SW6190102_Plan (Set)_20190329

BSDCG101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG101.dgn3/29/201911:50:28 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
GI-17B

WM
FORMER
TRANS-RD6"
6"
6"RDRD6"10"10"RD RD
RD
6"RDRDRD
CO
CO
CO
2:1
2:1
2
:1
2
:1 2:12:1
2:13:13:13:13:13:13:1
3:13:13:13:12:1
2:12:1
WETLANDS
JUNCTION BOX
492 491 489 488 487 486 484 483 482 481 479 478 477 476 474 473 472 471 469 468 467 466 464 463 462 461 459 458 457 456 454 453 452 451 449 448 447 446 444 443 443 444 444 443 442 441 439 439 441 442 443 444
449
448447446
459
458
457
456
454
453
452
451
469
468
467
466
464
463
462
461
479
478
477
476
474
473
472
471
474
474
471
471
471
471
472
473
474
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
481
464
463
451
469
10pi
6CD
8CD
6CD
8
8
8
10
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
12
12
8

5

GI-17
GI-17ASD15"SS CO
SSMH
4234254
2
5
424426426
427
428427
430
4
3
0
429
4314
3
1
432433
433432433432433434
434434434434435435435436436 436
436436437437
437
4374374
3
9
438439
4
3
9
438
438
439
438
440440
440
440
440
440 4 4 0
441441BIO-RETENTION
BIO-RETENTION
441
441442442441441 441
442 4
42
4
41441
442
441
442
443443444
444444 444443443443
444
444
44
3
443
444
443
444
445445
445
445
445
445
4454
45445445
445 44544544544
5445
445 447447447
446
446447447446447446
447
446
447
446
447
446
448 448448448448
448448448448
448448448448
4
4
8
448
450450450450450 450450450450449CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
RD CO
450
450
450450450450450450490485480475470465460455450445 440 440 445
450
460
455
470
465
480
475
475 475
470
470
465
460
450
455
465460 470
12
450
450
450450
450
450450 450450
4
5
0450 449449449449
449
4
4
9
449
4
4
9
449
450
450
450450
450
4514504
5
1
451451451
451 451451
451
4
5245245245345210
453452
452
453
452
453 452453452
453
452
45345445445445445445512
10
10
454
454
454 454454
4
5
4
4554554 5 5
455
455
455
455455
455
4
5
54558
10
455
4
5
5
455
455 455455455455455
455455
455 455456
456
456
456455455
456
455
4
5
6
457
18"CMP
457458
457
458
457
458 4584
574584
5
745
8
459
459GATE
INV.-457.32
HW
C
10459459
459
459
459
459460460
460
461
460460460460
460
460
460
460461461461461461461461 461
461 461461461
460
460
461
461
461
461461461461 461461
461
460
460
460
460
460
461461
461
461
461
461462461461 4604604604BO
8
12
460
460
460
460 4604604604
6
0 460460460460461
461 461461
461
461
461460
460
460
460
460
4
60460
461
461
18"CMP
462
462
462462462462462462
462
462 462
462462
462
462
462
46246
2
462
462
462
462
462
462462 462 462462
462
462
462462462462462462462
12
462
462462
462
462
462
462
462462
462
46246215"C
M
PTOP-463.20
INV.-460.00
YI
INV.-461.34
TOP-463.24
YI 464464464
463 464463 4
6
3
463464
463 463
464
463
463
464
463
46424"464
463
463463463 464463
4
6
3
4
6
3
463
463
463
4
6
34
6
4
4
64
464
463
463
464
464
463
463
463463463
463
463
463
464464464
4
6
3
464464464
464
463
464464463 464463463463
463
463
463464464464 464
4634 6 4
463463464
463
464464464
GATE
C
10
12
10
4634
6
3 464464
463
464 464464
463
464
463 464
463
464
464
463
464463463 4
6
4 464463464
463
463
464
464
464463
EJB
4 6 5
465 465465465465
465
4654654
6
5
4 6 5
465465465465465465465465
465 465465465465
465
4
6
5
465
465
4
6
5
465465465
4654
6
5465
465
4
65465465
465465465
465
465465465465
4654658' CHAIN LINK FENCEC
8
8
10
465
46
5
465
465
4 6 5
465
4654
65465 465 4654
6
5 46
5 465465465465465
465
465
465
4
6
5
465 4654
6
5
465
4
6
5465466467
466
466
467 466
466 467467 467
467
466
466
467466
467
466 467
467466
467466 467 467
467466
46610467466466466466466
467467 467
467
466
46
6466466 466466
466 467467466467
466
467
467
466
4 66
466
467
467466
4
6
4
463
467
467466
12' CHAIN LINK FENCE
4
6
9
468
469
468
468
468
468
C469468
468
468468468
468
469
468
468468469
468
469 469
468
468
469
469468
462
461
468
469
469468469
469
469 470470470470470470470EM
TRANSFORMER
12
12
470
470
470
470470470470470470
4
7
0
4
7
0
470
470470470
470470470
4
7
0
470
8
6
471
471
471
471471472
471
4
7
2
471
472
471RD 473
WELLHEAD
& PUMP
8
8
10
1010
10
12
12
6
8
8
8
8
8
8
12
10
10
10
10
6
8473 473
4
7
3475475
475475475
4
7
4475
10' CHAIN LINK FENCE
6BO
10
12
10
12
8
8
8
10
6475475475475475474 474475475
4
74
476
4
7
6
476C
6BO
6BO
10
8
8
10
8
8
8
8
8
6
6476 476
47
6476CO
RD CO
RD478478477477477477478478 6BO
6BO
8
10
8
8
8
8
10
10
8
8
8
8
12
12
8
10
6
6
6477478 4774774
7
8
478
478
479479479479
10
10
8
8
10
12479 4794
7
9
479
4
7
9
4804
8
0
480
480480 480480
481
481480
10
8
10
10480480480480480481 481481
481480480
4824828
8
8
8
8
10
6482483 4828484
8" PER
F48548548548512
8
8485485485486487
8488489490490490490490490491494SD
SD SDSDSDSDSDSD
SD
SDSD
SD
SD
SD
SD
SDSDCB-7
CB-6
CB-5
CB-3
CB-2 CB-1
GI-8
GI-1GI-2GI-3
GI-4
SD
CB-16
CB-17
CB-18
CB-19
CB-13
CB-12
CB-21
CB-22
SD SD
GI-7 GI-6
GI-5
GI-9GI-10GI-11GI-12
GI-13
GI-14GI-15
CB-8
CB-20
CB-25
SD
SD
SS CO
SS COSDSD GI-19
GI-18
MH
SS
MH
SS
MH
SS
MH
SS
HW-1
HW-2
MH
SS
MH
SS
MH
SS
MH
SS
HW-5
HW-6
HW-7
CI-1
CI-2
CI-3 SDSDSDSDSDCB-24
GI-16 SDCB-4
SDSDGI-20SD
SDSD
SD
SD
SD
SDS
D
SDSDSDSDSDSDSDSDSD2
4"24"
24"
24"24"15"SD15"
15"15"18"
15"SD15"SD18"18"SD18"SD18"18"
SD
18"15"24"24"SD
24"15"15"15"15"15"18"18"18"24"15"24"24"24"18"18"CB-9
CB-10
CB-11
CB-14
CB-15
CI-4
CI-5
CI-6
CI-7
HW-8
HW-9
8" PERF.8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.15"SDSDSDSS CO
SD
15"
S
D24"
MH-1
SD
MH-3
SD
MH-2
SD
MH-4
SD18"SD
SD
SD
SD
SD 8" PERF.
SD
SD SDSD15"15"15"15"15"SD SD18"15"
CB-26
CB-27
RDRDRDRD10"S
DSD
RD RDRD RDRD
RD RD
RD RDRDRDRDRD6"6"10"6"6"6"6"6"6"6"10"
10"6"6"6"
10"6"6"6"6"10"10"
6"
6"6"6"6"6"6"10"10"6"6"6"6"6"10"6"6"10"RDRDRDRD6"6"10"6"10"SD SDSD6"10"RDMH-9
SD
MH-8
SD
MH-5
SD
MH-7
SD
MH-6
SD
15"15"15"SDCB-2818"24"8" PERF.8" PERF.SDSDGI-18A
GI-18B
GI-18C
GI-18D
BUILDING 3
FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 464.00'
GEN
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
0-9116
BUILDING
0-9117
BUILDING
FFE-470.05
0-9012
BUILDING
METAL
1 STORY
GATE
FFE = 466.00'
BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)
(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEP SDHW-3
HW-4
10
" PERF
.SD
SD
10" PERF
.SD
10" PERF
.SD
10" PERF
.SD
10" PERF
.CO
CO8" PER
FPERF8"
12"
TRANSFORMER
CO
RD
8" PER
F.8" PER
F.
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)
SIDEWALK
SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
TRANS-
10
10
10
12
12
10
12
464463 464465465465465466
467
466466466
466
467
468
46910 8
8
10
10
10
8
8
8
8
15"
CB-26
CG101S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWEGENERAL NOTES
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
PLANS.
REFER TO LP SERIES DRAWINGS FOR LANDSCAPE
PLAN AND PROFILES.
REFER TO CP SERIES DRAWINGS FOR ROADWAY
VERTICAL CONTROL.
REFER TO SHEET CS101 FOR HORIZONTAL AND
4.
3.
2.

1.OVERALL80'40'0 80'160'240'
GRAPHIC SCALE: 1"=80'-0"N
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
PHASE 2 BY OTHERS
REFER TO SHEET CU401
NEW FIRE WATER TANK
PARTITION
WOODPECKER)
RCW (RED COCKADED
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'AMENDMENT 00204/171 1 CG113
CG110
CG114
CG112
CG111
CG115 CG116 CG117
BSDCG110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG110.dgn3/29/201911:50:40 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
499
498
497
496
494
493
499
498
497
496
10
10
10
10
10
10
12
12
495
495
4BO
4BO
4BO
4BO
4754784794798
8
8 4804854904904914924948' CHAIN LINK FENCE
493494495495495496497498499 WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDINGMETAL1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG110S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
BSDCG111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG111.dgn3/29/201911:50:59 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
T
T RDRDRD
2
:1
2
:1 2:13:12:1
492 491 489 488 487 486 484 483 482 481 479 478 477 476 474 473 472 471 469 468 467 466 464 463 462 461 459 458 457 456 454 453 452
SS CO
SSMH
BIO-RETENTION AREA 5
CO
RD
CO
RD
CO
RD
CO
RD
490 485 480 475 470 465 460 455
455
455455461
460
460
460460
460460462
462
462
462
462
462
462462462462462
463463463
463
463
463463463463
4 6 4
463463464
463
464464464465465
465465
465
465
465465465465
465465465465465466467468469470470
470470470470471472473475475
475475475474476
476478478477477
477478479479480480
480480 480481482483484485485485485486487488489490490490490491FFE = 466.00'
BUILDING 7
BUILDING 5
FFE = 463.00'
GEN
FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)
(OPTIONAL
FFE = 466.00'STEPSDSD
SDCB-7
CB-6
GI-3
GI-4
SD
CB-8
DYH
SD SDSD18"18"
SD
18"15"24"
CB-9
CB-10
CB-11
CB-14
8" PERF.
S
D24"
SDRDRDRD10"S
DSD
RD RDRD RD6"6"6"10"10"6"6"6"6"6"6"10"10"6"SDSDMH-7
SD
MH-6
SD
15"15"18"DYH464.80
465.92
462.92
462.92
462.92
462.92
462.92
462.33
462.33
462.33
462.33
462.33
464.25
461.85
462.75
462.75
461.50 461.36
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.33 465.33
465.33
465.33
465.79
465.79
465.79
465.79
465.79
465.92
465.33
465.92
465.33
465.33
465.33
465.33
465.33
465.66
465.84
464.95
464.95464.95
464.95
465.00
465.00
465.00
465.00
462.64462.64
462.75
262.80262.80
262.50
262.50
262.75
462.68
462.62
462.58
462.70
462.20
BC 462.30
TC 462.80
BC 462.25
TC 462.75
462.89
BC 464.51
TC 465.01
TOP STEP 465.64
BOT STEP 465.14
BC 462.85
TC 463.35
463.04
462.47
462.39
33+0018+0019+0020+00
21+00
2
2
+
0
0
23+0024+00 25+00
CP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
PC 19+35.40 PT 20+42.21PC 21+24.53PT 22+31.34
PC 22+99.21
PT 23+96.60PI 20+03.40PI 23+61.21
PI 21+92.53
CO
RD
WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG111S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
SHEET NOTES
1
1
PROFILE "K"
PROFILE "R"
PROFILE "J"
PROFILE "J"
PROFILE "S"
PROFILE "J"
PROFILE "M"
BACK WALL OF ENCLOSURE
PROVIDE WEEP HOLES AT 3' - 4' SPACES MINIMUM AT
BARN AREA OF BUILDING
PROVIDE ROOF DRAIN SYSTEM TO SARBUILDING 7:
OPTIONAL BID ITEM 5 - SAR BARN AREA OF SOF STF
2
2
CONSTRUCTION CLARIFICATION10/22/181
1 1 1
1
BSDCG112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG112.dgn3/29/201911:51:12 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
GI-17B
T
RD6"
6"
6"RD6"10"RD RD
RD
6"3:13:1
3:13:13:13:1451
10pi
8
8
10
10
10
10
10
10
10
10
8
GI-17
GI-17ASD15"BIO-RETENTION AREA 4
BIO-RETENTION AREA 6
BIO-RETENTION AREA 1
AREA 2
BIO-RETENTION
442442441444
444444 444443443445
445445 445445447447
446
446447447446447448448448448
448448448CO
RD
CO
RD
450
450
450450450450450450 12
450450 4504
5
0450 449449449449 4504
5
1
451451451 45245245345210
453452
452
453 454454454454454
45510
10
454
454
455
455455
4
5
54558
10
455 455455455
456
456
457
457458
457
458
INV.-457.32
HW 459460
460461461461461461461461461461
461461
461
460
461
461
46146246146046046012
460 461462
462
462
4
6
2
462
462462462
24"12
4
6
5
12
FFE = 462.00'
BUILDING 4
FFE = 463.00'
BUILDING 5
SDSDSDSDSD
SD
GI-1GI-2
CB-18
CB-19
CB-13
CB-12
GI-6
GI-5
SD
GI-19
GI-18
MH
SS
HW-1
HW-2
MH
SS
HW-5
HW-7
CI-1
CI-2
CI-3 SDSDSDSDSDSD24"
SD
24"18"18"18"24"15"24"18"18"8" PERF.SDSDMH-1
SD DYH
MH-4
SD18"SD 8" PERF.
SD SDSD15"15"15"15"RD SD24"8" PERF.8" PERF.SDSDGI-18A
GI-18B
GI-18C
GI-18D
462.92
462.92
462.92
462.92
461.92
461.92
461.92
461.92
461.92
461.92
461.92
461.92 461.92
461.92
461.33
461.33 461.33
462.33462.33
462.33
462.33
462.33
462.33
461.92
462.68
462.62
462.70
BC 462.20
TC 462.70
462.76
462.58
BC 462.10
TC 462.60
462.20
BC 462.40
TC 462.90
BC 462.15
TC 462.65
462.74
462.62
BC 462.15
TC 462.65
BC 462.08
BC 462.10
461.56
461.56
461.60
462.55
462.15
TC 462.15
TC 462.15
BC 461.55
TC 462.05
BC 461.50
TC 462.00
BC 461.79
TC 462.29
BC 461.40
TC 462.90
BC 461.60
TC 462.10
BC 462.20
TC 462.70
462.60
462.17
461.52
461.52
461.82
461.82461.90
462.04
461.52
461.52
462.10
462.15
462.15
462.18
461.67
52+00
25+00 26+00
27+00PC 25+92.17PT 26+65.99
PI 26+39.17
SDCP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
HW-3
HW-4
10
" PERF
.SD
SD
1
0
" PERF
.SD
1
0
" PER
F
.SD
10
" PER
F
.SD
10
" PERF
.WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDINGMETAL1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PADSWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG112S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
BASE BID
TO BE CONSTRUCTED PER
ALL BIORETENTION AREAS
NOTE:
SHEET NOTES
1
OF DITCH.
PROVIDE 1.5' OF D50=8" RIPRAP FOR FULL WIDTH
1
1
PROFILE "I"
PROFILE "L"
PROFILE "A"
PROFILE "J"
PROFILE "M"
PROFILE "N"
PROFILE "L"
PROFILE "A"
PROFILE "H"
PROFILE "C"
PROFILE "B"
PROFILE "C"
PROFILE "L"
1 1 CONSTRUCTION CLARIFICATION10/22/181
1
1
BSDCG113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG113.dgn3/29/201911:51:24 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
494
493
492
491
489
488
487
486
484
483
482
10
10
10
10
10
10
10
10
10
10
10
490
485 4754
76
10'4774774788 480480
481
481482482485485485485490 WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG113S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
SHEET NOTES
1
OF DITCH.
PROVIDE 1.5' OF D50=8" RIPRAP FOR FULL WIDTH
1
1
1
BSDCG114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG114.dgn3/29/201911:51:36 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
2:1
2:1
2:13:13:1479
478
477
476
474
473
474
474
481
8
10
BIO-RETENTION AREA 7
BIO-RETENTION AREA 9
BIO-RETENTION AREA 11
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
RD CO
480
475
475 475
460
460
461
461
4
6
0
461
462
462
462
462
464
4
6
3
4
6
3
463
463
463
464464
463
463
464
464
4
6
3
463
4
6
3
464464464 464
4634
6
3
4
6
4
465465465
465
465 465465465465
465 465465
465465465
4
6
54
6
4
463
462
461470470470
470470RD 8
10
10
12
64754754
7
4
10' CHAIN LINK FENCE
10
12
104754754754768
10
479
12
4
8
0
480480 4804808
8
12FFE = 466.00'FFE = 466.00'
BUILDING 7
(OPTIONAL BID ITEM 4)BUILDING 8SD
SD
SD
SDSD
SD
CB-5
CB-3
CB-2 CB-1
GI-8
SD
GI-7
GI-11GI-12
GI-15
SS CO
SDMH
SS
MH
SS
GI-16
DYHCB-4
15"SD15"SD18"18"SD18"8" PERF.
8" PERF.
8" PERF.
SD
SD
SD
RD
RD RD
RD RDRDRDRDRD6"6"10"6"6"6"6"6"6"6"10"
10"6"6"6"
10"6"
6"6"6"10"6"10"SD6"10"RDMH-9
SD
MH-8
SD
MH-5
SD
15"
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.33465.33
465.33
465.33
465.33 465.79
465.79
465.79
465.79
465.79
465.79
465.79 465.33
465.92
465.33
465.33
462.75
465.95
465.65
465.92
465.92
465.92
465.92
465.92
465.92
465.92
465.79
465.79
465.33
50+00 51+00
50+00 51+00
50+00 51+00
30+0031+0032+0012+0013+0014+0015+0016+0017+00CP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
CP120
REFER TO SHEET
ROADWAY "B"PC 14+72.88PT 15+51.42PI 15+22.88WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG114S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
BASE BID
TO BE CONSTRUCTED PER
ALL BIORETENTION AREAS
NOTE:
SHEET NOTES
1
OF DITCH.
PROVIDE 1.5' OF D50=8" RIPRAP FOR FULL WIDTH
1
1
PROFILE "N"
PROFILE "O"
PROFILE "P"
PROFILE "J"
PROFILE "R"
PROFILE "J"1 CONSTRUCTION CLARIFICATION10/22/181
1
1
BSDCG115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG115.dgn3/29/201911:51:57 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
WM
T RD10"CO
CO
CO3:1JUNCTION BOX
464
463
8
8
10
10
10
12
8
8
10
BIO-RETENTION AREA 8
BIO-RETENTION AREA 10
AREA 3
BIO-RETENTION
465460455 458
459
459459
460
460 461461 461
461
461
461
461
461461
461461
4BO
460
460460
461
461
461
18"CMP462 462462
462462 462
462
462462
462462 462 462462462
462
15"CM
PTOP-463.20
INV.-460.00
YI
INV.-461.34
TOP-463.24
YI
463
463463463 464463 463
464464464464
464464464
464
463
464464463
463
463463464463
464 464464
463 464
463
463
464 465465465465
4
6
5
465
465465465
4654 6 5
465
465465465465 465465
466 467467 467
467
466
466
467
466 467
467466
467466 467
467466467466
466
466466 467467
466466466467467466
466
468
468
468
468469468
468468468
468
469468
469
469
469
EM
TRANSFORMER
12 4704708
WELLHEAD
& PUMP
8
10
10
12
12
6BO
10
8
8
6BO
6BO
10
10
8
8
CO
RD CO
RD
6BO
8
10
10
8
8
10
108" PERFFFE = 463.25'
STAGING AREA
CONTRACTOR
BUILDING 6
BID ITEM 3)
(OPTIONAL SDSD
CB-16
CB-17
CB-21
CB-22
SD
GI-9GI-10
GI-13
GI-14
CB-20
CB-25
DYHSS CO
MH
SS
MH
SS
MH
SS
MH
SS
HW-6
CB-24 SDSDGI-20SD
SDSD
SD
SD
SD
SDS
D
SDSDSDSDSDSDSDSDSD24"24"
24"
24"24"15"SD15"
15"15"18"15"15"15"15"15"24"24"CB-15
CI-4
CI-5
CI-6
CI-7
HW-8
HW-9
8" PERF.
8" PERF.15"SDSS CO
SD
15"
MH-3
SD
MH-2
SD
SD 15"SD SD18"15"
CB-26
CB-27 6"6"6"6"10"6"6"10"RDRDRDRD
CB-28
463.17
463.17
463.17
463.17
462.58 462.58
462.58
461.33 461.33
462.58
52+00
52+00
10+00 11+00 12+00 12+50
10+0011+0028+0029+0030+0031+00
3
2
+
0
0
33+00
CP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
CP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
CP110 THRU CP117
REFER TO SHEET
ROADWAY "A"
CP130
REFER TO SHEET
ROADWAY "C"
PC 29+43.37
PT 32+44.97PI 31+35.3712+00
10+0010+0010+00
11+00
13+00
13+69
PC 11+64.57 PT 13+13.48PI 12+42.67PI 12+42.679+909+90
FFE-470.05
0-9012
BUILDING
METAL
1 STORY
CO
CO8" PERFPER F8"
12" 8" PERF.8" PERF.
ROAD (ASPHALT GOOD COND.)
WM
N
FORMERTRANS-
WETLANDS
JUNCTION BOX
KEY MAP
GATE
C
GATE
C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPCG114CG113
CG112
CG111CG110
CG115 CG116 CG117
TRANSFORMER
LTP
LTP
LTP
LTP
LTP
RIP RAP
STOP SIGN
STOP SIGN
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. PADENTRY GATE
ON. CONC. PAD
SWING GATE
"DO NOT ENTER" SIGN
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
SIDEWALK
3' HAND-RAIL
GENERAL NOTES
7.
6.
5.
4.
3.
2.

1.
STORM PROFILES.
REFER TO SHEETS CG201 THROUGH CG204 FOR
RATED FOR HS-20 LOADING.
DRAINAGE STRUCTURES IN PAVEMENT SHALL BE
ALL FRAMES, GRATES AND COVERS FOR ANY
DRAINAGE SCHEDULE.
REFER TO SHEETS CG601 THRU CG602 FOR STORM
DPW ON REMOVAL PROCEDURE.
CONSTRUCTION AND TO CONSULT WITH FORT BRAGG
OFFICER IF A UST IS ENCOUNTERED DURING
HOWEVER, IMMEDIATELY CONTACT THE CONTRACTING
ANTICIPATED TO BE FOUND DURING CONSTRUCTION.
NO UNDERGROUND STORAGE TANKS (UST) ARE
LIEU OF RCP PIPE FOR ANY DRAINAGE STRUCTURE.
MAY USE STEEL REINFORCED HDPE PIPE (SRHDPE) IN
THAN 12" IN DIAMETER TO BE PVC. CONTRACTOR
(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 III UNLESS NOTED.
PERMANENT EROSION CONTROL REQUIREMENTS.
AND CG801 SERIES FOR ADDITIONAL GRADING AND
EXISTING SLOPES AND GRASSED. REFER TO CG701
DISTURBED AREA SHALL BE GRADED TO MATCH
NOTES.
REFER TO SHEETS C-001 AND C-002 FOR GENERAL
LEGEND
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.
CG115S.HAGGARDM.MAYERGRADE AND DRAIN PLANC. LOWENGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
SHEET NOTES
1
1
1
BASE BID
TO BE CONSTRUCTED PER
ALL BIORETENTION AREAS
NOTE:
PROFILE "B"
PROFILE "A"
PROFILE "A"
PROFILE "C"
PROFILE "C"
PROFILE "G"
PROFILE "E"
PROFILE "F"
PROFILE "Q"
PROFILE "C"
PROFILE "B"
2
2
CONNECT TO EXISTING CATCH BASIN.
MANHOLE.
CONNECT EXISTING 15" STORM PIPE TO NEW STORM
ROOF DRAIN SYSTEM TO BUILDING 6.
PROVIDE OPTIONAL BID ITEM 3 - SOF STF BUILDING 6:
3
3 1 CONSTRUCTION CLARIFICATION10/22/181
1
1
BSDCG508.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\05_Civil\BSDCG508.dgn3/29/201911:46:45 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
NOT TO SCALE
DETAIL1
SPIGOT JOINT)
R.C.PIPE (BELL &
(FOR 36" RCP)
BEEHIVE CASTING
CLASS A CONCRETE
CLASS A CONCRETE
(FOR 36" RCP)
BEEHIVE CASTING
CONCRETE
4" MIN CLASS A
SURFACE FLOW
2-3" OF 3/8" GRAVEL
OVER PIPE
2-3" COVER
SURROUNDING GRADE
MINIMUM OF 6" FROM THE
LEVEL AND DEPRESSED A
RETENTION AREA SHALL BE
2, THIS SHEET
REFER TO DETAIL
WITH BEEHIVE GRATE.
PIPE CATCH BASIN
8" MINVARIES 2'-0" MIN4"6" MIN
6" MIN
6" MIN
36"
36" RISER
NOT TO SCALE
DETAIL2
PIPE CATCH BASIN WITH BEEHIVE GRATE
LOW IMPACT BMP
BIO RETENTION BASIN
LOW IMPACT BMP
PAVED AREA
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
SUBGRADE COMPACTED 90%
12" MIN
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
NCDOT #67 CRUSHED ROCK
INVERT*
PERFORATIONS AT THE
PIPE *PLACE PIPE WITH
8" PERFORATED PVC
PIPE INTO RISER
TIE 8" PERFORATED PVC

TYP
TYP

ROCK
LANDSCAPE
INFILTRATION AND STORAGE ABILITY OF THE BASIN. REFER TO TABLE FOR DEPTH OF STONE EACH BASIN.
**NCDOT #67 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 24" BUT MAY BE DEEPENED TO INCREASE THE
REFER TO PLANS FOR FINISH GRADES.
POLLUTANTS ARE REMOVED ON THE SURFACE OF THE BIORETENTION CELL RATHER THAN WITHIN THE CELL.
TSS OR PATHOGENS IS THE TARGET POLLUTANT, THE HIGHER PERMEABILITY CAN BE USED BECAUSE THESE TWO
RATE FOR PERCENT FINES BETWEEN 8 AND 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
THAT ARE CONSTRUCTED OF HIGH P-INDEX SOILS CAN EXPORT PHOSPHORUS.
(HARDY ET. AL., 2003 AND HUNT ET. AL., 2006). THE P INDEX IS AN EXTREMELY IMPORTANT DESIGN ELEMENT. CELLS
BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND 30, REGARDLESS OF THE TARGET POLLUTANT
BE ANALYZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL ANALYZED. THE P INDEX FOR
OF THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHALL BE SENT TO NC DEPARTMENT OF AGRICULTURE [NCDA] LABS TO
IS THE TARGET POLLUTANT, LOWER (8 PERCENT) FINES SHOULD BE USED. ADDITIONALLY, THE PHOSPHORUS CONTENT
CONTENT SHOULD BE RESERVED FOR AREAS WHERE TN IS THE TARGET POLLUTANT. IN AREAS WHERE PHOSPHORUS
(SILT AND CLAY), AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS). HIGHER (12 PERCENT) FINES
SOIL MIX OF 85 TO 88 PERCENT BY VOLUME SAND (USDA SOIL TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES
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 TABLE BELOW.
VARIES. SEE
HEIGHT OF RISER
*SEE NOTE BELOW
30" MIN. ENGINEERED SOIL
BELOW
** SEE NOTE
ZONE
STORAGE
WATER
INTERNAL
CG508S.HAGGARDM.MAYERSTORM DRAINAGE DETAILSC. LOWE
BSDLP101.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP101.dgn3/29/201911:03:35 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
GI-17B

WM
FORMER
TRANS-RD6"
6"
6"RDRD6"10"10"RD RD
RD
6"RDRDRD
CO
CO
CO
2:1
2:1
2
:1
2
:1 2:12:1
2:13:13:13:13:13:13:1
3:13:13:13:12:1
2:12:1
WETLANDS
JUNCTION BOX
499
498
497
496
494
493 492 491 489 488 487 486 484 483 482 481 479 478 477 476 474 473 472 471 469 468 467 466 464 463 462 461 459 458 457 456 454 453 452 451 449 448 447 446 444 443 443 444 444 443 442 441 439 439 441 442 443 444
449
448447446
459
458
457
456
454
453
452
451
469
468
467
466
464
463
462
461
479
478
477
476
474
473
472
471
474
474
471
471
471
471
472
473
474
466
466
466
464
463
462
461
459
458
457
456
454
453 452 451
454 454
449
448
447
499
498
497
496
494
493
492
491
489
488
487
486
484
483
482
481
464
463
451
469
10pi
6CD
8CD
6CD
8
8
8
10
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
10
10
10
10
10
10
10
10
10
10
10
12
12
8
12
12

5

GI-17
GI-17ASD15"SS CO
SSMH
4234254
2
5
424426426
427
428427
430
4
3
0
429
4314
3
1
432433
433432433
4
32433434
434434434434435435435436436 436
436436437437
437
4374374
3
9
438439
439
4
3
8
438
439
438
440
440
440
440 4 4 0
442442441441441
442 4
4
2
44
1441
442
441
442
444
444444 444443443443
444
444
4
43
443
444
443
444
445
44544
5445445
445 44544544544
5445
445447447
446
446447447446447446
447
446
447
446
447
446
448448448448
448448448448
448
448
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
CO
RD
RD CO
450
450
450450450450450450495
490 485 480 475 470 465 460 455 450 445 440 440 445
450
460
455
470
465
480
475
475 475
470
470
465
460
450
455
495
490
485
465460 470
12
450
450
450450
450
450450 450450
4
5
0450 449449449449
449
4
4
9
449
4
4
9
449
450
450
450450
4504504
5
1
451451451
451 451451
45145245245345210
453452
452
453
452
453 452453452
453
452
45345445445445445445512
10
10
454
454
454 454454
4
5
4
455
455455
455
4
5
54558
10
455
4
5
5
455
455 455455455455455
455455
455 455456
456
456
456455455
456
455
4
5
6
457
18"CMP
457458
457
458
457
458 45845
74584
5
7
4
58
459
459GATE
INV.-457.32
HW
C
10459459
459
459
459
459
460
460
460
460461461461461461461461 461
461 461461461
460
460
461
461
461
461461461461 461461
461
460
460
460
460
460
461461
461
461
461
461462461461 4604604604BO
4BO
4BO
4BO
4BO
8
12
460
460
460
460 4604604604
6
0 460460460460461
461 461461
461
461
461460
460
460
460
460
460460
461
461
18"CMP462 462462
462462
462
462 462
462462
462
462
462
462462
462
462
462
462
462
462462 462 462462
462
462
462462462462462462462
12
462
462462
462
462
462
462
462462
462
46246215"CM
PTOP-463.20
INV.-460.00
YI
INV.-461.34
TOP-463.24
YI 24"464
463
463463463 464463
4
6
3
4
6
3
463
463
463
46
3
4
64
4
6
4
464
463
463
464
464
463
463
463463463
463
463
463
464464464
4
6
3
464464464
464
463
464464463 464463463463
463
463
463464464464 464
4634 6 4
463463464
463
464464464
GATE
C
10
12
10
4634
6
3 4644
64
463
464 464464
463
464
463 464
463
464
464
463
464463463 4
6
4 464463464
463
463
464
464
464463
EJB 465465465465465465
465
465 465465465465
465
4
6
5465
465
4
6
5
465465465
4654
6
5
465
465465465465
465465465
465
465465465465
4654658' CHAIN LINK FENCEC
8
8
10
465
4
6
5
465
465
4 6 5
465
46546
5465 465 4654
6
5
4
65 465465465465465
4
65
465
465
4
6
5
465 4654
6
5
465
4
6
5465466467
467 467
467
466
466
467466
467
466 467
467466
467466 467 467
467466
46610467466466466466466
467467 467
467
466
4
66466466 466466
466 467467466467
466
467
467
466
4 66
466
467
467466
4
6
4
463
467
467466
12' CHAIN LINK FENCE
468
468
468
468
C469468
468
468468468
468
469
468
468468469
468
469 469
468
468
469
469468
462
461
468
469469468469
469
469470470470470470470 EM
TRANSFORMER
12
12
470
470
470
470470470470470470
4
7
0
4
7
0
470
470470470
470470470
4
7
0
470
8
6
471
471
471
471471472
471
4
7
2
471
472
471RD 473
WELLHEAD
& PUMP
8
8
10
1010
10
12
12
6
8
8
8
8
8
8
12
10
10
10
10
6
8473 473
4
7
3475475
475475475
4
7
4475
10' CHAIN LINK FENCE
6BO
10
12
10
12
8
8
8
10
6475475475475475474 474475475 47
4
476
4
7
6
476C
6BO
6BO
10
8
8
10
8
8
8
8
8
6
6476 476
476476CO
RD CO
RD478478477477477477478478 6BO
6BO
8
10
8
8
8
8
10
10
8
8
8
8
12
12
8
10
6
6
6477478 4774774
7
8
478
478
479479479479
10
10
8
8
10
8
8
8
8
12479 4794
7
9
479
4
7
9
4804
8
0
480
480480 480480
481
481480
10
8
10
10480480480480480481 481481
481480480
4824828
8
8
8
8
10
6482483 4828484
8" PERF48548548548512
8
8485485485485485486487
84884894904904904904904904904914924948' CHAIN LINK FENCE
493494495495495496497498
FFE = 466.00'
BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)
(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPSD
SD SDSDSDSDSDSD
SD
SDSD
SD
SD
SD
SD
SDSDCB-7
CB-6
CB-5
CB-3
CB-2 CB-1
GI-8
GI-1GI-2GI-3
GI-4
SD
CB-16
CB-17
CB-18
CB-19
CB-13
CB-12
CB-21
CB-22
SD SD
GI-7 GI-6
GI-5
GI-9GI-10GI-11GI-12
GI-13
GI-14GI-15
CB-8
CB-20
CB-25
SD
SD
SS CO
SS COSDSD GI-19
GI-18
MH
SS
MH
SS
MH
SS
MH
SS
HW-1
HW-2
MH
SS
MH
SS
MH
SS
MH
SS
HW-5
HW-6
HW-7
CI-1
CI-2
CI-3 SDSDSDSDSDCB-24
GI-16 SDCB-4
SDSDGI-20SD
SDSD
SD
SD
SD
SDS
D
SDSDSDSDSDSDSDSDSD2
4"
2
4"
24"
24"24"15"SD15"
15"15"18"
15"SD1
5"SD18"18"SD18"SD18"18"SD
18"15"24"24"SD
24"15"15"15"15"15"18"18"18"24"15"24"24"24"18"18"CB-9
CB-10
CB-11
CB-14
CB-15
CI-4
CI-5
CI-6
CI-7
HW-8
HW-9
8" PERF.8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.15"SDSDSDSS CO
SD
15"
S
D24"
MH-1
SD
MH-3
SD
MH-2
SD
MH-4
SD18"SD
SD
SD
SD
SD 8" PERF.
SD
SD SDSD15"15"15"15"15"SD SD18"15"
CB-26
CB-27
RDRDRDRD10"S
DSD
RD RDRD RDRD
RD RD
RD RDRDRDRDRD6"6"10"6"6"6"6"6"6"6"10"
10"6"6"6"
10"6"6"6"6"10"10"
6"
6"6"6"6"6"6"10"10"6"6"6"6"6"10"6"6"10"RDRDRDRD6"6"10"6"10"SD SDSD6"10"RD
MH-9
SD
MH-8
SD
MH-5
SD
MH-7
SD
MH-6
SD
15"15"15"SDCB-2818"24"8" PERF.8" PERF.SDSDGI-18A
GI-18B
GI-18C
GI-18D
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
7499
0-9116
BUILDING
0-9117
BUILDING
FFE-470.05
0-9012
BUILDING
METAL
1 STORY
GATE SDHW-3
HW-4
10" PERF
.SD
SD
10" PERF
.SD
10" PERF
.SD
10" PERF
.SD
10
" PERF
.CO
CO8" PER
FPERF8"
12"
TRANSFORMER
CO
RD
8" PERF.8" PER
F.
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)
SIDEWALK
SIDEWALK
"RESERVED/HANDICAP" SIGNS
FFE=450.26
BLD. FROM TANKS
MULTIPLE PIPES INTO
SIDE
WALK
3' HAND-RAIL
LP101S.HAGGARDM.MAYERC. LOWEOVERALLLANDSCAPE PLAN80'40'0 80'160'240'
GRAPHIC SCALE: 1"=80'-0"N
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
LP113 LP114
LP115 LP116 LP117
LP111LP110
LP112
BSDLP110.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP110.dgn3/29/201912:18:49 PMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
499
498
497
496
494
493
499
498
497
496
10
10
10
10
10
10
12
12
495
495
4BO
4BO
4BO
4BO
4754784794798
8
8 4804854904904914924948' CHAIN LINK FENCE
493494495495495496497498499 GENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PAD
SWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP110S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANRC
6
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
WO
1
RC
6
BSDLP111.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP111.dgn3/29/201910:59:03 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISERDRDRD
2
:1
2
:1 2:13:12:1
492 491 489 488 487 486 484 483 482 481 479 478 477 476 474 473 472 471 469 468 467 466 464 463 462 461 459 458 457 456 454 453 452
T
T
490 485 480 475 470 465 460 455
455
455455461
460
460
460460
460460462
462
462
462
462
462
462462462462462
463463463
463
463
463463463463
4 6 4
463463464
463
464464464465465
465465
465
465
465465465465
465465465465465466467468469470470
470470470470471472473475475
475475475474476
476478478477477
477478479479480480
480480 480481482483484485485485485486487488489490490490490491SDSD
SDCB-7
CB-6
GI-3
GI-4
SD
CB-8
DYH
SD SDSD18"18"
SD
18"15"24"
CB-9
CB-10
CB-11
CB-14
8" PERF.
S
D24"
SDRDRDRD10"S
DSD
RD RDRD RD6"6"6"10"10"6"6"6"6"6"6"10"10"6"SDSDMH-7
SD
MH-6
SD
15"15"18"DYHFFE = 466.00'
BUILDING 7
BUILDING 5
FFE = 463.00'
GEN
FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)
(OPTIONAL
FFE = 466.00'STEPGENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PAD
SWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP111S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANER
1
NGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
RC
6
RC
5
WO
1
WO
1
LP
4
LP
7
LP
2
WO
1
WO
1
ER
1
ER
1
SP 2
ML 2
RC
1
FD
1
ER
1
FD
1
BSDLP112.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP112.dgn3/29/201910:58:44 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
GI-17B
T
RD6"
6"
6"RD6"10"RD RD
RD
6"3:13:1
3:13:13:13:1451
10pi
8
8
10
10
10
10
10
10
10
10
8
GI-17
GI-17ASD15"442442441444
444444 444443443445
445445 445445447447
446
446447447446447448448448448
448448448450
450
450450450450450450 12
450450 4504
5
0450 449449449449 4504
5
1
451451451 45245245345210
453452
452
453 454454454454454
45510
10
454
454
455
455455
4
5
54558
10
455 455455455
456
456
457
457458
457
458
INV.-457.32
HW 459460
460461461461461461461461461461
461461
461
460
461
461
46146246146046046012
460 461462
462
462
4
6
2
462
462462462
24"12
4
6
5
12
FFE = 462.00'
BUILDING 4
FFE = 463.00'
BUILDING 5
SDSDSDSDSD
SD
GI-1GI-2
CB-18
CB-19
CB-13
CB-12
GI-6
GI-5
SD
GI-19
GI-18
HW-1
HW-2
HW-5
HW-7
CI-1
CI-2
CI-3 SDSDSDSDSDSD24"
SD
24"18"18"18"24"15"24"18"18"8" PERF.SDSDMH-1
SD DYH
MH-4
SD18"SD
8" PERF.
SD SDSD15"15"15"15"RD SD24"8" PERF.8" PERF.SDSDGI-18A
GI-18B
GI-18C
GI-18D
SDHW-3
HW-4
10
" PERF
.SD
SD
10
" PERF
.SD
10
" PERF
.SD
10
" PERF
.SD
10
" PER
F
.GENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PAD
SWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP112S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANNGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
LP
7
LP
6
WO
4
RC
5
WO
3
WO
3
ER
1
FD
1
ML 2SP2
SR
400
TG
1200
TG
200
BW
200
BW
200
CF
500
CF
240
SR
140
FD
1
BSDLP113.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP113.dgn3/29/201911:03:58 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
494
493
492
491
489
488
487
486
484
483
482
10
10
10
10
10
10
10
10
10
10
10
490
485 4754
7
64774774788 480480
481
481482482485485485485490 GENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDING
METAL
1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'
BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PAD
SWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP113S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANNGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
RC
6
BSDLP114.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP114.dgn3/29/201911:00:43 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
2:1
2:1
2:1
2:13:13:1479
478
477
476
474
473
474
474
481
8
10
480
475
475 475
460
460
461
461
4
6
0
461
462
462
462
462
464
4
6
3
4
6
3
463
463
463
464464
463
463
464
464
4
6
3
463
4
6
3
464464464 464
4634
6
3
4
6
4
465465465
465
465 465465465465
465 465465
465465465
4
6
54
6
4
463
462
461470470470
470470RD 8
10
10
12
64754754
7
4
10' CHAIN LINK FENCE
10
12
104754754754768
10
479
12
4
8
0
480480 4804808
8
12FFE = 466.00'FFE = 466.00'
BUILDING 7
(OPTIONAL BID ITEM 4)BUILDING 8SD
SD
SD
SDSD
SD
CB-5
CB-3
CB-2 CB-1
GI-8
SD
GI-7
GI-11GI-12
GI-15SD
GI-16
DYHCB-4
15"SD15"SD18"18"SD18"8" PERF.
8" PERF.
8" PERF.
SD
SD
SD
RD
RD RD
RD RDRDRDRDRD6"6"10"6"6"6"6"6"6"6"10"
10"6"6"6"
10"6"
6"6"6"10"6"10"SD6"10"RDMH-9
SD
MH-8
SD
MH-5
SD
15"
GENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDINGMETAL1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PADSWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP114S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANNGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
WO
1
RC
3
WO
1
RC
4
WO
1
WO
1
WO
2
WO
1
WO
1
RC
3
RC
3
FD
1
FD
1
FD
1
BSDLP115.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP115.dgn3/29/201911:02:38 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
WM
T RD10"CO
CO
CO3:1JUNCTION BOX
464
463
8
8
10
10
10
12
8
8
10
465460455 458
459
459459
460
460 461461 461
461
461
461
461
461461
461461
4BO
460
460460
461
461
461
18"CMP462 462462
462462 462
462
462462
462462 462 462462462
462
15"CM
PTOP-463.20
INV.-460.00
YI
INV.-461.34
TOP-463.24
YI
463
463463463 464463 463
464464464464
464464464
464
463
464464463
463
463463464463
464 464464
463 464
463
463
464 465465465465
4
6
5
465
465465465
4654 6 5
465
465465465465 465465
466 467467 467
467
466
466
467
466 467
467466
467466 467
467466467466
466
466466 467467
466466466467467466
466
468
468
468
468469468
468468468
468
469468
469
469
469
EM
TRANSFORMER
12 4704708
WELLHEAD
& PUMP
8
10
10
12
12
6BO
10
8
8
6BO
6BO
10
10
8
8
6BO
8
10
10
8
8
10
108" PERFFFE = 463.25'
STAGING AREA
CONTRACTOR
BUILDING 6
BID ITEM 3)
(OPTIONAL SDSD
CB-16
CB-17
CB-21
CB-22
SD
GI-9GI-10
GI-13
GI-14
CB-20
CB-25
DYHHW-6
CB-24 SDSDGI-20SD
SDSD
SD
SD
SD
SDS
D
SDSDSDSDSDSDSDSDSD24"24"
24"
24"24"15"SD15"
15"15"18"15"15"15"15"15"24"24"CB-15
CI-4
CI-5
CI-6
CI-7
HW-8
HW-9
8" PERF.
8" PERF.15"SDSD
15"
MH-3
SD
MH-2
SD
SD 15"SD SD18"15"
CB-26
CB-27 6"6"6"6"10"6"6"10"RDRDRDRD
CB-28
FFE-470.05
0-9012
BUILDING
METAL
1 STORY
CO
CO8" PERFPER F8"
12" 8" PERF.8" PERF.
ROAD (ASPHALT GOOD COND.)
GENERAL NOTES
6.
5.
4.
3.
2.
1.
LP601 FOR LANDSCAPE PLANT SCHEDULE.
LANDSCAPE DETAILS. REFER TO LANDSCAPE SHEET
REFER TO LANDSCAPE SHEETS LP501 FOR
(FAYETTEVILLE) - PLANT HARDINESS ZONE 8.
THE NORTH CAROLINA STATE REGION
PLANT VEGETATION MUST BE ADAPTABLE TO
PERIMETER OF THE BUILDING.
LOCATED A MINIMUM OF 13 FEET AWAY FROM THE
TREES, SHRUBS AND PERENNIALS SHALL BE
ALL NEW LANDSCAPE PLANT MATERIAL, E.G.
PLANT TO CREATE A PLANTER BED LOOK.
TO ALSO RECEIVE MULCH SPREAD AROUND EACH
NEWLY PLANTED TREE AND SHRUB. PERENNIALS
OF SHREDDED HARDWOOD MULCH AROUND EACH
PROVIDE 3" DEPTH, 1'-6" RADIUS (3'-0" DIAMETER)
8 LATERAL FEET AWAY FROM BURIED UTILITY LINES.
TREES AND SHRUBS SHALL BE LOCATED AT LEAST
CURBS AND WALKS.
TREES SHALL NOT BE LOCATED WITHIN 4 FEET OF
PLANT LEGEND
LT
X
MT
X
MS X
SS X
FG
X
REMAIN
EXISTING VEGETATION TO
CONSTRUCTION LIMITS
VEGETATION SETBACK LIMITS
PROTECTION (AT/FP) PLANT
16' ANTI-TERRORISM / FORCE
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
WM
N
FORMERTRANS-
JUNCTION BOX
KEY MAP
GATE
C C
EJB 8' CHAIN LINK FENCEC
12' CHAIN LINK FENCE
EM
TRANSFORMER
WELLHEAD& PUMP
10' CHAIN LINK FENCE
C
8' CHAIN LINK FENCE
0-9116
BUILDING
FFE-470.050-9012BUILDINGMETAL1 STORY
GATE
FFE = 466.00'BUILDING 7
FFE = 466.00'FFE = 466.00'BUILDING 7
FFE = 463.25'
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'FFE = 463.00'
BUILDING 5
GEN
STAGING AREA
CONTRACTOR
BUILDING 6(OPTIONAL BID ITEM 4)BUILDING 8FFE = 466.00'(OPTIONAL BID ITEM 4)BUILDING 8BUILDING 7
SAR BARN
BID ITEM 5)(OPTIONAL
FFE = 466.00'
BID ITEM 3)
(OPTIONALSTEPLP114LP113
LP112
LP111LP110
LP115 LP116 LP117
TRANSFORMER
LTP
LTP
LTP
STOP SIGN
STOP SIGN
ROAD (ASPHALT GOOD COND.)
20 MPH" SIGN"SPEED LIMIT
SIDEWALK
PARKING SIGNS
"RESERVED FOR HANDICAP"WALL
4' HAND RAIL 4' HAND RAIL
20 MPH" SIGN
"SPEED LIMIT
W/ BARBED WIRE
9' CHAIN LINK
BOLLARD(S)
"NO PARKING" SIGN "NO PARKING" SIGN
ON. CONC. PADENTRY GATE
ON. CONC. PADSWING GATE
3' HAND-RAIL3' HAND-RAILSTEPSSIDEWALK
SIDEWALK 3' HAND-RAIL
SIDEWALK
SIDEWALK
FFE=450.26
SIDEWALK
3' HAND-RAIL
LP115S.HAGGARDM.MAYERC. LOWELANDSCAPE PLANNGRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
WO
5
RC
1
RM
1
RC
3
RC
1
RM
1
WO
1
LP
4
ER
1
ER
1
FD
1
FD
1
FD
1
FD
1
FD
1
SP 3
SP 3
SR
100
TG
200
BW
100
FD
2
BSDLP501.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP501.dgn3/29/201911:04:49 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
NO SCALE
AND STAKING DETAIL
DECIDUOUS TREE PLANTING
AND STAKING DETAIL
EVERGREEN TREE PLANTING
NO SCALE
(BALLED & BURLAPPED OR CONTAINER)
(BALLED & BURLAPPED OR CONTAINER)
CL CL
(BALLED AND BURLAPPED OR CONTAINER)
MIN.MIN.
VARIES
MIN.
24"
18" to
24"
18" to
NO SCALE
NO SCALE
(SINGLE / MULTI-TRUNK)
(BALLED & BURLAPPED OR CONTAINER)
PLANTING DETAIL
MEDIUM SHRUB
PLANTING DETAIL
SMALL SHRUB
SOIL MIX BELOW ROOT BALL.
PLANT ALL NEW PLANT MATERIAL AT ORIGINAL FIELD GROWN LEVEL. TAMP
THE ROOTS OF THE PLANT.
THIS IS TO ENSURE ADEQUATE RECEPTION OF OXYGEN AND MOISTURE TO
SET AT GROUND LEVEL OR NO MORE THAN 2" ABOVE THE EXISTING GRADE.
HAS BEEN FIRMLY PLACED AROUND THE ROOTS OR BALL. PLANTS SHALL BE
PLANTS SHALL BE SET PLUMB AND HELD IN POSITION UNTIL SUFFICIENT SOIL
EACH PLANT AS FINAL ADJUSTMENTS ARE MADE.
AND/OR TO COMPENSATE FOR SETTLING. SOIL SHALL BE FIRMED AROUND
NECESSARY TO ENSURE CORRECT DEPTH OF PLANTING, VERTICAL ALIGNMENT
AND IMMEDIATELY AFTER WATERING, ALL PLANTS SHALL BE ADJUSTED AS
WITHIN THE SAME WORKING DAY UPON WHICH THEY WERE PLANTED. DURING
ALL PLANTS SHALL BE "WATERED IN" BY FLOODING THE BACKFILLED HOLE
SHALL BE THE SAME DIAMETER OR SLIGHTLY LARGER THAN THE ROOT BALL.
PIT AS WELL TO FORM A SAUCER 2" TO 3" HIGH AROUND THE PLANT. SAUCERS
DIGGING HAS BEEN COMPLETED. USE ANY EXCESS SOIL FROM THE PLANTING
ALL TOPSOIL SHALL BE RETAINED AND REUSED IN PLANTING HOLES AFTER
4.
3.
2.
1.
SHEET NOTES:
8.
7.
6.
5.
LP501
1
OUT THE GUARANTEE PERIOD.
A PLUMB POSITION THROUGH-
FOR MAINTAINING TREES IN
CONTRACTOR IS RESPONSIBLE
TREES. HOWEVER, THE
OPTION ON HOW TO STAKE
IT IS THE CONTRACTOR'S
NOTE:
2.

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

TO BE IN CONTACT WITH TRUNK.
NOTED OTHERWISE. NO MULCH
HARDWOOD MULCH UNLESS
CONIFER TO HAVE SHREDDED
NOTE:
BALL.
PENETRATE ROOT
STAKE SHALL NOT
NOTE:
BALL.
PENETRATE ROOT
STAKE SHALL NOT
NOTE:
LP501
2
LP501
3
LP501
4
MIN.
1'-0"MIN.4'-0"6"2'-0" MIN.VARIES(1 1/2" WIDE STRAP, TYP.)
OR POLYETHYLENE
1'-4" POLYPROPYLENE
STAKE
2"x2"x8'-0"
PER WIRE
FLAGGING - ONE
DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
OF TOTAL BACKFILL SOIL
APPOXIMATELY ONE THIRD
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
ALONG WITH PLANTING SOIL
SOIL FROM ALTERED GRADE
TIP OF TREE
OR DAMAGE
DO NOT PRUNE
LEADER
DO NOT CUT
ORIGINAL SOIL
AND TAPERS DOWN TO
ROOT BALL "KNEES"
BACKFILL SOIL COVERS
STEEL T-POST
HARDWOOD MULCH
3" DEPTH SHREDDED
TOP OF ROOT BALL
NO BACKFILL SOIL COVERS
OR FROZEN.
CONDITIONS. NO PLANTING SHALL OCCUR IF THE GROUND IS MUDDY
AND COMPLETED PRIOR TO DECEMBER 15, DEPENDING ON WEATHER
FALL PLANTING SHALL BE ACCOMPLISHED BEGINNING OCTOBER 15
PLISHED BEGINNING MARCH 1 AND COMPLETED PRIOR TO JUNE 1.
SPRING PLANTING FOR TREES AND SHRUBS SHALL BE ACCOM-
SHOULD COVER THE ENTIRE SAUCER AREA OF EACH PLANT.
INDIVIDUALLY PLANTED TREE, SHRUB AND PERENNIAL FLOWER AND
SPREAD TO A DEPTH OF 3" AND AT A RADIUS OF 16" AROUND EACH
OF NEW PLANT MATERIAL. SHREDDED HARDWOOD MULCH SHALL BE
MATERIAL SHALL BE COMPLETED WITHIN 48 HOURS AFTER PLANTING
INSTALLATION OF SHREDDED HARDWOOD MULCH AROUND PLANT
BRAGG, FAYETTEVILLE AREA AND OR STATE OF NORTH CAROLINA.
BE PURCHASED FROM LOCAL AREA NURSERIES AROUND THE FT.
ZONE 8 OF THE UNITED STATES. ALSO, PLANT MATERIAL SHOULD
PURCHASE STOCKED PLANTS THAT ARE ADAPTED TO HARDINESS
THE EXISTING LANDSCAPE UNLESS PLANTING ON A SLOPE.
WITHIN 5'-0" OF THE PLANTING HOLE. GRADE THE AREA TO MEET
CLEAR, REMOVE AND DISPOSE OF BRUSH, SNAGS, AND RUBBISH
SECOND BRANCH
TREE WRAP TO
WIRE TWISTED
GAUGE GALV.
(2) STRANDS NO. 14
GRADE
TO 2" ABOVE
BALL RISES 1"
TOP OF ROOT
MULCH
HARDWOOD
SHREDDED
3" DEPTH
HOLE
PLANTING
SHAPED
SAUCER-
NO SCALE
CL CL
MATERIAL, (TYP.)
OF CONTAINERIZED
HAND LOOSEN ROOTS
NOTE:
PLANTING DETAIL
PERENNIAL FLOWER /
LP501
5
UNDISTURBED SOIL
TREE SITS ON
BALL DIAMETER
SIZE OF ROOT
SHALL BE 3 TIMES
PLANTING HOLE
FROM THE ROOT BALL
AND BURLAP AWAY
12" OF WIRE BASKET
REMOVE UPPER 2/3 OR
MIN.4"MIN.
4"
O.C., (TYP.)
1'-4"
SEE PLANT SCHEDULE
VARIES
OF TOTAL BACKFILL SOIL
APPOXIMATELY ONE THIRD
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
ALONG WITH PLANTING SOIL
SOIL FROM ALTERED GRADE
PERENNIAL FLOWER PLANTING
EXISTING SUBSOIL
GRADE
TO 4" ABOVE
SOIL SAUCER 2"
SUBGRADE
SOIL)
OF TOTAL BACKFILL
APPROXIMATELY 1/3
ORGANIC MATERIAL
COMPOST, OR OTHER
BUSTER, COTTON
MIXTURE WITH CLAY
AMEND PLANTING SOIL
HARDWOOD MULCH
3" (DEPTH) SHREDDED
EVERY 3"
1/8" to 1/4" DEEP
VERTICAL SCORE
OR POTS
WIRE BASKS AND/
REMOVE ALL TIES,
GRADE
SURROUNDING
2" TO 4" ABOVE
SHOULD BE
TOP OF BALL
SOIL)
OF TOTAL BACKFILL
APPROXIMATELY 1/3
ORGANIC MATERIAL
COMPOST, OR OTHER
BUSTER, COTTON
MIXTURE WITH CLAY
AMEND PLANTING SOIL
ROOT BALL
COVERS TOP OF
NO BACKFILL SOIL
DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
2" x 2" x 8'-0" STAKE
INTERVALS, (TYP.)
AT 120 DEGREE
14 GA. WIRE - 3'-0"
DOUBLE STRAND
TYP.)
(1 1/2" WIDE STRAP,
OR POLYETHYLENE
1'-4" POLYPROPYLENE
PER WIRE
FLAGGING - ONE
BACKFILL SOIL)
APPROXIMATELY 1/3 OF TOTAL
OTHER ORGANIC MATERIAL
COTTON COMPOST, OR
MIXTURE WITH CLAY BUSTER,
AMEND PLANTING SOIL
SET AT ANGLE
WOOD STAKE
2" x 2" x 2'-0"
DRAWINGS
REFER TO CIVIL
SEEDED MULCH AREA,
ORIGINAL SOIL
AND TAPERS DOWN TO
ROOT BALL "KNEES"
BACKFILL SOIL COVERS
HARDWOOD MULCH
3" DEPTH SHREDDED
ROOT BALL
COVERS TOP OF
NO BACKFILL SOIL
UNDISTURBED SOIL
TREE SITS ON
GRADE
TO 2" ABOVE
BALL RISES 1"
TOP OF ROOT
MULCH
HARDWOOD
SHREDDED
3" (DEPTH)
HOLE
PLANTING
SHAPED
SAUCER-
BALL DIA.
SIZE OF ROOT
BE 3 TIMES
HOLE SHALL
PLANTING
FROM THE ROOT BALL
AND BURLAP AWAY
12" OF WIRE BASKET
REMOVE UPPER 2/3's OR
CIVIL DRAWINGS
AREA, REFER TO
SEEDED MULCH
SURROUNDING GRADE
BE 2" TO 4" ABOVE
TOP OF BALL SHOULD
TO CIVIL DRAWINGS
HARDWOOD MULCH, REFER
3" (DEPTH) SHREDDED
CIVIL DRAWINGS
AREA, REFER TO
SEEDED MULCH
CUT LEADER
DO NOT
SAUCER
MULCH
HARDWOOD
SHREDDED
BERM
EARTH
GRADE
BASE
UNDISTURBED
FIRM,
.03'VARIES
24" MIN.
18" to
FIRM, UNDISTURBED BASE
BALL DIAMETER
BE 3 TIMES SIZE OF ROOT
PLANTING HOLE SHALL
HARDWOOD MULCH
3" (DEPTH) SHREDDED
SAUCER
EARTHEN
GRADE
ABOVE SURROUNDING
SHOULD BE 2" TO 4"
TOP OF ROOT BALL
ESTABLISHMENT PERIOD.
PLANTED TREES FOR THE DURATION OF THE
IRRIGATION OR OTHER WATERING METHODS FOR ALL
CONTRACTOR TO PROVIDE GATOR BAG, TEMPORARY
TREES.
CONTAIN SUFFICIENT MOISTURE TO SUPPORT THE
PLANTING SOIL SHALL NOT BE COMPACTED AND SHALL
REMOVE TREE STAKES 90 DAYS AFTER PLANTING.
CONDITIONS. REFER TO SEEDING SPECIFICATION 32 92 19.
SEPTEMBER 1 THROUGH FEBRUARY 28 DEPENDING ON WEATHER
AND "WARM SEASON" GRASSES SHALL BE PERFORMED FROM
PERMANENT AND TEMPORARY SEEDING FOR "COOL SEASON"
12.
11.
10.
9.
LP501S.HAGGARDM.MAYERLANDSCAPE DETAILSC. LOWE
BSDLP601.dgnU.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAANSI DCHECKED BY:DRAWN BY:ISSUE DATE:XXXXXX-XX-X-XXXXSHEET ID FILENAME:B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SOLICITATION NO.:DESIGNED BY:1
A MARKSIZE:SUBMITTED BY:DATECONTRACT NO.:®of Engineers
US Army Corps
CATEGORY CODEDESCRIPTIONMASON & HANGERQ:\014503 SOF Special Tactics Facility Phase 3\CAD_BIM\_Sheets\06_Lndscp\BSDLP601.dgn3/29/201911:07:25 AMFORT BRAGG, NC69 DARLINGTON AVENUEWILMINGTON DISTRICT141-86-05FY17, PN 76514SOF SPECIAL TACTICS FACILITY, PHASE 3SITEFEBRUARY 2017W912PM-17-R-0001READY TO ADVERTISE
GENERAL NOTES
LT
X
SS X
SCIENTIFIC NAME COND.QTY SIZE REMARKSHEIGHTCOMMON NAMEPLANT SYMBOL
---
DETAIL
P L A N T S C H E D U L E
------
---
---
---
2" CALIPER
1 1/2" to
---
---
EASTERN REDBUD Cercis canadensis
---
TREES - (Medium/Ornamental: 15' to 30' Height)
TREES - (Large: 30' to 100' Height)
CONT.
3 GAL.
Juniperus virginiana
FLOWERING DOGWOOD Cornus florida
EASTERN RED CEDAR
WAX MYRTLE
DOWNY SERVICEBERRY Amelanchier arborea
Myrica cerifera
---
CONT.
3 GAL.---
SHRUBS - (Medium: 4' to 12' Height)
Kalmia latifoliaKALMIA (MOUNTAIN-LAUREL)
---
---
2" CALIPER
1 1/2" to ---
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
6'-0" HEIGHT
4'-0"to
CONT.
1 GAL.
OF SOILS. VERY DROUGHT RESISTANT. WOOD IS FRAGRANT. FOLIAGE IS BRIGHT GREEN TO DARK GREEN.
DENSE CONICAL CROWN (VARIED OR IRREGULAR). DARK BLUE FRUIT IS BERRY-LIKE. CAN GROW ON VARIETY
PLANT APPROX. AT 20'-0" O.C. REACHES 30'-0" to 45'-0" IN HEIGHT. THE TRUNK IS STRAIGHT AND HAS A POINTED,
GROWS IN ACIDIC, MOIST WELL DRAINED SOILS.
PARTIAL SHADE. WHITE SPRING FLOWERS GIVE WAY TO 1/4" FRUIT LOVED BY BIRDS. BEAUTIFUL FALL COLOR.
PLANT APPROX. AT 15'-0" O.C. REACHES 15'-0" to 25'-0" IN HEIGHT. MEDIUM GROWTH RATE. FULL SUN TO
A ROSY-PINK WITH PURPLISH TINGE. FLOWERS FOR 2 TO 3 WEEKS.
GREEN BUT CAN BE AN EXCELLENT YELLOW. FLOWERS ARE PERFECT, REDDISH PURPLE IN BUD, OPENING TO
PLANT APPROX. AT 30'-0" O.C. REACHES 20'-0" to 30'-0" IN HEIGHT. FALL COLOR IS USUALLY A POOR YELLOW-
AUTUMN. BRACTS BLOOM WHITE IN SPRING FOR 2-3 WEEKS. CLUSTERS OF BRIGHT RED FRUIT INTO WINTER.
WITH HORIZONTAL BRANCHES. OPPOSITE, DECIDUOUS MIDGREEN LEAVES THAT TURNS RED AND PURPLE IN
PLANT APPROX. AT 25'-0" O.C. REACHES 25'-0" to 30'-0" IN HEIGHT. SHORT TRUNK WITH FULL, ROUNDED CROWN
THICKETS. ALSO KNOWN AS SPOONWOOD SINCE NATIVE AMERICANS MADE THEIR SPOONS FROM PLANT.
TO JUNE. LEAVES TURN A WINE COLOR IN FALL. FLOWERS ARE STAR SHAPED. PLANT CAN GROW IN LARGE
PLANT APPROX. AT 8'-0" O.C. REACHES 5'-0" (to 12'-0") IN HEIGHT. TERMINAL WHITE FLOWER CLUSTERS APRIL
FLAMMABLE PLANT. PREFERS MOIST SANDY SOILS. FRUITS MATURE IN AUTUMN AND PERSIST UNTIL SPRING.
AS A DENSE HEDGE FOR SCREENING. FRUIT WAS USED BY COLONISTS TO MAKE BAYBERRY CANDLES. A VERY
PLANT APPROX. AT 20'-0" O.C. REACHES 20'-0" to 30'-0" IN HEIGHT. POPULAR LANDSCAPE TREE. OFTEN GROWN
ACORNS ARE SMALL AND TAPERED IN SHAPE. SHORT THICK TRUNK WITH PICTURESQUE HORIZ. BRANCHING.
OPEN REACH APPROXIMATELY 50' WITH CROWNS OF 150' OR MORE. BARK IS LONGITUDINALLY FURROWED.
PLANT ACCORDING TO LOCATION ON PLANS. REACHES to 40'-0" to 80'-0" IN HEIGHT. TREES GROWING IN THE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
RED MAPLE 'RED SUNSET'Acer rubrum
2" CALIPER
1 1/2" to ---
LANDSCAPE DESIGNERS. SOFT GRAY BARK COLOR. SOIL TOLERANT.
ORANGE TO RED FALL COLOR. ONE OF THE BEST RED MAPLE CULTIVARS CONSIDERED BY NURSERYMEN AND
PLANT APPROX. AT 50'-0" O.C. REACHES 40'-0" to 60'-0" IN HEIGHT. MEDIUM - FAST GROWTH RATE. EXCELLENT
CONT.
WILLOW OAK Quercus phellos
2" CALIPER
1 1/2" to ---
DROUGHT, POLLUTION, AND STANDING WATER. LEAVES EASY TO CLEAN UP.
MODERATE WATER REQUIREMENTS. FALL COLOR IS YELLOW TO YELLOW-BROWN. TOLERANT OF HEAT AND
PLANT APPROX. AT 45'-0" O.C. REACHES 60'-0" to 75'-0" IN HEIGHT. A RELATIVELY FAST GROWING SPECIES.
CONT.
DWARF YAUPON HOLLY ------
CONT.
1 GAL.
CONT.
1 GAL.------
CONT.
1 GAL.------
CONT.
1 GAL.------
CONT.
1 GAL.------
CONT.
1 GAL.------
CONT.
1 GAL.------
MT
X
MS X
QUANTITY
INDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Medium to Large: 4' to 12'
PLANT SYMBOL LEGEND
CONT.
1 GAL.------
FG
X
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
PERENNIAL FLOWER / GRASS - (.5' to 4'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Large: 30' to 100'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
TREE - (Medium/Ornamental: 15' to 30'
QUANTITY
IDENTIFICATION NUMBER
in Height at Maturity)
SHRUB - (Small: 2' to 8'
SHRUBS - (Small: 2' to 8' Height)
PERENNIAL FLOWER / GRASS - (Small to Medium: .5' to 4' Height)
CONT.
1 GAL.------
CONT.
1 GAL.------
CHOKEBERRY 'UPRIGHT RED'Aronia arbutifolia 'Erecta'
INKBERRY Ilex glabra
CARDINAL FLOWER
PICKERELWEED
TALL SEDUM
SOFT RUSH
SWEET FLAG
Lobelia cardinalis
Pontederia cordata
Sedum x 'Matrona' (Crassulaceae)
Juncus effusus
Acorus calamus
5/LP501
4/LP501
3/LP501
3/LP501
2/LP501
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
1/LP501
5/LP501
5/LP501
5/LP501
5/LP501
5/LP501
5/LP501
4/LP501
4/LP501
4/LP501
2.
1.
IN MAY PRECEDE THE FRUIT (NOT EATEN BY BIRDS) IN SUMMER. QUITE SHADE TOLERANT. SLOW GROWING.
RED FALL COLOR. ALSO HAS A PROFUSE PRODUCTION OF RED FRUIT. THE PROFUSION OF WHITE FLOWERS
PLANT APPROX. AT 2'-0" O.C. REACHES 5'-0" to 7'-0" IN HEIGHT. IS A VERY UPRIGHT SHRUB WITH EXCEPTIONAL
TO PART SHADE. CANE-LIKE STEMS AND COMPOUND LEAVES RESEMBLE BAMBOO.
INTERESTING FOILAGE AND SPECTACULAR RED FRUIT DISPLAY. DROUGHT AND SHADE TOLERANT. FULL SUN
PLANT APPROX. AT 2'-0" O.C. REACHES 1'-0" to 2'-0" IN HEIGHT. UPRIGHT, EVERGREEN SHRUB GROWN FOR
NEEDS MINIMAL PRUNING. WHITE FLOWERS ARE NOT SHOWY. EVERGREEN SHRUB. ATTRACTS BIRDS.
POLLINATE FEMALE PLANTS TO PRODUCE BERRY LIKE DRUPES. FULL SUN TO PART SHADE. GENERALLY
PLANT APPROX. AT 6'-0" O.C. REACHES 5'-0" to 8'-0" IN HEIGHT. PLANT A MALE PLANT NEARBY IN ORDER TO
BIRDS BUT NOT CARDINALS. BLOOMS IN JULY TO SEPTEMBER. BLOOM COLOR IS PINK, RED AND WHITE.
SHORT-LIVED CLUMP FORMING PERENNIAL. FLOWERS ARE VERY ATTRACTIVE TO BUTTERFLIES AND HUMMING-
PLANT APPROX. AT 1'-6" O.C. REACHES 2'-0" to 4'-0" IN HEIGHT. TYPICALLY GROWS IN MOIST LOCATIONS. A
MARGINAL AQUATIC PERENNIAL. FULL SUN. EDIBLE FRUIT. ATTACTS BUTTERFLIES.
BLOOMS FROM JUNE TO OCTOBER. SOFT BLUE FLOWER COLOR. A VIGOROUS, DECIDUOUS, EMERGENT
PLANT APPROX. AT 1'-6" O.C. REACHES 2'-0" to 4'-0" IN HEIGHT. NEEDS FULL SUN FOR BEST FLOWERING.
THAN SEDUM 'AUTUMN JOY.' AVERAGE TO DRY SOILS. REMINDS US OF AN OLD GRAMDMA IN A PINK BANDANA.
REDDISH-PURPLE UPRIGHT STEMS, AND LARGE, PALE PINK FLOWER HEADS IN LATE SUMMER. 4-6" TALLER
PLANT APPROX. AT 2'-0" O.C. REACHES 2'-0" to 3'-0" IN HEIGHT. BRONZY-GREEN FOILAGE; STRONG, SHINY,
BLOOM COLOR FROM JUNE TO AUGUST. LOW MAINTENANCE. WILL NATURALIZE.
ING STANDING WATER TO 4" DEEP. TOLERATES LIGHT SHADE, BUT BEST IN FULL SUN. YELLOWISH-GREEN
PLANT APPROX. AT 3'-0" O.C. REACHES 2'-0" to 4'-0" IN HEIGHT. EASILY GROWN IN MOIST TO WET SOILS, INCLUD-
FLOWER BLOOM COLOR IS NOT SHOWY. LOW MAINTENANCE. TOLERATES WET SOIL, DENSE SHADE.
PERENNIAL THAT FEATURES IRIS-LIKE, SWORD-SHAPED LEAF BLADES. FULL SUN TO PART SHADE. GREENISH
PLANT APPROX. AT 1'-6" O.C. REACHES 2'-0" to 2'-6" IN HEIGHT. A DECIDUOUS, SPREADING, MARGINAL AQUATIC
Ilex vomitoria 'Nana'
CONT.
Ceanothus Americanus
RC
X
PO
X
POST OAK Quercus stellata
RM
X
LONGLEAF PINE Pinus Palustris
DROUGHT, HEAT TOLERANT.
GENERATIONS. GROWS AT MODERATE PACE. GROWS ONE WELL DRAINED USUALLY SANDY SOIL.
PLANT APPROX. AT 20'-0" O.C. REACHES 90'-0" to 120'-0" IN HEIGHT. LONG-LIVED TREE LASTING FOR
LP
X
WO
X
X
FD
X
DS
ML X
SWEET PEPPERBUSH Clethra alnifoliaSPX
WHITE OR VERY PALE PINK, BLOOMING IN LATE SUMMER.
LEAVES WITH A SERRATED MARGIN. GREEN TURNING YELLOW-GOLDEN DURING AUTUMN. THE FLOWERS ARE
PLANT APPROX. AT 6'-0" O.C. REACHES 4'-0" to 10-0" IN HEIGHT. DECIDUOUS SHRUB WITH OBOVATE TO OBLONG
WM X
NT X
IB X
YH X
CB X
CF
X
SR
X
SF
X
PW
X
TS
X
TG
X
BUTTERFLY WEED Asclepias tuberosa
TICKSEED Coreopsis spp.
NEW JERSEY TEA
TO EARLY FALL.
GROWN IN SHALLOW STANDING WATER UP TO 2-4". REQUIRES FULL SUN. FLOWERS FROM EARLY SUMMER
PLANT APPROX. AT 2'-0" O.C. REACHES 1'-0" to 3'-0" IN HEIGHT. GROW IN MEDIUM TO WET SOILS. MAY BE
SOIL DRAINED IS CRITICAL. A GOOD MASS PLANTING FOUNDATION SHRUB. HEAT TOLERANT.
SUMMER, SPRING. BROADLEAF EVERGREEN SHRUB. PARTIAL SUN TO SUN. CAN PRUNE AT ANY TIME. GOOD
PLANT APPROX. AT 5'-0" O.C. REACHES 3'-0" to 5'-0" IN HEIGHT. WHITE, BUT NOT SHOWY FLOWER IN EARLY
PLANT APPROX. AT 1'-0" O.C. REACHES 1'6" to 48" IN HEIGHT.
X
ER
BW
X
APPEARANCE.
ALL RELATED PLANT SPECIES SHALL BE SIMILAR IN
LANDSCAPE PLANS.
PLAN AND SHEETS LP110 THROUGH LP114 FOR ENLARGED
REFER TO SHEET LP101 FOR OVERALL LANDSCAPE
11
2
49
18
22
13
4
10
500
740
1600
640
LP601S.HAGGARDM.MAYERLANDSCAPE PLANT SCHEDULEC. LOWE