRU CP131
REFER TO SHEETS
ROADWAY "C"
10+00
11+00
12+00
13+00
14+00HW-2
SD
8" PERF
GI-1
SD15"DYH
INV.IN=461.31
24" CMP
INV.OUT=459.17
24" CMP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE FI
RE BREAKFIRE BREAK
HEADWALL
N
KEY MAP
T
CG115CG114
CG113CG112
CG111
C
C
C
C
C
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
EASTERN AREA
CG113S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWE2
3
4
5
2
2
4
3
3
GL25 1 10-28-161 AMENDMENT 00062STORM DRAINAGE PERMIT REVISION03/21/182
2
DETAIL 1, SHEET CG808.
PROVIDE GRASS LINED CHANNEL. REFER TO
MANHOLE. REFER TO DETAIL 1, SHEET CG509.
CONNECT EXISTING 24" CMP PIPE TO NEW STORM
DETAIL 1, SHEET CG805.
PROVIDE OUTLET STABILIZATION. REFER TO
AREA. REFER TO DETAIL 2, SHEET CG805.
PROVIDE PRETREATMENT FORBAY IN BIORETENTION
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
BNYCG114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG114.dgn3/21/20184:20:44 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
2
04217
2
1
4
2
27
22423
423723
424
4
2
5
425
4
2
5
425
4
2
5
426
4
2
6
427
4
2
7
BIO-RETENTION
427
427
4
2
7
428
428
4
2
9
4
2
9
429429
429
4
2
9
430
4
3
0
430 430431
431 431432
432 432433
433 433434
4 3 4
434434435
4
3
5
435
436
436
437 437 437
437437
437
437
438438
438
438438 438
438
438
438
438
439
439
439
439
440
440
440440440
4
4
0
440
440
440
441 441
441441
441
442
442 442
442
442
442
443
4
4
4
445
445445
4
4
5445 4
4
6 447448449450 4504504514524
5
3
4
5
4 455455
4
5
6
4
5
7
4
5
8
AND SCRUB
SCATTERED TREES
GEN
GI-1 GI-2
GI-3
GI-4 GI-5 GI-6
CB-16
SDSDSD
CI-7
HW-1SDSDSD SD
SD
SD15"24"24"24"24"24"SDGI-9
HW-7
SDMH-3
HW-8
SDMH-4
HW-9
GI-10 SD24"SDMH-9
24"SD24"FD15"FD15"FD
FD
15"FD8"HW-17
SD SD SDSDSDSDSD SD
24"SD8"MH-3
FD
CO
CO
CO CO CO
CO
CO
CO8"8"8"8"8"8"8"
8"
15"15"15"
15"15"15"15"
ROADWAY "C"
REFER TO SHEETS
CP130 THRU CP131
10+00 11+00 12+00
13+00
14+00
1 5 +0 051+00 52+00 53+00
54+00
BIO-RETENTION
BIO-RETENTIONBIO-RETENTION
BIO-RETENTION BIO-RETENTIONTECJ
TYP
CJTE
TETE
TETETETECJCJCJ
GRAVEL ROAD
GRAVEL ROAD
RIP RAP
N
KEY MAP
T
CG115CG114
CG113CG112
CG111
C
C
C
C
C
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
1
1
11 1
1
EASTERN AREA
CG114S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWE2
3
2 23
3
4
ROADWAY "D"
REFER TO SHEETS
CP140 THRU CP141
5
5
3
3 1STORM DRAINAGE PERMIT REVISION03/21/181
4 4
4
4
4
4
PROTECTION.
PROVIDE RIP-RAP EMERGENCY SPILLWAY
ALLOWED.
SURFACE OF THE BED. NO FLEXIBLE PIPE IS
THAT EXTEND AT LEAST 2 FEET ABOVE THE
CLEAN-OUT FITTINGS WITH SCREW TYPE CAPS
CLEANOUTS SHALL BE PVC PIPES WITH GLUED
PROVIDE CLEANOUT ON 8" PERFORATED PIPING.
DETAIL 1, SHEET CG805.
PROVIDE OUTLET STABILIZATION. REFER TO
AREA. REFER TO DETAIL 2, SHEET CG805.
PROVIDE PRETREATMENT FOREBAY IN BIORETENTION
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
BNYCG115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG115.dgn3/5/201811:37:50 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016436
4
3
7 438439
440 4
4
0
441 4
4
1
442 442443
445SD GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
N
KEY MAP
T
CG115CG114
CG113CG112
CG111
C
C
C
C
C
INDOOR RANGE
F.F.E. 483.00'
CONCRETE PAD
10'-8"x30'-0"
CONCRETE PAD
OPTION: COVERED
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG115S.HAGGARDM.MAYEREASTERN AREAGRADE AND DRAIN PLANC. LOWE
BNYCG150.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG150.dgn3/5/201811:37:51 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10 10
12
12
12
6
8
10
8
8
8
10
4
1
7
4
18
419
4
2
04224234244254
2
5
426426
427
427
428428
429429
430
4
3
0
4314
3
1
432
43243
2
433
43
3
433433433434
434434434434434435435435436436 436
436436437437
437
437437438
438
438
438
438
439
439
439
439440440
440
440
440441441441
441
441 441441
441
441
442 4
4
2
442
442
442
443443443 443
443
443
443
444
444
444
444
444
445445
445
445
445
445445445
445
445
446
446
446446
446
447447 447
447447
448 448448448448
448
448
448449449
4
4
9
449
4
49
449
450450450450450 450450450450
465
460
450
455
465
460
4
5
0
450
450
450450
450
450
450
450450
450
451
451 451451
451
45
2
452 452452
452
453 453453
453
454 45
4454
454
4554554 5 5
455
455
455
4
55
455
455 455455455
455
456
45
6456
4
5
6
457
4
5
7
4
5
7
458 4584584
5
8
18"
C
MP
18"C
MP
C
10
459
459
459
4
5
9
8 460460
460
460460460460460
460
460460
460460
460
460
460
460
46
0460
18"CMP
4BO
461
461
461
461
461
461
46115"CM
P12
462
462
462462462
462
462
462462
462
462462462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
463 4
6
3
463463
463
463
463463463
463
463
463463 463463463
463
463
10
EJB 464464464464464
464464464464464
464
464
4644
6
4 464464
464
464
464
C
GATE
C
8
4 6 5
465 465465 465465
465 4654
6
5
4 6 5
465
465
4
6
5
465
465
465
465
4654
6
5465 465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
10
8
466
466
466
466466
466
4 66
466466
466
46
6
466466
466
466
466
466
466
466
466
12' CHAIN LINK FENCE
10
467
467467
467467 467
467
467
467467
467
467
467468468
468
468468468
468
468
468
468
468
468
468
468C
4
6
9
469469
469
469 469
469
469
4
69
469469
469
469
EM
470
470
470
470
470
470
47047
0470
470470470
4
7
0
470
12
6
471
471
471
471
471
471
471
8
4
7
2
472
10
8
8
10
6
12
10
473
4
7
3
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
8
8
10
8
10 474
4
7
46
12
12
10 10 47510
8
8
10
10
8
476
4764768
8
8
C
6
6
8
8
8
10
8
8 47747710
8
8
8
6
12
8
8
6
10
10
8
4
7
8
478
478
8
12
8
6
8
8
8
10
10
10
4
7910
10
8
10
10
8
8
8
8
8
8
8
10
10
6
8
8
10
10
10
10
8
8
8
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
CP160
REFER TO SHEET
ROADWAY "F"
10+00 11+00 12+00 13+0010+0011+001
2
+
00 13+00 14+00
15+00 16+00SDFWFWFWFW FWFW
FWFW
12"12"12"12"12"
SDFWFWFW
FWFW FW FWFWFWFWFW8"8"8"8"8"SD
SD
SD
SDSD SDSDSD
SDSDSDHW-50
HW-57
HW-54
CI-50
CI-51
CI-52
CI-53
CI-54
CI-55
CI-57
CI-58 CI-59
CI-60
CI-61
CI-62
CI-63
CI-64
24"18"18"18"
18"24"SDSD15"24"24"24"
18"18"18"24"SDMH-50

SD
SDS
D
SD
RDRDRDSDRD
S
DRD
HW-55
GI-50
HW-56
GI-51
GI-52
HW-51
RD
SD

SD
S
DSD

CI-71
S
D
SD
24"
CI-70 24"RDRD24"
24"24"CI-72
CI-74
SDMH-51
SDMH-52
CI-73
SD
TR-5015"
CB-18
18"SDMH-53
RDRDRDRDSDCI-75
6"10"6"6"6"SD
F
D
F
D
8"
SDMH-54RDRDRD6"12"
6"10"15"6"6"10"6"6"6"12"
10"
10"
10"6"6"12"1
5"
10"6"
6"
6"6"6"6"RD 18"15"15"15"SDSD 24"15"
OW-50
HW-52
MH-55
SD
8"
24"
RDRD
RD
10"10"
6"6"10"6"
6"
SDMH-56
SDSD
15"15"CB-508"8"8"12"8"COCOCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO CO
COCO
COCO
GATE
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
CG150S.HAGGARDM.MAYERWESTERN AREAGRADE AND DRAIN PLANC. LOWEGENERAL NOTES
6.
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG180 THRU CG182 FOR NORTHERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG110 THRU CG115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND 1 10-28-161 AMENDMENT 0006CG151 CG152 CG153
CG154
BNYCG151.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG151.dgn3/5/201811:37:53 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016FORMER
TRANS-
AREA
STAGING
CONTRACTOR
466
466
466
464
463
462
461
464
463
10
10
10
10
12
12
10
10
10
12
12
12
6
8
8
8
8
10
465
460
465
452.08 455458.63
18"
C
MP
460460.02
460.17
18"CMP
460.32
461
46115"C
M
P461.70
462
462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
462.39
463
463
463
463
463.09
10
EJB464 464
464
464
464
464.06
8
465
4 6 5
465
465465
4
6
5
465
10
465.33
465.55
8
465.92
466
466466466
466
466466466
466
466
12' CHAIN LINK FENCE
10
466.90
467467 467
467
467
467
467467.02
467.32
467.37
468
468468468
468
468
468
468468.09
468.28
468.68
468.84
468.88
469
469
469469469
469
469
469.01
469.08
469.10
469.21
469.39
469.64
469.98
470
470
470470.03
12
6
E
10
8
10
12
10
8
8
WELLHEAD
& PUMP
12
10
10
8
8
8
10
6
12
10
8
8
10
10
8
8
8
8
6
6
8
8
8
10
8
10
8
8
8
6
12
8
8
10
10
8
8
8
6
8
10
10
10
10
8
10
10
8
8
8
8
8
8
8
10
6
8
8
10
10
10
10
8
8
8
W
4"
GATE
LTP
LTP
LTP
LTP
CONN. N/A
EL.=471.67
ELECT. BOX
ROAD (ASPHALT GOOD COND.)
N
KEY MAP
FORMERTRANS-
TRANSFORMER
WETLANDS
CG151 CG152 CG153
CG154
18"CMP
C
18"CMP
15"CMPYITOP-463.24INV.-461.34
YITOP-463.20INV.-460.00
INV.-459.67TOP-462.87YI
EJB
GATE
C
C
447
0-9116BUILDING
0-9117
BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
CG151S.HAGGARDM.MAYERWESTERN AREAGRADE AND DRAIN PLANC. LOWE
BNYCG152.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG152.dgn3/21/20184:21:23 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

434435 435436 436437 437438
438
439
440
440
440
BIO-RETENTION
441
441
441
442
442
443
443
444
444
445
445
445
445
445446
446
447447
448
448
448 448.59
448.59 448.59
448.59
448.59
448.59
449449 450450 450450450450450
450
450
452.00
452.00
4
5
1
451
451
4
5
2
452
452
TC 452.52
453
453
453.24
453.24
453.24
453.36
453.34453.42
453.42
454
4
5
4
4554554 5 5
4
55
455
455
4
5
5
455
455
456
4
5
6
457
4
5
7
458 458
459 459460460
460460460460460
460
460
460461
461
462
462
462 462462
462.62 463463
463
463
463
463 463
463.92 463.92
463.92
463.92
463.92
463.92
463.92
463.92
463.92
463.92464464464
464
464
464
C
4 6 5
465 465465 465465
465
465
4
6
5
465
466
466
466
467
467
467
468
468
C
469
469
469
470
470
470
471
471
471
6
8
10
6
AND SCRUB
SCATTERED TREES
8
8 9
7
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GENSD
SD
SS CO
SD
SD
SD
SDSD SDSDSD
SDSDSDHW-50
HW-54
CI-50
CI-51
CI-52
CI-53
CI-54
CI-55
CI-57
CI-58 CI-59
CI-60
CI-61
CI-62
CI-63
CI-64
24"18"18"18"
18"24"SDSD15"24"24"24"
18"18"18"24"SDMH-50

SD
SDRD CO
RD CO
RDRDRD
SDRD CORD CO
RD
S
DRD
HW-55
GI-50
HW-51
RD
SD

SD
S
DSD

CI-71
S
D
SD
24"
CI-70 24"RDRD24"
24"24"CI-72
CI-74
SDMH-51
SDMH-52
CI-73
SD
TR-5015"
CB-18
18"SDMH-53
RDRDRD
RDSDCI-75
6"10"6"6"6"SD
FD CO
F
D
F
D
8"
SDMH-54RD
RD RD6"12"
6"10"15"6"6"10"6"6"6"12"
10"
10"
10"6"6"12"1
5
"
10"6
"
6"
6
"6"6"6"CO
SS
RD 18"15"15"15"SDSD 24"15"OW-50
HW-52
MH
SS
MH
SS
MH
SS
MH
SS
MH-55
SD
CO
CO RDRD
RD
10"10"
6"6"10"6"
6"
SDMH-56
SDSD
15"15"CB-50
CP160
REFER TO SHEET
ROADWAY "F"
10+00 11+00 12+00 13+0010+0011+001
2
+0
0 13+00 14+00
15+00 16+00STOP SIGN
HEADWALL
INV.OUT=464.94
12" CMP ROAD (ASPHALT GOOD COND.)
N
KEY MAP
FORMERTRANS-
TRANSFORMER
WETLANDS
CG151 CG152 CG153
CG154
18"CMP
C
18"CMP
15"CMP
YITOP-463.24INV.-461.34
YITOP-463.20INV.-460.00
INV.-459.67TOP-462.87YI
EJB
GATE
C
C
447
0-9116
BUILDING
0-9117BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
PARKING SIGNS"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PADTANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
WESTERN AREA
CG152S.HAGGARDM.MAYERWESTERN AREAGRADE AND DRAIN PLANC. LOWE2
3
3
2
4
4
5
6
5
6
7
7
8
1
8 8
8
10 5
9
DRAWING 3S-113
REFER TO STRUCTURAL
LOADING DOCK
UNDER CUTTING
FOR AREA REQUIRING
REFER TO SHEET B-101
2
11
9
10
11
GENERAL NOTES
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
WITH FORT BRAGG DPW ON REMOVAL PROCEDURE.
IS ENCOUNTERED DURING CONSTRUCTION AND TO CONSULT
IMMEDIATELY CONTACT THE CONTRACTING OFFICER IF A UST
TO BE FOUND DURING CONSTRUCTION. HOWEVER,
NO UNDERGROUND STORAGE TANKS (UST) ARE ANTICIPATED
ALL PIPES LESS THAN 12" IN DIAMETER TO BE PVC.
LINEAL FOOT OF PIPE. (CONTECH A-2000 OR EQUIVALENT).
PIPES TO HAVE MINIMUM 1.9 SQUARE INCHES OPEN AREA PER
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL PERFORATED
5.
4.
3.
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
2.

1.3
1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/1610-28-162AMENDMENT 00062
3STORM DRAINAGE PERMIT REVISION03/21/183
4 403/21/18REVISED IN ACCORDANCE W ITH RFI-0040 DISCHARGE FLOOR DRAIN AT TOP OF SLAB.
DRAIN CONNECTION.
REFER TO STRUCTURAL DRAWINGS FOR TRENCH
FLOOR DRAIN INSTALLATION.
COVER. REFER TO PLUMBING SPECIFICATIONS FOR
PROVIDE 6” FLOOR DRAIN WITH TRAFFIC RATED
MATCH EXISTING ELEVATION.
DETAIL 1, SHEET CG510.
PROVIDE OIL/WATER SEPARATOR. REFER TO
REFER TO DETAIL 2,CG507.
PROVIDE CONCRETE FOUNDATION DRAIN HEADWALL.
STRUCTURAL DRAWINGS FOR CONTINUATION.
PROVIDE 8" FOUNDATION DRAIN. REFER TO
SHEET CG511.
PROVIDE NEW DRIVEWAY DROP INLET. REFER TO
DETAIL 1, SHEET CG805.
PROVIDE OUTLET STABILIZATION. REFER TO
AREA. REFER TO DETAIL 2, SHEET CG805.
PROVIDE PRETREATMENT FOREBAY IN BIORETENTION
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
BNYCG153.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG153.dgn3/5/201811:37:57 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4354364374
3
8
4
3
9
BIO-RETENTION
4414
42
4
4
3
444
446
CB
447
4474484484
4
8
448
CB
4
4
9449
4
4
9
449450450 450450
450
450
450
450450
CB451 451452452453453454454455455456456CBCB457CB
CB458 458C
459
459CB
460 460460
460
460
460
461
461
462
462
462
462463 4
6
3
463
463463 4634644644644644
6
4 464C4654
6
5
4 6 5
4654
6
5
4654
6
5
465465
4
6
5465466
466
466
466
4 6 6
467
467
468
468
4
6
9
469 469
470
4
7
0
470
471
CB
4
7
2
473
FNC51
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 6668
8
8
8
8 8
12
9
9
9
77
11
11
88
8
7
74 9
7
HW-56
CO
MH
SS
MH
SS MH
SS
CO
CO
CO
CO
0-9116
BUILDING
0-9117
BUILDING
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=446.53
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=472.46
DI
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=448.86
DI
24" RCP=446.21
24" RCP=446.26
EL.=450.21
DI
18" RCP=452.67
24" RCP=452.62
EL.=457.52
DI
18" RCP=453.25
18" RCP=453.30
18" RCP=453.30
18" RCP=453.30
EL.=456.89
DI
18" RCP=453.46
EL.=456.88
DI
18" RCP=455.50
18" RCP=455.55
EL.=459.05
DI
???" RCP=453.84
18" RCP=453.94
EL.=457.04
DI
????" RCP=462.84
????" RCP=462.99
EL.=471.34
DI
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.16
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK
SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
N
KEY MAP
FORMERTRANS-
TRANSFORMER
WETLANDS
CG151 CG152 CG153
CG154
18"CMP
C
18"CMP
15"CMP
YITOP-463.24INV.-461.34
YITOP-463.20INV.-460.00
INV.-459.67TOP-462.87YI
EJB
GATE
C
C
447
0-9116
BUILDING
0-9117BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
PARKING SIGNS"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PADTANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
WESTERN AREA
CG153S.HAGGARDM.MAYERWESTERN AREAGRADE AND DRAIN PLANC. LOWESHEET NOTES
1
2
3
1
2
3 1 10-28-161 AMENDMENT 0006PROVIDE CLEANOUT AT END OF 8" PERFORATED PIPING.
PROTECTION.
PROVIDE RIP-RAP EMERGENCY SPILLWAY
MATCH EXISTING ELEVATION.
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
4
4
4
4
4 2STORM DRAINAGE PERMIT REVISION03/05/182
2
BNYCG154.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG154.dgn3/5/201811:37:59 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WETLANDS
452 451
449
448
447
432433434
435
440440441441BIO-RETENTION
441 443443445445 445445450450450 HW-57
S
D
SD
GI-51
GI-52
8"
24"
COCOCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
N
KEY MAP
FORMERTRANS-
TRANSFORMER
WETLANDS
CG151 CG152 CG153
CG154
18"CMP
C
18"CMP
15"CMP
YITOP-463.24INV.-461.34
YITOP-463.20INV.-460.00
INV.-459.67TOP-462.87YI
EJB
GATE
C
C
447
0-9116
BUILDING
0-9117BUILDING
BUILDING 3
FFE LEVEL 1 = 448.67'FFE LEVEL 2 = 464.00'
GEN
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
PARKING SIGNS"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PADTANK ON
CONC. PAD
TANK ON
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKSMULTIPLE PIPES INTO
SIDEWALK
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
SHEET NOTES
1
1
WESTERN AREA
CG154S.HAGGARDM.MAYERWESTERN AREAGRADE AND DRAIN PLANC. LOWE2
2
1STORM DRAINAGE PERMIT REVISION03/05/181
PROVIDE CLEANOUT AT END OF 8" PERFORATED PIPING.
DETAIL 1, SHEET CG805.
PROVIDE OUTLET STABILIZATION. REFER TO
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
3
3
3
3
3 3 3
3
3
3
3
3
3
3
3
1
BNYCG180.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG180.dgn3/5/201811:38:00 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 20164564574 5 7
458458459459460 460460460461
461
461461461461462462463463463 463
463
4634
6
3
C 4644
6
4
464464464464464
4
6
5
465
465465
465
4
6
5
4
65465465465
465
465
4
6
5
465
466
4
6
6466466
466
466
467467
4
67
4674674
67
467 468468468468
468
469 469469469469469
469 470470
470470470
4
7
0470470
470
470
4
7
0
470
4
7
0
4
7
0
470
470 470470470
471
4
7
1
471471471
471 471471471
471471
471
472
472
4
7
2
4
7
2
472 472472472
4 7 2
472 473473
4
7
3
473473 473473473
473473
C 474474
474 474474474
474
474474 4754 7 5
475
4
7
5 475475 475475
475475475
475
475 475475475475C
C
476
476
476
4764
7
6476
476
C
C
477
477
477
477477
477
478
478
478
4
7
8478
478
4
7
8
479
479
479
4794
7
9
479 479480480480
480
480
480
480
480
480
C
481
4
8
1 481481
482
482
485
485
4
8
5490
490 490490AND SCRUB
SCATTERED TREES
SD
SD
SD
SD
18"
18"
15"
15"
15"
CI-16
CI-17
CI-18
CI-19
CI-20
SDMH-10
HW-10
HW-11
HW-14
S
D1
8"
HW-16
S
D
24"
SD18"
HW-18
CO
RDRDHW-2 PIVHW-4 DYHGATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FI
RE BREAKUN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PA
R
KIN
G
A
R
EA
VEH
ICLE BARR
IER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
12" CMP
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
CG180S.HAGGARDM.MAYERNORTHERN AREAGRADE AND DRAIN PLANC. LOWENORTHERN AREA
GENERAL NOTES
6.
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG150 THRU CG154 FOR WESTERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG110 THRU CG115 FOR EASTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
1 1 01-03-18REVISED PER RFI0019CG181 CG182
BNYCG181.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG181.dgn3/5/201811:38:01 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016470
470
4
7
0
4
7
0 471471471
471 471471
4
7
2
4 7 2
473473
473474
4744 7 5 475475475
475475C
476
476 4764
7
6476 C
477
477
477
4
7
7477 478
478
478
4
7
84784
7
8
479
479
479
479479480
480
480
480
C 481481
CI-20
HW-10
HW-11
SD18"
HW-18 10+00PI 50+77.2950
+00
51+00PC 50+40.30PT 51+14.07PI 50+77.2918+0019+0020+00PI 18+00.94PT 18+61.03
CP110 THRU CP112
REFER TO SHEETS
ROADWAY "A"
CP197 THRU CP198
REFER TO SHEETS
ROADWAY "I"
INV.OUT=468.64
12" CMP
INV. OUT=477.63
18" CMP
18" CMP IN=480.87
W/ CONC. RISER
STORM JUNCTION ON CONC. PAD
GATE
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARK
I
N
G AREAGATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
N
KEY MAP
CG182CG181
C
C
CC
C
C
GATE
GATE
GATE MOTOR
PADCONC.
SHACKGUARD
GRAVEL ROAD
GRAV EL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIRE BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVEGRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'CG181S.HAGGARDM.MAYERNORTHERN AREAGRADE AND DRAIN PLANC. LOWENORTHERN AREA
CONSTRUCTION.
LOCATION PRIOR TO
CONTRACTOR TO VERIFY
OF SEPTIC LEACH FIELD.
APPROXIMATE LOCATION 1 REVISED PER RFI001901-03-181
BNYCG182.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG182.dgn3/5/201811:38:03 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016461
461
461461461462463463463 463
463
4
6
3
4644
64
464464 464464
465
465465
465
4
6
5
4
65465465465
4
6
5
466
466466466
467467
467467467468468468469 469469469469470470470
4
7
0470470
470
4
7
0
470
470 470470
471
4
7
1
471471471
472
472
4
7
2472
472 473473
4
7
3 473473 474474 474474
474
475 475475 475C
476
476C
477
CP195 THRU CP196
REFER TO SHEETS
ROADWAY "H"
CP197 THRU CP198
REFER TO SHEETS
ROADWAY "I"
HW-12
HW-13
HW-14
HW-15
SD18"SD1
8"10+0011+0012+0013+00
14+00PC 12+21.46PT 13+85.01PI 13+05.16PI 13+05.1652+0053+0054+0055
+00
PC 54+60.19PT 55+67.78PI 55+15.25GATE
GATE MOTORPARK
I
N
G AREAV
EH
IC
L
E

BA
R
R
IER
12" CMP
GENERAL NOTES
5.
4.
3.
2.

1.
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
THAN 12" IN DIAMETER TO BE PVC.
(CONTECH A-2000 OR EQUIVALENT). ALL PIPES LESS
INCHES OPEN AREA PER LINEAL FOOT OF PIPE.
PERFORATED PIPES TO HAVE MINIMUM 1.9 SQUARE
ALL RCP DRAINAGE PIPES TO BE CLASS V. ALL
EROSION CONTROL REQUIREMENTS.
SERIES FOR ADDITIONAL GRADING AND PERMANENT
SLOPES AND GRASSED. REFER TO CG701 AND CG801
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
SEE SHEET C-001 FOR GENERAL NOTES.
LEGEND
CB-1
HW-1
SD
CI-1
GI-1
SDMH-1
CONSTRUCTION LIMITS
FOUNDATION DRAIN.
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.
FD
RD ROOF DRAIN.
N
KEY MAP
CG182CG181
C
C
CC
C
C
GATE
GATE
GATE MOTOR
PADCONC.
SHACKGUARD
GRAVEL ROAD
GRAV EL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FIRE BREAK
UN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVEGRAVEL
ROOF OVERHANG PARKING AREA
VEHICLE BARRIER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'CG182S.HAGGARDM.MAYERNORTHERN AREAGRADE AND DRAIN PLANC. LOWENORTHERN AREA
SHEET NOTES
1
2
PROTECTION.
PROVIDE RIP-RAP EMERGENCY SPILLWAY
DETAIL 1, SHEET CG508.
PROVIDE BIORETENTION AREA. REFER TO
2
1 1 REVISED PER RFI001901-03-181
BNYCG201.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG201.dgn10/27/20167:54:22 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201650+00 51+00
450
454
458
462
450
454
458
462
54+00 55+00 56+0050+00 51+00 52+00 53+00
450
454
458
462
466
470
474
478
450
454
458
462
466
470
474
478
50+00 51+00 52+00 53+00
445
449
453
457
461
465
469
473
445
449
453
457
461
465
469
473
50+00 51+00 52+00 53+00
450
454
458
462
466
470
474
478
450
454
458
462
466
470
474
478
18" PIPE@1.00%
15" PIPE@1.26%
15" PIPE@ 3.62%
18" PIPE@ 3.62%
18" PIPE@ 3.62%
18" PIPE@0.50%
24" PIPE@0.50%
24" PIPE@0.50%
15" PIPE@1.77%
15" PIPE@0.50%
18" PIPE@0.50%
15" PIPE@ 3.62%
18" PIPE@0.50%
24" PIPE@0.50%INV 449.50INV 450.63NEW 18" STORM DRAINSTA 50+92.36TR 455.00NEW CATCH BASINSTA 51+12.79 CB-19STA 52+14.35NEW HEAD WALLSTA 50+00.00 HW-5TR 457.81NEW CURB INLETSTA 51+04.19 CI-15TR 463.47NEW CURB INLETSTA 52+09.74 CI-16TR 467.51NEW CURB INLETSTA 53+09.62 CI-17TR 470.62NEW CURB INLETSTA 54+09.62 CI-18TR 473.61NEW CURB INLETSTA 55+09.62 CI-19INV 468.54INV 464.93INV 461.31INV 457.70INV 453.88INV 453.49INV 453.33 TR 474.82NEW CURB INLETSTA 56+09.62 CI-20INV 469.80NEW HEAD WALLSTA 50+00.00 HW-2TR 455.70NEW CATCH BASINSTA 52+93.11 CB-17TR 452.33NEW GRATED INLETSTA 51+49.31 GI-7INV 449.00INV 449.72INV 448.25 NEW HEAD WALLSTA 50+00.00 HW-6TR 456.20NEW CURB INLETSTA 50+84.72 CI-4TR 456.40NEW CATCH BASINSTA 51+57.60 CB-8TR 460.20NEW CURB INLETSTA 52+16.62 CI-3TR 460.20NEW CURB INLETSTA 52+97.29 CI-11INV 452.14INV 452.42INV 453.08INV 452.79INV 454.51@0.60%
18" PIPE
@0.50%
18" PIPE NEW HEAD WALLSTA 50+00.00 HW-3INV 452.00TR 453.41NEW STORM MANHOLESTA 50+72.30 SDMH-2INV 448.61NEW 8" FIRE WATER LINESTA 51+13.96NEW 10" FIRE WATERSTA 52+85.53NEW 18" STORM DRAINSTA 50+86.84 TR 457.90NEW CATCH BASINSTA 50+27.46 CB-20TR 456.68NEW CATCH BASINSTA 50+26.10 CB-21CG201S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "A"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "B"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "C"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "D"M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
1 1 AMENDMENT 000610-28-161
BNYCG202.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG202.dgn5/4/20169:07:29 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016STA 50+00.00INV 437.57INV 437.98INV 438.38INV 438.9150+00 51+00 52+00 53+00 54+00
50+00 51+00 52+00 53+00 54+00
50+00 51+00 52+00 53+00
50+00
50+00 51+00
440
444
448
452
456
460
24" PIPE@
5.04%
24" PIPE@2.43%
15" PIPE@2.78%
15" PIPE@2.78%
15" PIPE@1.01%18" PIPE@16.68%0.99%18" PIPE@ @1.56%15" PIPE
1.00%24" PIPE@
1.00%24" PIPE@
1.00%24" PIPE@
1.00%24" PIPE@
18" PIPE@1.00%
24" PIPE@1.27%
24" PIPE@1.27%15" PIPE@19.77%15" PIPE@
1.01%
440
444
448
452
456
460
440
444
448
452
456
460
440
444
448
452
456
460
440
444
448
452
456
460
440
444
448
452
456
460
425
429
433
437
441
445
449
425
429
433
437
441
445
449
450
454
458
462
466
15" PIPE@2.76%
450
454
458
462
466
INV 453.53TR 457.25NEW CATCH BASINSTA 50+21.98 CB-14INV 453.75TR 457.33EXISTING CATCH BASINSTA 50+00.00 EXCB-1TR 442.40NEW CATCH BASINSTA 50+41.16 CB-2TR 442.40NEW CATCH BASINSTA 50+81.83 CB-3TR 442.40NEW CATCH BASINSTA 51+21.78 CB-4TR 443.95NEW STORM MANHOLESTA 51+74.62 SDMH-1TR 456.60NEW CATCH CASINSTA 52+52.18 CB-5TR 458.20NEW CATCH CASINSTA 52+92.42 CI-1TR 456.75NEW CURB INLETSTA 53+67.92 CI-2TR 457.20NEW CATCH BASINSTA 53+93.31 CB-6TR 441.25NEW CATCH BASINSTA 50+00.00 CB-1INV 451.84INV 452.24INV 453.00INV 453.50INV 437.16TR 442.35NEW CATCH BASINSTA 50+00.00 CB-10TR 441.25NEW CATCH BASINSTA 51+50.41 CB-1TR 441.00NEW CATCH BASINSTA 52+21.74 CB-15INV 435.25INV 437.16INV 437.87TR 442.35NEW CATCH BASINSTA 52+90.01 CB-10TR 442.35NEW CATCH BASINSTA 53+73.01 CB-11TR 443.15NEW CATCH BASINSTA 54+33.60 CB-12TR 446.50NEW CATCH BASINSTA 54+50.26 CB-13NEW HEAD WALLSTA 50+05.00 HW-7TR 438.20NEW STORM MANHOLESTA 50+44.07 SDMH-3INV 439.70INV 439.24INV 437.56INV 435.25INV 429.27INV 427.30 NEW 8" FIRE WATER LINESTA 52+00.39NEW 8" FIRE WATER LINESTA 52+77.10NEW 3" WATER LINESTA 52+81.10WATER LINENEW 8" FIRE STA 53+76.41INV 438.04TR 442.25NEW STORM MANHOLESTA 52+38.50 SDMH-715" PIPE@1.00%TR 443.95NEW STORM MANHOLESTA 50+00.00 SDMH-1TR 456.60NEW CATCH BASINSTA 51+06.46 CB-7TR 443.95NEW STORM MANHOLESTA 50+38.58 SDMH-12INV 452.72INV 439.30INV 438.91TR 441.50NEW CATCH BASINSTA 50+80.67 CB-9INV 436.27LINE
NEW 3" WATER
STA 54+29.60 6" NEW FIRE WATER LINESTA 51+63.93NEW 3" FIRE WATER LINESTA 52+09.55NEW 12" FOUNDATION DRAINSTA 51+04.55NEW 8" FOUNDATION DRAINSTA 50+21.81DRAIN
NEW 8" FOUNDATION
STA 52+34.86
DRAIN
NEW 12" FOUNDATION
STA 52+23.63 NEW 12" FIRE WATER LINESTA 50+05.57NEW 6" SANITARY SEWERSTA 51+52.16NEW 8" FOUNDATION DRAINSTA 50+22.62NEW SANITARY SEWERSTA 52+34.2518" PIPE@1.00%CG202S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "E"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "F"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "G"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "H"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "I"M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
BNYCG203.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG203.dgn10/27/20167:56:12 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016INV 424.17INV 424.01INV 423.0050+00 51+00 52+00 53+00 54+00
50+00 51+00 52+00 53+00
50+00 51+00 444
448
452
456
460
464
444
448
452
456
460
464
55+00
INV 445.7250+00 51+00 52+00 53+00
438
442
446
450
454
438
442
446
450
454NEW HEADWALLSTA 50+04.06 HW-5450+00 51+00 52+00 53+00
450
454
458
462
466
450
454
458
462
466
24" PIPE@2.79%
24" PIPE@2.79%18" PIPE@ 4.80%
18" PIPE@ 4.80%
15" PIPE@ 4.80%
2.79%24" PIPE@
@2.42%18" PIPE
@1.01%
24" PIPE
424
428
432
436
440
444
448
452
456
460
424
428
432
436
440
444
448
452
456
460
420
424
428
432
420
424
428
432
15" PIPE@4.80%NEW 12" FOUNDATION DRAINSTA 50+26.89INV 450.90NEW 12" FIRE WATER LINESTA 51+05.59EXISTING 4" WATER LINESTA 51+15.43EXISTING 18" STORM DRAINSTA 50+62.80NEW 3" WATER LINESTA 50+52.86NEW HEADWALLSTA 50+00.00 HW-9TR 427.33NEW GRATED INLETSTA 50+41.80 GI-10TR 427.33NEW GRATED INLETSTA 50+74.70 GI-9INV 436.30INV 437.78INV 440.74INV 443.57INV 446.63TR 445.25NEW CURB INLETSTA 53+34.83 CI-7TR 448.44NEW CURB INLETSTA 53+96.46 CI-13TR 450.25NEW CURB INLETSTA 54+55.53 CI-8TR 452.65NEW CURB INLETSTA 55+19.38 CI-10TR 443.28NEW STORM MANHOLESTA 52+81.93 SDMH-4TR 453.15NEW CURB INLETSTA 55+36.69 CI-12INV 429.67438.18TR NEW STORM MANHOLESTA 50+45.56 SDMH-9INV 447.46INV 450.50INV 428.42 TR 459.50NEW STORM MANHOLESTA 50+43.55 SDMH-50WATER LINE
NEW 8" FIRE
STA 52+29.29
SANITARY SEWER
SANITARY SEWER
WATER LINE
NEW 8" FIRE
STA 53+07.53NEW HEADWALLSTA 50+00.00 HW-8TR 448.25NEW STORM MANHOLESTA 52+55.56 SDMH-52INV 453.31
TR 460.95
NEW STORM MANHOLE
STA 50+82.22 SDMH-54NEW HEADWALLSTA 50+05.00 HW-5518" PIPE@0.74%
24" PIPE@0.74%
@ 5.50%24" PIPE @ 3.62%24" PIPE
24" PIPE@ 3.62%
@0.74%
24" PIPE
@ 2.79%18" PIPE
@ 2.81%15" PIPE
@ 2.51%15" PIPE
@ 2.51%15" PIPETR 460.30NEW CURB INLETSTA 51+61.89 CI-63TR 463.15NEW CURB INLETSTA 51+39.51 CI-62INV 455.38INV 456.19INV 456.94INV 451.51TR 459.92NEW CURB INLETSTA 50+69.78 CI-72INV 452.86INV 450.00TR 450.75NEW CURB INLETSTA 53+48.91 CI-60TR 447.40NEW CURB INLETSTA 52+23.46 CI-59TR 446.84NEW CURB INLETSTA 51+03.81 CI-58TR 449.00NEW CURB INLETSTA 50+33.84 CI-57INV 442.00INV 442.52INV 443.40INV 446.75NEW HEADWALLSTA 49+95.00 HW-51INV 444.29TR 451.80NEW CURB INLETSTA 53+12.19 CI-73INV 441.71NEW 8" FIRE WATER LINESTA 50+52.04TR 458.80NEW CURB INLETSTA 50+32.50 CI-61NEW 3" WATER LINESTA 51+52.51TR 460.30NEW CURB INLETSTA 51+82.56 CI-6418" PIPE@3.62%18" PIPE@3.62%24" PIPE@3.62%PIPE @0.50%8" PERFORATEDLINENEW 12" FIRE WATERSTA 51+97.47EXISTING 4" WATER LINESTA 51+66.66TR 452.00NEW TRENCH DRAINSTA 53+54.97 TR-50INV 448.50
INV 448.0215" PIPE@1.00%INV 444.89TR 448.38NEW CATCH BASINSTA 52+79.61 CB-50CG203S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "M"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "N"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "J"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "L"M.MAYERSTORM DRAINAGE PROFILESC. LOWE 1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "K"
CENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU 1 10-28-161 AMENDMENT 0006454
1
BNYCG204.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG204.dgn10/27/20167:57:02 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016440
444
448
452
456
460
464
468
50+00 51+00 52+00 53+00 54+00
440
444
448
452
456
460
464
468
435
439
443
447
451
435
439
443
447
451
50+00 51+00
50+00 51+00 52+00 53+00
460
464
468
472
460
464
468
472
440
444
448
452
50+00 51+00 52+00
444
448
452
440
18" PIPE@0.50%
@0.50%
24" PIPE
18" PIPE@9.40%
8" PERFORATED PIPE
@0.53%NEW HEADWALLSTA 49+95.00 HW-52TR 448.33NEW GRATED INLETSTA 50+63.80 GI-50INV 438.00INV 444.00NEW HEADWALLSTA 50+00.00 HW-56NEW HEADWALLSTA 50+00.00 HW-57TR 441.33NEW GRATED INLETSTA 51+25.45 GI-51TR 441.33NEW GRATED INLETSTA 50+38.86 GI-52INV 438.73INV 438.29INV 438.10NEW 12" FIRE WATER LINESTA 50+96.26EXISTING 4" WATER LINESTA 50+10.52SANITARY SEWERSANITARY SEWERNEW 8" FIRE WATER LINESTA 50+96.8524" PIPE@ 6.95%
@1.50%24" PIPE 24" PIPE@1.50%
24" PIPE@ 6.19%
5.96%24" PIPE@
6.19%24" PIPE@TR 452.00NEW CURB INLETSTA 50+30.07 CI-50TR 456.80NEW CURB INLETSTA 51+28.63 CI-51TR 462.92NEW CURB INLETSTA 52+38.65 CI-52TR 463.65NEW CURB INLETSTA 53+62.50 CI-53TR 463.50NEW CURB INLETSTA 54+05.54 CI-55INV 456.99INV 458.84INV 459.18INV 459.49INV 449.34INV 445.61INV 443.24NEW HEADWALLSTA 49+95.00 HW-50INV 457.46INV 441.15 463.37TR NEW STORM MANHOLESTA 52+70.18 SDMH-51INV 460.00461.25TR 464.50NEW CATCH BASINSTA 52+45.77 CB-18TR 463.50NEW CURB INLETSTA 53+84.88 CI-5418" PIPE@1.50%18" PIPE@1.50%NEW 12" FIRE WATER LINESTA 54+12.07EXISTING 4" WATER LINESTA 53+43.16TR 454.10NEW CURB INLETSTA 50+68.39 CI-70CG204S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "Q"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "O"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "P"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "R"M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU 1 10-28-161 AMENDMENT 0006
BNYCG205.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG205.dgn10/27/20167:57:41 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016440
444
448
452
456
460
440
444
448
452
456
460
448
452
456
460
448
452
456
460
440
444
448
452
456
460
440
444
448
452
456
460
454
458
462
466
470
454
458
462
466
470
450
454
458
462
466
470
450
454
458
462
466
470
454
458
462
466
470
454
458
462
466
470
440
444
448
452
456
460
440
444
448
452
456
460
15" PIPE@0.56%
15" PIPE@3.00%
15" PIPE@ 3.00%
15" PIPE@2.00%
15" PIPE@2.01%
50+00 51+00 50+00 51+00
50+00 51+00 50+00 51+00
50+00 51+00 50+00 51+00
50+00 51+00TR 448.44NEW CURB INLETSTA 50+00.00 CI-13INV 440.74TR 462.50NEW CURB INLETSTA 50+22.30 CI-71INV 457.58TR 458.80NEW CURB INLETSTA 50+00.00 CI-61INV 451.51TR 461.00NEW CURB INLETSTA 50+47.04 CI-74INV 452.45TR 463.65NEW CURB INLETSTA 50+00.00 CI-53INV 458.84TR 463.15NEW CURB INLETSTA 50+00.00 CI-62INV 455.38TR 463.20NEW CURB INLETSTA 50+81.29 CI-75INV 457.01TR 451.35NEW CURB INLETSTA 50+85.28 CI-9INV 445.24TR 453.00NEW CURB INLETSTA 51+40.81 CI-14INV 446.96445.25TR NEW CURB INLETSTA 50+00.00 CI-7437.78INV 445.97TR NEW STORM MANHOLESTA 51+07.11 SDMH-8438.48INV INV 442.74
15" PIPE@1.98%@0.99%15" PIPE
@0.99%15" PIPE15" PIPE@0.99%15" PIPE@0.54%STA 50+83.91 CB-16NEW CATCH BASINTR 442.40NEW CATCH BASINSTA 50+00.00 CB-4INV 457.46TR 463.37NEW STORM MANHOLESTA 50+00.00 SDMH-51INV 457.34TR 463.50NEW STORM MANHOLESTA 50+97.98 SDMH-53INV 438.78TR 443.20NEW STORM MANHOLESTA 50+40.26 SDMH-11INV 459.18TR 463.72NEW STORM MANHOLESTA 50+34.45 SDMH-55442.40TR INV 438.25INV 438.38NEW 8" FIRE WATER LINESTA 50+61.12 NEW 8" FIRE WATER LINESTA 50+28.88 EXISTING 4" WATER LINESTA 50+04.67 EXISTING 4" WATER LINESTA 50+27.53 EXISTING 4" WATER LINESTA 50+85.92 CG205S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "T"M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "S"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "U"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "V"
D
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "W"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "Y"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "Z"1 10-28-161 AMENDMENT 0006
BNYCG206.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG206.dgn5/4/20169:07:36 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201650+00 51+00 52+00
50+00 51+00 50+00 52+0050+00 51+00
@0.50%8" PERFORATED PIPE
@0.50%8" PERFORATED PIPE
@0.50%8" PERFORATED PIPE
@0.50%
8" PERFORATED PIPE
@0.50%
8" PERFORATED PIPE
24" PIPE@ 4.69%
24" PIPE@2.45%
@1.00%15" PIPE
@1.30%18" PIPE
@0.50%8" PERFORATED PIPE
50+00 51+00
50+00 51+00
@0.50%8" PERFORATED PIPE
@0.50%
8" PERFORATED PIPE
50+00 50+00

428
432
436
440
444
430
434
438
442
430
434
438
442
430
434
438
442
430
434
438
442
430
434
438
442
430
434
438
442
428
432
436
440
444
446
450
454
458
446
450
454
458

430
434
438
442
430
434
438
442 441
445
449
441
445
449
436
440
444
436
440
444
15" PIPE@1.02%INV 448.61TR 436.50NEW GRATED INLETSTA 51+03.28 GI-2INV 432.84TR 438.50NEW GRATED INLETSTA 51+84.79 GI-5INV 434.84TR 436.50NEW GRATED INLETSTA 50+00.00 GI-2INV 432.84TR 436.50NEW GRATED INLETSTA 51+00.00 GI-1INV 433.34TR 436.50NEW GRATED INLETSTA 50+00.00 GI-2INV 432.84TR 436.50NEW GRATED INLETSTA 50+68.29 GI-3INV 433.18TR 438.50NEW GRATED INLETSTA 51+00.00 GI-4INV 435.34TR 438.50NEW GRATED INLETSTA 50+00.00 GI-5INV 434.84INV 428.00TR 448.10NEW STORM MANHOLESTA 50+33.98 SDMH-56TR 442.88NEW STORM MANHOLESTA 50+14.72 SDMH-6TR 453.41NEW STORM MANHOLESTA 50+00.00 SDMH-2TR 452.33NEW GRATED INLETSTA 50+43.06 GI-8INV 449.17TR 438.50NEW GRATED INLETSTA 50+97.67 GI-6INV 435.33TR 438.50NEW GRATED INLETSTA 50+00.00 GI-5INV 434.84SANITARY SEWERTR 446.84NEW CURB INLETSTA 50+00.00 CI-58INV 442.52INV 442.85INV 438.00INV 438.15TR 442.35NEW CATCH BASINSTA 50+00.00 CB-11NEW 8" FIRE WATER LINESTA 50+05.90NEW HEADWALLSTA 50+00.00 HW-1CG206S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AA"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AB"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AC"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AD"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AE"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AF"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AG"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AH"
BNYCG207.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG207.dgn5/4/20169:07:37 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201650+00 51+00 52+00
15" PIPE@0.50%
15" PIPE@0.50%
15" PIPE@0.50%
428
432
436
440
444
424
448
452
456
428
432
436
440
444
424
448
452
456
52+00 53+00 54+00 55+00
50+00
456
460
464
468
456
460
464
468SANITARY SEWERTR 443.20NEW FOUNDATION DRAIN MANHOLESTA 52+29.76 FDMH-3TR 443.20NEW FOUNDATION DRAIN MANHOLESTA 53+94.93 FDMH-2TR 443.20NEW FOUNDATION DRAIN MANHOLESTA 54+55.07 FDMH-1INV 429.80INV 429.50INV 428.67NEW 24" STORM DRAIN PIPESTA 52+36.77NEW 8" FIRE WATER LINESTA 53+36.58NEW 3" WATER LINESTA 53+44.04NEW 24" STORM DRAIN PIPESTA 52+36.77NEW HEADWALLSTA 50+00.00 HW-17INV 427.52NEW HEADWALLSTA 50+00.00 HW-16TR 464.98NEW STORM MANHOLESTA 50+34.83 SDMH-10INV 461.00INV 460.47@1
.52%
24" P
IPE
PIPE
EXISTING 24"
CG207S.HAGGARDGRAPHIC SCALE: 1"=40'-0" HORIZ.
120'80'40'020'40'
GRAPHIC SCALE: 1"=4'-0" VERT.
12'8'4'02'4'M.MAYERSTORM DRAINAGE PROFILESC. LOWECENTER OF STRUCTURE
PIPE SLOPES ARE FROM
STATIONS, INVERTS AND
NOTE:
SCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AL"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
STORM PROFILE "AM"
BNYCG301.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG301.dgn5/4/20169:07:39 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 201618" PIPE @ 1.00%
18" PIPE @ 1.14%
18" PIPE @ 0.53%
460
470
460
470
460
470
460
470
470
480
470
480
0+00-0+20-0+40 0+20 0+40
0+00-0+20-0+40 0+20 0+40
0+00-0+20 0+20INV 464.56HW-14INV 464.15HW-15INV 461.00HW-13INV 461.37HW-12INV 470.75HW-10INV 470.00HW-11CG301S.HAGGARDM.MAYERC. LOWESCHEDULE
CG603 FOR STORM DRAINAGE
REFER TO SHEETS CG601 THRU
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
PIPE SECTION "AI"
10'5'0 10'20'30'
GRAPHIC SCALE: 1"=10'-0"STORM DRAINAGEPIPE SECTIONSC
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
PIPE SECTION "AJ"
1"=4'-0" VERT.
SCALE: 1"=40'-0" HORIZ.
PIPE SECTION "AK"
BNYCG501.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG501.dgn5/4/20169:07:40 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG501S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG502.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG502.dgn5/4/20169:08:09 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG502S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG503.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG503.dgn5/4/20169:08:38 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG503S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG504.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG504.dgn5/4/20169:09:07 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG504S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG505.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG505.dgn5/4/20169:09:41 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG505S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG506.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG506.dgn5/4/20169:10:13 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG506S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG507.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG507.dgn5/4/20169:10:46 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016
TYPICAL CONCRETE HEADWALL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
CG112CG114CG401
22
1
1'- 0"
SMALL FLARED HEADWALL
BEYOND O.D. OF PIPE.
WIRE CLOTH RODENT SCREEN.
16 GA. STEEL HOT DIP GALV. WOVEN
FORM REMOVAL.
BEVEL IS PERMITTED FOR EASE OF
NOTES :
3.
2.
1.
SECTION
PLAN VIEW
BEVEL
RODENT SCREEN
RODENT SCREEN SLOT
2'-1"6"PLANSSEE0.04 %1"3"1'-0"9"
"8
3¼"1"8"1'-0"8""8
32'-3"1"6"
6'-3"1'-2"2'-4"NOT TO SCALE
DETAIL
CG114
2
3
1%
PROFILE
PLAN
DOWNSPOUT
FINISHED GRADE
TRANSITIONAL COUPLING
MANUFACTURER'S STANDARD
4" DIA. PVC PIPE
4"X6" PVC ENLARGER
6" 90° PVC ELBOWFOOTING
BUILDING WALL
6" DIA. PVC PIPE
6" 45° PVC ELBOW
6" DIA. PVC PIPE
6" 45° PVC ELBOW
ROOF DRAIN
VARIES

45° PVC WYE
(SEE PLANS)
COLLECTION PIPE
45° PVC WYE
(SEE PLANS)
COLLECTION PIPE
NOTE:
E.W. MINIMUM.
CAST-IN-PLACE SHALL BE #5@12"
PRECAST SHALL MEET ASTM C-478.
REINFORCING NOT SHOWN FOR CLARITY.
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
CG152
TYP
TYP
(NEENAH R-4926-29-09 OR EQUIVALENT)
CAST IRON DOWNSPOUT SHOE
CG507S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG508.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG508.dgn4/19/20187:09:15 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016NOT TO SCALE
DETAIL

CG113
1
CG114
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
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
DETAIL
CG508
3

RCP PIPE
PERFORATED PIPE TO CONCRETE PIPE CONNECTION
PIPE CATCH BASIN WITH BEEHIVE GRATE
LOW IMPACT BMP
PAVED AREA
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
SUBGRADE COMPACTED 90% 12"CG601 AND CG602
SCHEDULE, SHEETS
STORM DRAINAGE
SYSTEM. REFER TO
TIE TO STORMDRAIN
PLANTINGS
BIORETENTION
DRAWINGS FOR
REFER TO LANDSCAPE
NOTE:
SPECIFICATIONS
REFER TO
GEOTEXTILE
NON-WOVEN
DETAILS)
TO LANDSCAPING PLANS FOR
FOR WELL DRAINED SOIL. (REFER
TOLERANT PLANTING SUITABLE
DEEP ROOTED, DENSE, DROUGHT
32 93 00)
SPECIFICATION
(REFER TO
WEED BARRIER
PIPE INTO RISER
TIE 8" PERFORATED PVC

CG114
TYP
12" MIN
ROCK
LANDSCAPE
CG182
CG154
CG153
CG152
ENTIRE BASIN IS LAYERED WITH LANDSCAPE ROCK)
BIORETENTION BASIN (NOT REQUIRED WHERE
PROVIDE 3' STRIP OF SOD ON ALL SIDES OF
*
PROFILE ALONG CENTERLINE
1
FREEBOARD= 1 FT (1 FT MIN.)
GEOTEXTILE FABRIC
OR IMPERMEABLE
LAMINATED PLASTIC
HP=1'
3
FREEBOARD= 1 FT (1 FT MIN.)
CROSS-SECTION DETAIL OF EMERGENCY SPILLWAY
LENGTH = SEE PLAN
BOTTOM WIDTH = SEE CHART
SE=SEE PLAN
SE=SEE PLAN
LENGTH
EXIT CHANNEL
TOP OF DAM ELEV.= SEE PLAN
SEE PLAN
BIO RETENTION CELL
LOW IMPACT BMP
AT EACH BASIN.
INFILTRATION AND STORAGE ABILITY OF THE BASIN. REFER TO CHART FOR DEPTH OF STONE AND BOTTOM ELEVATION
**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 12 CAN BE APPROXIMATED DURING DESIGN BY LINEAR INTERPOLATION. IF
IN/HR FOR 8% AND 12% 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
THE BIORETENTION SOIL MEDIA IS ASSUMED TO BE 10.
ELEMENT. CELLS THAT ARE CONSTRUCTED OF HIGH P�INDEX SOILS CAN EXPORT PHOSPHORUS. THE P INDEX FOR
TARGET POLLUTANT (HARDY ET. AL., 2003 AND HUNT ET. AL., 2006). THE P INDEX IS AN EXTREMELY IMPORTANT DESIGN
ANALYZED. THE P INDEX FOR BIORETENTION SOIL MEDIA SHALL RANGE BETWEEN 10 AND 30, REGARDLESS OF THE
AGRICULTURE [NCDA] LABS TO BE ANALYZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL
PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHALL BE SENT TO NC DEPARTMENT OF
PHOSPHORUS IS THE TARGET POLLUTANT, LOWER (8 PERCENT) FINES SHOULD BE USED. ADDITIONALLY, THE
FINES CONTENT SHOULD BE RESERVED FOR AREAS WHERE TN IS THE TARGET POLLUTANT. IN AREAS WHERE
PERCENT FINES (SILT AND CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS). HIGHER (12 PERCENT)
SOIL MIX OF 85 TO 88 PERCENT BY VOLUME POORLY GRADED SAND (USDA SOIL TEXTURAL CLASSIFICATION), 8 TO 12
OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS
*BIORETENTION “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 24” DEEP THE SOIL MIX SHOULD BE UNIFORM AND FREE
"B" (SEE CHART)
ENGINEERED SOIL
NCDOT #67 CRUSHED ROCK
*
**
(IF UNDERDRAINS REQUIRED)
2-3" OF 3/8" GRAVEL
(IF UNDERDRAINS REQUIRED)
2-3" COVER OVER PIPE
REQUIRED)
INVERT* (IF UNDERDRAINS
PERFORATIONS AT THE
PIPE *PLACE PIPE WITH
8" PERFORATED PVC
"C" (SEE CHART)
CHART)
"A" (SEE
EMERGENCY SPILLWAY
CG508S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE1STORM DRAINAGE PERMIT REVISION03/21/181
BNYCG509.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG509.dgn5/4/20169:10:49 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016S
FRAME
COVER
MANHOLE COVER AND FRAME
STORM MANHOLES TO HAVE "D" CAST IN COVER.
COVER FOR SANITARY SEWER MANHOLE.
LARGE LETTER "S" CAST IN CENTER OF

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

CG509
2

PLAN-RING REINFORCING

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

CG112
1
STORM SEWER MANHOLE
CG509
CG113
CG152
CG114
CG509S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG510.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG510.dgn5/4/20169:10:50 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 NOT TO SCALE
DETAIL

CG152
1
OIL/WATER SEPARATOR
GENERAL NOTES
FACET MPAK MEDIA
INLET PIPE
Ø6" PVC
PVC INLET
ASSEMBLY
ACCESS HATCH
PVC OUTLET
ASSEMBLY
OUTLET PIPE
Ø6" PVC
PERMANENT
POOL ELEV.
CONTECH TO PROVIDE
GRADE RINGS/RISERS
TO MEET FINISHED GRADE
FLOW
ELEVATION VIEW
PLAN VIEW 30" x 36" ACCESS HATCH
ASSEMBLY VIEW"418'-7 MINIMUM 9"6'-0" TYP.6'-0"
ACCESS OPENING
3'-0"
1'-6"3'-0"ACCESS OPENING2'-6"INV ELEV. 443.80'
OUTLET
INV ELEV. 443.80'
INLET
Q100 = 0.22 CFS
Q50 = 0.20 CFS
Q25 = 0.17 CFS
Q10 = 0.14 CFS
Q5 = 0.13 CFS
Q2 = 0.10 CFS
Q1 = 0.08 CFS
CN=98
DRAINAGE AREA = .025 ACRES
AND BE SIZED TO HANDLE THE 25-YEAR STORM EVENT.
FOR UP TO AND INCLUDING THE 2-YEAR STORM EVENT,
THE OIL/WATER SEPARATOR SHALL PROVIDE TREATMENT
LESS FOR THE 2-YEAR STORM EVENT.
ACHIEVE AN EFFLUENT CONCENTRATION OF 10 MG/L OR
99% FREE OIL DROPLETS DOWN TO 60 MICRONS AND
THE OIL/WATER SEPARATOR SHALL REMOVE A MINIMUM OF
SITE.
EFFLUENT BASED ON AN OIL DROPLET TYPICAL OF THE
OIL FROM THE WATER STREAM AND PRODUCE A DESIRED
ESSENTIALLY ALL FREE AND DISPERSED NON-EMULSIFIED
THE OIL/WATER SEPARATOR SHALL REMOVE
DRAWINGS.
INLET/OUTLET PIPE DIAMETER ARE AS SHOWN ON THE
SOME HIDDEN LINES HAVE BEEEN OMITTED FOR CLARITY.
SUPPLIED BY THE MANUFACTURER.
TO THE EXTERNAL PIPE BY MEANS OF A COUPLER, NOT
CONTRACTOR TO CONNECT THE PROVIDED PIPE STUB
LIFTING EQUIPMENT AND SET STRUCTURE.
CONTRACTOR TO PREPARE EXCAVATION, PROVIDE
FURNISH AND INSTALL.
NOT SUPPLIED BY MANUFACTURER. CONTRACTOR TO
ACCORDANCE WITH ALL APPLICABLE LOCAL STANDARDS.
SYSTEM AND BASE OF THE HATCH SHALL BE IN
BETWEEN THE TOP OF THE OIL/WATER SEPARATOR
HATCH RISERS, GRADE RINGS OR BLOCK REQUIRED
INSTALLED.
RECTANGULAR HATCH SUPPLIED WITH SYSTEM, NOT
REQUIREMENTS.
VAULT SHALL MEET HS20 MINIMUM LOAD
INSTALLATION OF INTERNAL COMPONENTS.
MANUFACTURER SHALL BE RESPONSIBLE FOR
IS TO BE AT THE SAME ELEVATION.
FLOW LINE IN AND OUT OF THE OIL/WATER SEPARATOR
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
RIM ELEV. 452.40'
CG510OIL/WATER SEPARATORS.HAGGARDSTORM DRAINAGEC. LOWEM.MAYER
BNYCG511.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG511.dgn5/4/20169:10:52 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG511S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BNYCG601.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG601.dgn10/27/20161:44:28 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG601S.HAGGARDM.MAYERSTORM DRAINAGE SCHEDULEC. LOWE1 AMENDMENT 000610-28-161
BNYCG602.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG602.dgn4/19/20187:19:11 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG602S.HAGGARDM.MAYERSTORM DRAINAGE SCHEDULEC. LOWE1 1 10-28-161
1 AMENDMENT 00062STORM DRAINAGE PERMIT REVISION03/21/182 2
BNYCG603.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG603.dgn4/19/20187:15:13 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CG603S.HAGGARDM.MAYERSTORM DRAINAGE SCHEDULEC. LOWE1STORM DRAINAGE PERMIT REVISION03/21/181
1
BNYCG701.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG701.dgn5/4/20169:12:19 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
461 459 458 457 456 454 453 452 451 449 448 447 446 444 443 443 444 444 443 442 441 439 439 441 442 443 444
449
448447446
459
458
457
456
454
453
452
451
469
468
467
466
464
463
462
461
471
474
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
456
451
469
10pi
4DW
6CD
8CD
6CD
8
8
10
10
10
10
10
10
12
12
12
12
12
12
10
10 10
12
12
12
6
8
10
12
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
10
12
12
8
416
4
1
6
417
4
17
418
418
419
419 421
721
4
224227
22423423
4
23723
42442
4
425
425
426426426
4
2
6
427
4
27
427
427
427
427
427
428428428
428
42
9
429
429429
429429
429
42
9
430
431
431
43
14314
3
1
431432
432
432
432
4
3
24
3
2
432433
433
433
433
4
33
433433433
433434
434
4 3 4
4
34
43443
4434434434
434434435
436
436 436436
436
436
436436436
437 437 437
437437
437
437 437437
437
437
437437437
438438
438
438438 438
438
438
438
438
438
438
438
438 438438
439
439
439
4
3
9
439
439
439
439
439
439440
440
440
440440440
440
441441441 441
441441
441
441441441
441
441
441 44
1
441
441
4
4
1
441
442
442
442 442
442
442
442442442 442
442
442 44
2
442
442
442442
443443443443443443443443443
443
443
443 443
443
443 443443
444 444444444
444
4
4
4
444
444
444 444444
4
4
4
444
445445
445
445
445 445445 445
445
445
445
445
445
446
446446446
4
4
6
446
446
446446446 446446
4474474474474474474474
4
7
447
447447 447
447447447 447448 448448448448
448
448448448448
448448
4
48
448
448
4484
4
8
12
44944
9
449449449
449
449449
4
49
449
449
449
449
44944
9
450
450
450450450
450 450450
450450 450450
450
450
450450450450451451451451
451451
451
451451451
4
5
1
451
452 452452452
452
452
452
452452 452452452452
452
452
4DW
10
10
10
453453
453
453
45
34
5
3
453 453453453453
453453
10
454
454
454
4544
5
4
454
454
454454
454
454
454
C
1210
10
10
4
5
5
455455455
455455
455
455455
4 5 5
455
455
455
455
455
10
12 8
456
456
456
456
4564
5
6 456456
456
45
6
456 456
4
5
6
10
10 12
457
457 457
4574574574
57457457
457 457
457
457
4
5
7
4
5
7 4574 5 7
457
457
457
4
5
7
457
45
7
6
18"CMP
458
458458
4
5
8
458458458458458
458
458
458
458
458
4
5
8 458458458 458458
45845845
8
GATE
INV.-457.32
HW
18"C
MP
18"
C
MP
C
10
459
459459459
459
459459459
459
4
59 459459459
459
459 459
45945
9
4BO
4BO
12
8
460
460460
460
460 460460
460
460460
460460
460
460
460460460460
4
6
0
460460 46
0
460
460
460
12
6CH
18"CMP
4BO
461
461
461
461461461
461
461 461461
46
1
461 461461461
461
461
461461
461
46115"CM
P12
462
462
462
462
462462
462
462
462
462 462462462
462
462462
462
462462462
462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
8
10
12
463 463 4
6
3
463463 463
463
463
463 463463463 463
463
4634
6
3
463
463
463
463
463 4634
6
3
463
463
463463 463463
463463
463
463
10
C
EJB
464464464464464
464
464 4644
6
4
464464
464464464
464 464464
464
464
464
464
464464464
464
464
4644
64 464464
464
464
464
464
C
GATE
C
8
465
4 65
465 465465465465
465
465
4
6
5465
465
4654654
6
5
4 6 5
465
465
4
6
5
465
465465
465
4
6
5
465
4658' CHAIN LINK FENCE10
8
466
466
466
4
66466
466466
466
4 6 6
466466
466
4
6
6
466466 466466
466
466
466
4
66 466466
466
466
466
4 66
466
466
466
4
64
466
12' CHAIN LINK FENCE
10
10
467
467467
4
67
467467
467467 467
467467 467
467
467
4
67 4674674
67
467
467
467
467
467
463
467
46712
468 468468468
468468468
468
468
468
468
468
4
6
8 468468468
468
468
468
468
468
468
468C
4
69
469
469 469469469469
469
46
9
4
6
9 469469469
469 469
469
469
469
4
6
9469469
469
469
10
EM
TRANSFORMER
470470
470
470
47
0
470 470470
470470470
4
7
0470470
470
12
12
6
471
4
7
1
471471471
471
471
471
471
471
471 471471471
471471
471
471
471
471
471 47147110
6BO
8
472
472
4
7
2
4
7
2
472
472 472472472
4 7 2
472
4
7
2
472
472
10
8
8
10
10
10
12
6
12
10 473473
4
7
3
473473
473 473473473
473473
473
47
3
6
8
10
8
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
8
10
10
8
8
10
6BO
8
10
12
C 474474
474474 474 474474474
474
47447447447
4
6
12
12
10 10
8
475
475
475
475 4754 7 5 47547547547
5 47510
8
8
10
C
10
6BO
8
C
6BO
476476 476
476
476
4764
7
6476
476
476
476476
8
C
8
8
C
6
6
8
8
8
C
8
10
8
6BO
8
477
477
477
477
477
477477
477477477
10
8
8
8
6
12
8
8
6
10
10
8
478
478
478478 478
478
478
4
7
8478
478
4
7
8
478
478
4
7
8
8
6BO
12
8
6
8
8
8
10
10
10
479479 479
479
479
4794
7
9
4794794
7
9
479
4
7
9 47910
10
8
10
C
10
481481 481481
4
8
1
481481481
481 481481
8
8
8
8
8
8
8
8
10
10
4
82 482482482482482
482
482
482
6
8
8
4
8
3483
48
3
483
483
483
483
10
4
8
4484
484
484484 48
4
484
10
10
10
12
C
8
4
8
6486
486
486
486
486 486486
486
8
C
8
4
8
7
487
487
487
487
487
488
8
14"
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 2
BUILDING 1
BUILDING 3
GEN
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GEN
GATE
0-9116
BUILDING
0-9117
BUILDING
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRERIP RAP
RIP RAP
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAK
FIRE BREAK
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
"DO NOT ENTER" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
STEPS
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALKSIDEWALK
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
"RESERVED/HANDICAP" SIGNS
FFE=450.26
INFO SIGN
RANGE
DRIVE
GRAVEL
ROOF OVERHANG
BLD. FROM TANKS
MULTIPLE PIPES INTO
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/PA
RKIN
G
A
REA
VEH
ICLE BARR
IER
GATE
"FIRING RANGE" SIGN
GATE W/
SIDE
WALK
3' HAND-RAIL
CONC. PAD
CONC. PAD
12" CMP
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
N
WESTERN AREA EASTERN AREA
CG701S.HAGGARDM.MAYEROVERALLINITIAL SEDIMENT AND EROSION CONTROL PLANC. LOWE120'60'0 120'240'360'
GRAPHIC SCALE: 1"=120'-0"
NORTHERN AREA
CG730
CG720
CG710
CG770
CG760
CG750
CG786
CG783
CG780
BNYCG702.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG702.dgn6/13/20162:05:12 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
2
04217
2
1
4
2
27
22423
423723
424
4
2
5
425
4
2
5
426
4
2
6
427
4
2
7
428
428
429429
4
2
94304
3
0
430 430431
431
4
3
1
431432
432
432
432433
433
433
433434
4 3 4
4
34434
4344
35
435
436
436436 436
437
437437 4
3
7
438
438 438439
439
4
40
440
440
440
440 4
4
0
441
441
4
4
1
442
442
442 442443
443
443 443444
4
4
4
444 4444
4
4
445 445445445
4
4
54454
4
5
445445446
4
4
6446 446447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
450
450 4504504504504
5
0
450
450451451451451
4
514
5
2
452452452
452
4534
5
3453453
453
4544
5
4
454
454 454
C
4
5
5
455
455455455 455455455
455
4554564
5
6
456
456
4
574
5
7
4
57
457
457
458
4
5
8
458
458
459
4
59
459
459
460
4
6
0460460
460
460
4
6
0460 460
460
4604
6
1
461461 461
462
462462 462
463
463
463
C
464
464
4
6
4
465
465
465
465
4
6
5
465
465
466
466
4
6
6
466
467
467
4
6
7
467
468
468
4
6
8
468
469
4694
6
9
469
470
4
7
0
470
4
7
0
4
70
470
4
7
0
4
7
0
4
7
0
470
471
471
4
7
1 471471472
472
472
473
473
C
474474 474
475
475
475
4
7
5 475
475
475
475
475
475
4
76476 4
7
6
476
477
4
77
4
7
7
477
478478 4
7
8
4
78
479479 4794
7
9
480
480
480480
4804
8
0
4
8
0
480
480
480
480
480481481 481
4854
8
5485
485
485
485485485 485
485
490490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
PRE DA1
PRE DA2
PRE DA3
PRE DA4
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CG702S.HAGGARDM.MAYEREASTERN AREAC. LOWEGENERAL NOTES
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG603 FOR STORM
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG180 THRU CG182 FOR NORTHERN
AREA GRADE AND DRAIN PLANS.
REFER TO SHEETS CG150 THRU CG154 FOR WESTERN
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
6.
5.
4.
3.
2.

1.PRE DEVELOPED HYDROLOGY EXHIBIT06/08/161 REVISED IN ACCORDANCE W ITH AMENDMENT 00021
BNYCG703.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG703.dgn6/8/201611:31:38 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10
10
12
12
12
6
8
10
8
8
8
10
4
1
7
4
18
4
19
4
2
04224234244254
2
5
426426
427
427
428428
429429
430
4
3
0
4314
3
1
432
4324
32433
4
3
3
433433433434
4
3
4434434434434435435435436436 436
436436437437
437
437437438
4
3
8
438
438
438
439
4
3
9
439
439
440
440
440
441 441441
441
441
442 4
42
442
442
442
443 4
4
3
443
443
443
444
444
444
444
444
4
4
5445445
445
445
446
446
446446
446447447
447447
448
4
4
8
448
449 449449
4
4
9
449
465
460
450
455
465
460
450450
450
450450
450
450
450
450450
450
451 451451
451
452 452452
452
453 453453
453
454 454454
4
5
4
455
4
5
5
455
455 455455455
455
456
456456
4
5
6
457
4
5
74
5
7458 4584584
58
18"
C
MP
18"
C
MP
C
10
459
459
459
4598
460
460
460460
460460
460
460
460
460
460460
18"CMP
4BO
461
461
461
461
461
46115"C
M
P12462462
462
462
462462
462
462462462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
463463
463
463
463463 463463463
463
463
10
EJB 464464 464464
464
464
4644
6
4
464464
464
464
464
C
GATE
C
8
465
4
6
5
465
465
4 6 5
465
4654
65465465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
10
8466466
4 66466466
466
466466466
466
466
466
4 6 6
466
466
466
12' CHAIN LINK FENCE
10467467467467
467
467
467467
467
467
467468468
468468468
468
468
468
468
468
468
468
468C469
469
469 469
469
469
469469469
469
469
EM
470
470
470
470
470
470470470
470470470
4
7
0
470
12
6
471
471
471
471
471
471
471
8
4
7
2
472
10
8
8
10
6
12
10
473
4
7
3
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
8
8
10
8
10 474474
6
12
12
10 10 47510
8
8
10
10
8
476
4764768
8
8
C
6
6
8
8
8
10
8
8 47747710
8
8
8
6
12
8
8
6
10
10
8
4
7
8
478
478
8
12
8
6
8
8
8
10
10
10 47910
10
8
10
10
8
8
8
8
8
8
8
10
10
6
8
8
10
10
10
10
8
8
8
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
PRE DA5
PRE DA7
PRE DA6
GATE
0-9116
BUILDING
0-9117
BUILDING
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
CG703S.HAGGARDM.MAYERWESTERN AREAC. LOWEPRE DEVELOPED HYDROLOGY EXHIBIT1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/161
BNYCG704.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG704.dgn6/8/201611:35:10 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 20164564574 5 7
4584584594594604604604614614624624634
6
3
C
464464464465465
465
465
4
6
5
465 466466
466
466 4674674
6
7
467 468468468
468 469469469
469
470
4
7
0
470
4
7
0
4
7
0
470
470 470470470
471
471 471471471
471471
471
472 472472472
4 7 2
472
473 473473473
473473
C
474 474474474
474
474474
475 475475
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475
475 475475475475C
C
476
476
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7
6476
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C
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477
477
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7
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477
478
478
478
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7
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479
479
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4
7
9 479480
480
480
480
480
480
480
C
481
4
8
1 481481
482
482
485
485 485490
490 490490AND SCRUB
SCATTERED TREES
PRE DA2
PRE DA4
PRE DA8
PRE DA9GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FIRE BREAK
FIRE BREAK
FI
RE BREAKUN-NAMED ROAD (ASPHALT GOOD COND.)
STEPS
DRIVE
GRAVEL
ROOF OVERHANG PARKI
NG AREAV
EH
IC
LE
BA
R
R
IER
GATE
"FIRING RANGE" SIGN
GATE W/
CONC. PAD
CONC. PAD
12" CMP
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
CG704S.HAGGARDM.MAYERNORTHERN AREAC. LOWENORTHERN AREA PRE DEVELOPED HYDROLOGY EXHIBIT1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/16
BNYCG705.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG705.dgn3/5/201811:38:07 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
1
5
4
1
6
4
1
7
4
18
4
19
4
2
0
4204
20421721
42
27
22
423
42
3
723
424
425
425
425
425
4
2
5
426
4
2
6
427
427
427
427
428
428
429
4
2
9
429429
429
4
2
9
429430430
430 43
0
431
431
4
31
431432
432
432
432433
433
433
433434
4 3 4
434434
434435
435
435
436
436436 436
437 437 437
437437
437
437437 4
37
438438
438
438438 438
438
438
438
438 438439
439
439
439
439
440
440
440440440
4
4
0
440
440
440
440 4
40
441
441441
441
441
4
4
1
442
442
442
442
442
442
442
442
442 442443443443443443
443
443
443 443444 444
444
4
4
4
444 4444
4
4
445445445445
445
445
445
445
445
4
4
5
4454454454
4
5
445445446
4
4
6446 446447447447
447
447447447447448
448448 4484
4
8
449
449449
4494
4
9
450
450
450
450 450
450
450
450450
450
450 4504504504504
5
0
450
450451451451
451 45
1
452 4524524
5
2
452452452 453453
4534
5
3453453
453
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4
5
4
454
454 454
C
455
455455
455455
455
455
455
455
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4
5
5
455455455 455455455
455
455456
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4564
5
6
456
456457
457 457
4574574574
57457457
457 457
4
5
7
4
5
7
457
457
457
458
458458
458
458458458458458
458
458
458
4
5
8
458
458
459
459459459
459
459
459
459
459
460
460
460
460 460460
460
460460
460460
460460460
460
460
4
6
0460460
460
460
4
60460 460
460
460461
461
461461 461
462
462462 463
463
C
464
464
4
64
465
465
465
465
465
465
4
6
5
465
465
465
465
4
6
5
465
465
466
466
466
466
467
467
4
67
467
468
4
6
8
468
469
4
6
9
469
470
470
470
4
7
0
470 470470
4
70
470
4
7
0
470
470
4
7
0
4
7
0
4
7
0
470
471
471
471 4714714
7
2
472
472
472
473
473
C
474474 474
475
475
475
475 4754 7 5
475
BIO-RETENTION BASIN
475475475
475
475
4
7
5 475
475
475
475
475
475
476476 4
7
6
476
477
477
477
477
478
478
478478 4
7
8
478
479479 479479
480 480480480
480
480480
4
8
0
4
8
0
4
8
0
480
480
480
480
480481481 481
4824
8548
5
485
485
485
485485485 485
485
4
90490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
BUILDING 2
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GI-1
SS CO
GI-2
GI-3
GI-4 GI-5 GI-6
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10 CB-15
CB-16
CI-4
GI-7
GI-8
CB-14
HW-3
HW-2
SD
S
DSDSDSDSDSDSDSD
SD
CI-9
CI-7
CB-17
HW-1
CB-1SD15"SD
15"SD18"1
8"24"24"SD24"CB-9
CB-11
CB-12
CB-13
15"18"
SD
15"
18"
SD15"CI-3CI-11
18"S
DSD
S
DSD24"
1
8"
24"
SD
18"
HW-5
HW-6
18"CI-8
CI-10
CB-8
SD
24"SDSDSDSD
SD
SD15"24"24"24"24
"24"SDRD CO
RD CO
RD
RD CO
CO
RD RDRDSD
RDRDRDRDSDRDRDRD CO
RD
RDRDRDRD CO
RD RDRDHW-7
SDMH-3
HW-8
SDMH-4
HW-9
GI-10
SDSD SDSDSD
18"18"15"15"SD
SD
SD
SD
SD
SD
18"
18"
18"
15"
15"
15"
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CI-18
CI-19
CI-20
SD24"SDMH-9
CO
RD
CO
RD
CO
RD
SDMH-8
CO
RD
RD CO
SDMH-7
SDMH-11
SDMH-10
MH-6
SD
SDRD
S
D
SD
15"
CB-19
15"
18"
SD
24"18"15"
24"SD24"HW-16
6"10"6"6"6"6"6"10"6"6"6"6"6"6"6"10"12"SD15"15"6"RD6"
6"6"6"6"12"10"6"6"6"10"6"6"12"6"6"6"6"12"6"FD15"FD15"FD
FD
15"
15"FDFDFD
FDFD15"8"8"8"8"
HW-17
SD SD15"15"6"10"SDMH-12
S
D24"
SD SD SD SDSDSDSDSDSD SD SD
8"8"8"
8"8"8"8"8"8"24"SDSD8"8"
EXCB-1
SDMH
SS
MH
SS
MH-1
FD
MH-2
FD
MH-3
FD SD18"SDMH-2
8" PERF.
MH
SS
MH
SS
MH
SS
CB-21
CB-20
CO
CO
CO
CO
CO
CO
8"8"8"
8"
CO
CO CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CONCRETE PAD
DS
DS
DS
DSRD
RDRDHW-1
DS
DS
DS
DS
HW-2
SD
SD
8" PERF
DS
DS
DS DS
GI-1
SD1
5"12"RD12"
CO
RD12"15"SDSDCB-3
DYH
SITE BYPASS
OFFSITE DRAINAGE
SITE BYPASS
OFFSITE DRAINAGE
SITE BYPASS
OFFSITE DRAINAGE
SITE BYPASS
OFFSITE DRAINAGE
DRAINAGE AREA
BIO CELL-1
DRAINAGE AREA
BIO CELL-2
DRAINAGE AREA
BIO CELL-3
DRAINAGE AREA
BIO CELL-4
DRAINAGE AREA
BIO CELL-4
DRAINAGE AREA
BIO CELL-4
DRAINAGE AREA
BIO CELL-1
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
TIRE COMPOUND
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
WALL
BOLLARD(S)
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CG705S.HAGGARDM.MAYEREASTERN AREAC. LOWEPOST DEVELOPED HYDROLOGY EXHIBITBIORETENTION CELL 1
BIORETENTION CELL 2
BIORETENTION CELL 3
BIORETENTION CELL 4
CELL INFORMATION.
CALCULATIONS, STORAGE VOLUME AND BIRETENTION
FORMS FOR ADDITIONAL INFORMATION ON FLOW
* REFER TO NCDENR BIORETENTION CELL SUPPLEMENT 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/161
2 STORM DRAINAGE PERMIT REVISION03/05/182BY OTHERS
INDOOR RANGE
BNYCG706.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG706.dgn3/5/201811:38:10 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

WM
FORMER
TRANS-
TRANSFORMER

5

WETLANDS
471
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
464
463
459
458
457
8
8
10
10
10
10
12
12
12
12
10
10 10
12
12
12
6
8
10
8
8
8
10
4
1
7
4
18
419
4
2
04224234244254
2
5
426426
427
427
428428
429429
430
4
3
0
4314
3
1
432
43243
2
433
43
3
433433433434
434434434434434435435435436436 436
436436437437
437
437437438
438
438
438
438
439
439
439
439440440
440
440
440441441441
441
441 441441
441
441
442 4
4
2
442
442
442
443443443 443
443
443
443
444
444
444
444
444
445445
445
445
445
445445445
445
445
446
446
446446
446
447447 447
447447
448 448448448448
448
448
448449449
4
4
9
449
4
49
449
450450450450450 450450450450
465
460
450
455
465
460
4
5
0
450
450
450
450
450
450
450450
450
451
451 451451
451
45
2
452 452452
452
453 453453
453
454 45
4454
454
4554554 5 5
455
455
455
4
55
455
455 455455455
455
456
45
6456
4
5
6
457
4
5
7
4
5
7
458 4584584
5
8
18"
C
MP
18"C
MP
C
459
459
459
4
5
9
8 460460
460
460460460460460
460
460460
460460
460
460
460
460
46
0460
18"CMP
4BO
461
461
461
461
461
461
46115"CM
P12
462
462
462462462
462
462
462462
462
462462462
YI
TOP-463.24
INV.-461.34
YI
TOP-463.20
INV.-460.00
INV.-459.67
TOP-462.87
YI
HW
INV.-458.69
463 4
6
3
463463
463
463
463463463
463
463
463463 463463463
463
463
10
EJB 464464464464
464464464464464
464
464
4644
6
4 464464
464
464
464
C
GATE
C
8
4 6 5
465 465465 465465
465 4654
6
5
4 6 5
465
465
4
6
5
465
465
465
465
4654
6
5465 465
465
465
4
6
5
465 4654
6
5
465465
4
6
5465 465
10
8
466
466
466
466466
466
4 66
466466
466
46
6
466466
466
466
466
466
466
466
466
12' CHAIN LINK FENCE
10
467
467467
467467 467
467
467
467467
467
467
467468468
468
468468468
468
468
468
468
468
468
468
468C
4
6
9
469469
469
469 469
469
469
4
69
469469
469
469
EM
470
470
470
470
470
470
47047
0470
470470470
4
7
0
470
12
6
471
471
471
471
471
471
471
8
4
7
2
472
10
8
8
10
6
12
10
473
4
7
3
8
10
8
8
WELLHEAD
& PUMP
12
8
10
10
10
8
8
10
8
10 474
4
7
46
12
12
10 10 47510
8
8
10
10
8
476
4764768
8
8
C
6
6
8
8
8
10
8
8 47747710
8
8
8
6
12
8
8
6
10
10
8
4
7
8
478
478
8
12
8
6
8
8
8
10
10
10
4
7910
10
8
10
10
8
8
8
8
8
8
8
10
10
6
8
8
10
10
10
10
8
8
8
14"
447
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
66
6 666
55
5
8
8 8
8
8
8
8
8 8
8
8
8
8
8
8
12
12
9 9
9
9
9
9
9
7
77
7
7
4 10 10 10
10
1010
10
11
10
9
14
13
13
11
11
8
88
8
7
74 9
4
7
7
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GENSDFW FWFWFW FWFW
FWFW
12"12"12"12"12"
SDFWFWFW
FWFW FW FWFWFWFWFW8"8"8"8"8"SD
SD
SD
SDSD SDSDSD
SDSDSDHW-50
HW-57
HW-54
CI-50
CI-51
CI-52
CI-53
CI-54
CI-55
CI-57
CI-58 CI-59
CI-60
CI-61
CI-62
CI-63
CI-64
24"18"18"18"
18"24"SDSD15"24"24"24"
18"18"18"24"SDMH-50

SD
SDS
D
SD
RDRDRDSDRD
S
DRD
HW-55
GI-50
HW-56
GI-51
GI-52
HW-51
RD
SD

SD
S
DSD

CI-71
S
D
SD
24"
CI-70 24"RDRD24"
24"24"CI-72
CI-74
SDMH-51
SDMH-52
CI-73
SD
TR-5015"
CB-18
18"SDMH-53
RDRDRDRDSDCI-75
6"10"6"6"6"SD
F
D
F
D
8"
SDMH-54RDRDRD6"12"
6"10"15"6"6"10"6"6"6"12"
10"
10"
10"6"6"12"1
5"
10"6"
6"
6"6"6"6"RD 18"15"15"15"SDSD 24"15"
OW-50
HW-52
MH-55
SD
8"
24"
RDRD
RD
10"10"
6"6"10"6"
6"
SDMH-56
SDSD
15"15"CB-508"8"8"12"8"COCOCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO CO
COCO
COCO
GATE
0-9116
BUILDING
0-9117
BUILDING
DRAINAGE AREA
BIO CELL-6
DRAINAGE AREA
BIO CELL-5
DRAINAGE AREA
BIO CELL-6
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN
"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"
WALL
4' HAND RAIL 4' HAND RAIL
4' HAND RAIL
4' HAND RAIL
WALL
WALL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PAD
ENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
TANK
FFE=472.11
FFE=472.16
CONC. PAD
TANK ON
CONC. PAD
TANK ON 3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK
"DO NOT ENTER" SIGN
BOLLARD(S)
BOLLARD(S)
3' HAND-RAIL
SIDEWALK SIDEWALKSIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
WESTERN AREA
CG706S.HAGGARDM.MAYERWESTERN AREAC. LOWEPOST DEVELOPED HYDROLOGY EXHIBIT CELL INFORMATION.
CALCULATIONS, STORAGE VOLUME AND BIRETENTION
FORMS FOR ADDITIONAL INFORMATION ON FLOW
* REFER TO NCDENR BIORETENTION CELL SUPPLEMENT
BIORETENTION CELL 5
BIORETENTION CELL 6 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/161
1
2 STORM DRAINAGE PERMIT REVISION203/05/18
BNYCG707.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERQ:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG707.dgn3/5/201811:38:12 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016 4564574 5 7
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SCATTERED TREES
SD
SD
SD
SD
18"
18"
15"
15"
15"
CI-16
CI-17
CI-18
CI-19
CI-20
SDMH-10
HW-10
HW-11
HW-14
S
D1
8"
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S
D
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HW-18
CO
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OFFSITE DRAINAGE
DRAINAGE AREA
BIO CELL-1
DRAINAGE AREA
BIO CELL-7
GATE
GATE
GATE MOTOR
PAD
CONC.
SHACK
GUARD
GRAVEL ROAD
GRAVEL ROAD GRAVEL ROAD10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
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FIRE BREAK
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STEPS
DRIVE
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R
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50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
CG707S.HAGGARDM.MAYERNORTHERN AREAC. LOWENORTHERN AREA POST DEVELOPED HYDROLOGY EXHIBIT CELL INFORMATION.
CALCULATIONS, STORAGE VOLUME AND BIRETENTION
FORMS FOR ADDITIONAL INFORMATION ON FLOW
* REFER TO NCDENR BIORETENTION CELL SUPPLEMENT
BIORETENTION CELL 7
1 01/29/18REVISED IN ACCORDANCE WiTH 1
2 2STORM DRAINAGE PERMIT REVISION03/05/18
BNYCG710.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG710.dgn6/10/20161:52:30 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CRS

SFSFSFSFSF
SF
SF
SFSFSFSFSF
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SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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SF SFSFSKIMMER SEDIMENTATION
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480
480
480
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4
85
4
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485
485
485485485 485
485
490490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
TS
TS
TSTS
RR
TS
RR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
FI
RE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CG710S.HAGGARDM.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWECG712
CG715
CG713
CG714
CG711
BNYCG711.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG711.dgn5/4/20169:12:45 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

4
7
0 474475476 4
7
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04
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486
486
486
486 486C
4
8
7
487
487
487
487
487
488
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
SHED
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
INFO SIGN
RANGE
N
KEY MAP
CRS
SFSFSF
SF
SF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
BASIN 1SKIMMER SEDIMENTATION
SF
AREA
STAGING
CONTRACTOR
AREA
STORAGE
SOIL
AREA
STORAGE
SOIL
DC
DC
DC
DC
DC
DC
DC
419
421721
422722423
42
3723
424
425 425
426
426
427
427
427
427
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487
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CG713CG712
CG711
TS
TS
TSTS
RR
TS
RR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG711S.HAGGARDM.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWE
BNYCG712.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG712.dgn6/10/20161:48:27 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CRS

SF
NOT TO SCALE
DETAIL1
CG712

CG753
FLOW
BACK OF CURB
CATCH BASIN
CURB INLET
SEDIMENT SEPARATION
PONDING AREA FOR
PLAN VIEW
CURB INLET
SIDEWALK
CATCH BASIN
SECTION VIEW
FLOW
BLOCK THE CURB INLET.NEVER
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES,
BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
EACH STORM EVENT, SEDIMENT AND GRAVEL MUST
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER
GAPS ARE EVIDENT.
GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO
INCH (OR SMALLER) 2
1 (NOT BURLAP) AND FILL WITH
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC
SEDIMENT TO SEPARATE FROM RUNNOFF.
STREET, WHERE WATER CAN POND AND ALLOW
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING
NOTES:

ARE EVIDENT
THAT NO GAPS
BAGS SUCH
PLACE GRAVEL

TOP OF CURB
BE HIGHER THAN
SHOULD NOT
GRAVEL BAG

GRAVEL BAG CURB INLET PROTECTION
DC
DC
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4
5
446446447448448449
450450450451451451
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454
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4
5
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4
5
6
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CB
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457
CB
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5
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460460
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462
463
464
465
465
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6
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467
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475
480
480 480TS
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DI
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EL.=451.05
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EL.=456.70
DI
"DO NOT ENTER" SIGN
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
N
KEY MAP
CRS
SFSFSF
SFSF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
BASIN 1SKIMMER SEDIMENTATION
SF
AREA
STAGING
CONTRACTOR
AREA
STORAGE
SOIL
AREA
STORAGE
SOIL
DC
DC
DC
DC
DC
DC
DC
425 425
427
427
427429
429
429429
430
C
C
C
C
C
CG715CG714
CG713CG712
CG711
TS
TS
TSTS
RR
TS
RR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG712S.HAGGARDM.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWEDETAIL 1, THIS SHEET.
PROTECTION. REFER TO
PROVIDE GRAVEL BAG INLET
1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/161
BNYCG713.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG713.dgn6/10/20161:53:08 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

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"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'CG713S.HAGGARDEASTERN AREA M.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWE1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/161
SHEET CG805
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INLET PROTECTION.
PROVIDE ROCK PIPE
BNYCG714.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG714.dgn5/4/20169:12:51 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

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GRAVEL ROAD
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10' CHAIN LINK W/ BARBED WIRE
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SHED
SHED
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RANGE INFO SIGN
8.5' WOOD WALL
STAND
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8.5' WOOD WALL
STAND
TARGET
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"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
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BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'CG714S.HAGGARDEASTERN AREA M.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWE
BNYCG715.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG715.dgn5/4/20169:12:53 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016SF
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SHED
SHED
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TIRE COMPOUND
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RANGE INFO SIGN
8.5' WOOD WALL
STAND
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8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
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CG715S.HAGGARDM.MAYEREASTERN AREAINITIAL PHASE 1 SEDIMENT AND EROSION CONTROL PLANC. LOWE
BNYCG720.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG720.dgn5/4/20169:12:55 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CRS

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4
8
5485
485
485
485485485 485
485
490490490
490
490
490
490
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
BUILDING 2
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
GI-1 GI-2
GI-3
GI-4 GI-5 GI-6
CB-6
CB-5 CB-7
CI-1
CI-2
CB-4
CB-3
CB-2
CB-10 CB-15
CB-16
CI-5
CI-4
CI-6
GI-7
GI-8
CB-14
HW-3
HW-2
SD
S
DSDSDSDSDSDSDSDSD
SD
CI-9
CI-7
CB-17
HW-1
CB-1SD15"SD
15"SD18"1
8"24"24"24"SD24"CB-9
CB-11
CB-12
CB-13
15"18"
SD
15"
18"
SD15"CI-3CI-11
18"S
DSD
S
DSD2
4"
1
8"
24"
SD
18"
HW-5
HW-6
18"CI-8
CI-10
CB-8
SD
24"SDSDSDSD
SD
SD
1
5"24"24"24"24
"24"SDGI-9
RD
RDRDSD
RDRDRDRD SD RDRDRD
RDRDRD RD RDRDHW-7
HW-8
HW-9
GI-10
SDSD SDSDSD
18"18"15"15"SD
SD
SD
SD
SD
SD
18"
18"
18"
15"
15"
15"
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
CI-18
CI-19
SD24"SDRD
S
D
SD
15"
CB-19
15"
18"
SD
24"18"15"
24"SD24"HW-16
6"10"6"6"6"6"6"10"6"6"6"6"6"6"6"10"12"SD15"15"6"RD6"
6"6"6"6"12"10"6"6"6"10"6"6"12"6"6"6"6"12"6"FD15"FD15"FD
FD
15"
15"FDFDFD
FDFD15"8"8"8"8"
HW-17
SD SD15"15"6"10"
S
D
24"
SD SD SD SDSDSDSDSDSD SD SD
8"8"8"
8"8"8"8"8"8"24"SDSD8"8"
EXCB-1
SDSD18"8" PERF.
TS
TS
TSTS
RR
TS
RR
RR
RR
INV.IN=479.24
18" CMP
INV.IN=461.31
24" CMP
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
INV.OUT=476.59
18" CMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
INV.OUT=459.17
24" CMP
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=444.97
DI
18" RCP=444.43
EL.=449.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
SPILL
WAY
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIREFIRE BREAKFIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
HEADWALL
"DO NOT ENTER" SIGN
STEPS3' HAND-RAIL3' HAND-RAIL3' HAND-RAIL SIDEWALKSIDEWALKGATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
50'25'0 50'100'150'
GRAPHIC SCALE: 1"=50'-0"N
EASTERN AREA
CG720S.HAGGARDM.MAYEREASTERN AREAOVERALL INTERMEDIATE PHASE 2 SEDIMENT AND EROSION CONTROL PLANC. LOWECG722
CG725
CG723
CG724
CG721
BNYCG721.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG721.dgn6/8/20168:50:47 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

RR
EX1
470
4
7
0 474475
475
475476 4
7
7
478
478478479480 48
04
8
0
4
8
048148
2
482
483483
484484
485485
485
485485486
486
486
486
486 486C
4
8
7
487
487
487
487
487
488
AND SCRUB
SCATTERED TREES
AND SCRUB
SCATTERED TREES
INV.OUT=476.55
18" CMP
INV.IN=478.24
18" CMP
SHED
FIRE BREAK
TIRE COMPOUND
RANGE INFO SIGN
INFO SIGN
RANGE
N
KEY MAP
RR
RR
RR
EX1
C
C
C
C
C
CG725CG724
CG723CG722
CG721
RR
RR
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAK
FIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGERSHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG721S.HAGGARDM.MAYEREASTERN AREAINTERMEDIATE PHASE 2 SEDIMENT AND EROSION CONTROL PLANC. LOWEGL1
1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/16
BNYCG722.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG722.dgn6/8/20168:51:21 AMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016CRS

SF
DC
DC
442
442
442 443443443443443
444 444
444445445445445
4454454
4
5
446446447447447447448448449449450
450
450 450
450
450450450451451451
CB
452452452 453453453
454454
454
C
455455
455455
455
4
5
5
455
4554554554564
5
6
CB
CB
457
457 457
457457457457
457
4
57
457
457
CB
458
458458458458 458
458
458
4
5
8
458 459459
459
459
4
5
9
459
460
460
460
460 460460
460
460460
460
4
6
0460460
460
4
6
0
461
4
6
1
461
462
462
463
463
464
464
465
465
465
465
465
465
4
6
5
466
4
6
6
467
4
6
7
468
4
6
8 4694
6
9
470
470
470
4
7
0
4
7
0
4
7
1 471471472
475
475
4
7
5 475
475
480
480 480BUILDING 2
BUILDING 1
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'
SS CO
CB-6
CB-5 CB-7
CI-1
CI-2
SDMH-1
CB-4
CB-3
CB-2
CB-10 CB-15
CB-14
S
DSDSDSDSDSDSD CB-1SD15"SD
15"SD18"1
8"24"24"24"SD24"CB-9
CB-11
CB-12
CB-13
15"18"
SD
15"
18"
SD
15"CI-3CI-11
CB-8
SD
24"
RD CO
RD CO
RD
RD CO
CO
RD RDRDSD
RDRDRDRD SD RDRDRD CO
RD
RDRDRDRD CO
RD RDRDCO
RD
CO
RD
CO
RD
SDMH-8
CO
RD
RD CO
SDMH-7
SDMH-11
MH-6
SD
SDRD
S
D
15"
18"
SD
24"18"6"10"6"6"6"6"6"10"6"6"6"6"6"6"6"10"12"SD15"15"6"RD6"
6"6"6"6"12"10"6"6"6"10"6"6"12"6"6"6"6"12"6"
FD
15"FDFDFD
FD15"8"8"8"8"
SD SD15"15"6"10"SDMH-12
EXCB-1
SDMH
SS
MH
SS
MH-1
FD
MH-2
FD
TS
????" RCP=195.96
????" RCP=196.10
SUMP=??????
EL.=457.33
DI
18" RCP=443.95
18"???? RCP=444.05
18" RCP=444.05
EL.=451.05
DI
????18" RCP=449.13
????18" RCP=449.33
EL.=456.03
DI
????18" RCP=452.60
????18" RCP=452.70
EL.=456.70
DI
"DO NOT ENTER" SIGN
GATE
SWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
N
KEY MAP
CRS
SFSFSF
SFSF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SKIMMER SEDIMENTATIONBASIN 1
SF
CONTRACTOR
STAGING
AREA
SOIL
STORAGE
AREA
SOIL
STORAGE
AREA
DC
DC
DC
DC
DC
DC
DC
425 425
427
427
427429
429
429429
430
C
C
C
C
C
CG715CG714
CG713CG712
CG711
TS
TS
TSTS
RR
TS
RR
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BREAKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG722S.HAGGARDM.MAYEREASTERN AREAINTERMEDIATE PHASE 2 SEDIMENT AND EROSION CONTROL PLANC. LOWE1 1 REVISED IN ACCORDANCE W ITH AMENDMENT 000206/08/16
BNYCG723.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:SHEET 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 CODEDESCRIPTIONMASON & HANGERP:\014201 STG Complex Ft Bragg\CAD_BIM\_Sheets\05_Civil\BNYCG723.dgn5/4/20163:24:37 PMFORT BRAGG, NCSOF SPECIAL TACTICS FACILITY, PHASE 269 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-04SITEFY16, PN 76513W912PM-16-R-0005READY TO ADVERTISEMAY 2016

RR
RR
SF
SF
SFTDTDTDTDTDTDTDDC
DC
DC
443 443444
4
4
4
445
445
445 445445446 446447 447448
44
8
44
9
450
450
450
450450
4
5
0
450
45045145145245245
2
45
2453 45
3
45345
3
454
45
4 455455
45
5
455
455
45
5
455
455456
456
456457 457457
457
458458
458
45
8
45
8
459
459
459 45
9
460
460460
460
46
0
460460 46
0
460
460
460
460
46046
1
46
2
463
C
4
6
4 465465
4
6
5
465
465
465
466
466
467
467
468
468
469
469
47
0
470
470
470
470
471
472
472
473
474
47
5
475
476
CI-5
CI-4
CI-6
GI-7
GI-8
HW-3
HW-2
SD
CI-9
CB-17
18"S
DSD
S
DSD2
4
"
1
8
"
24"
SD
18"
HW-5
HW-6
18"CI-8
CI-10
SDSDSDSD
18"18"15"15"SD
SD
SD
18"
18"
18"
CI-12
CI-13
CI-14
CI-15
CI-16
CI-17
SDMH-10
SD
15"
CB-19
15"
HW-16
S
D
2
4
"SD8"SD18"SDMH-2
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE FI
RE BREAKFIRE BREAK
N
KEY MAP
RR
RR
C
C
C
C
C
CG725CG724
CG723CG722
CG721
RR
RR
BUILDING 1
GEN
FFE LEVEL 1 = 443.67'FFE LEVEL 2 = 459.00'
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
10' CHAIN LINK W/ BARBED WIRE
RIP RAP
GRAVEL ROAD
10' CHAIN LINK W/ BARBED WIRE
SHED
SHED
FIRE BREAKFIRE BRE AKFIRE BREAK
TIRE COMPOUND
FLAG POLE
WARNING LIGHT
RANGE INFO SIGN
8.5' WOOD WALL
STAND
TARGET
8.5' WOOD WALL
STAND
TARGET
UN-NAMED ROAD (ASPHALT GOOD COND.)
"DO NOT ENTER" SIGNSIDEWALKGATESWING
"DO NOT ENTER" SIGN
STOP SIGN
WALL
BOLLARD(S)
INFO SIGN
RANGE
SUBMACHINE GUN" SIGN
SHOTGUN
PISTOL
"RANGE 88B
BEFORE USING RANGE" SIGN
REPORT TO MANAGER
SHOOTING HOUSE
RANGE 88C
"NO VEHICLES BEYOND THIS POINT/
GENERAL NOTES
2.

1.
PLANS FOR ADDITIONAL GRADING REQUIREMENTS.
SLOPES AND GRASSED. SEE THE EROSION CONTROL
DISTURBED AREA SHALL BE GRADED TO MATCH EXISTING
REFER TO SHEET C-001 FOR GENERAL NOTES.
TSD
CRS
LEGEND
DC
RECP
GL1
SF
TS
RR
TD
LIMIT OF CONSTRUCTION/CLEARING
LIMIT/LIMIT OF DISTURBANCE
SILT FENCE
REFER TO DETAIL 2, SHEET CG804
ROCK CHECK DAM
REFER TO DETAIL 1, SHEET CG809
DUST CONTROL
CONSTRUCTION ENTRANCE
REFER TO DETAIL 1, SHEET CG804
TREE PROTECTION FENCE
REFER TO DETAIL 2, SHEET CG809
TEMPORARY SEEDING
SKIMMER SEDIMENT BASIN
REFER TO DETAIL 1, SHEET CG807
RIPRAP OUTLET STABILIZATION
REFER TO DETAIL 1, SHEET CG805
HARDWARE CLOTH AND GRAVEL INLET
PROTECTION. REFER TO DETAIL 1,
SHEET CG803
SOIL STABILIZATION MATTING
REFER TO SHEET CG806
PERMANENT GRASS LINED CHANNEL.
REFER TO DETAIL 2, SHEET CG808
TEMPORARY SLOPE DRAIN
REFER TO DETAIL 1, SHEET CG808
CONSTRUCTION ROAD STABILIZATION
GROUNDCOVER FOR AREAS WITH 3:1
SLOPES OR GREATER MUST BE PROVIDED
WITHIN 7 DAYS OF DISTURBANCE
CONSTRUCTION FENCE
TEMPORARY DIVERSION
REFER TO DETAIL 4, SHEET CG809
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EASTERN AREA
CG723S.HAGGARDM.MAYEREASTERN AREAINTERMEDIATE PHASE 2 SEDIMENT AND EROSION CONTROL PLANC. LOWEGL2