ATF Infrastructure - C-200 TO C-208

BIO-RETENTION
BIO-RETENTION
BIO-RETENTIONBIO-RETENTION
BIO-RETENTION BIO-RETENTION
BI
O
-
R
E
T
E
N
T
I
O
N

BA
S
I
N
BUILDING 2
BUILDING 1
BUILDING 3
GEN
FFE LEVEL 2 = 464.00'FFE LEVEL 1 = 448.67'
FFE LEVEL 2 = 459.00'FFE LEVEL 1 = 443.67'
FFE LEVEL 2 = 459.00'FFE LEVEL 1 = 443.67'XXXXXX X X
XXXXXXXXXXX
XXX X XX
X
X X
X X
X
XXXXXXXX
SDSD
FDFD RDSDSD
SDSDRDRD
BIO-RETENTION AREA 5
BIO-RETENTION AREA 7
BIO-RETENTION AREA 9
BIO-RETENTION AREA 11
BIO-RETENTION AREA 4
BIO-RETENTION AREA 6
BIO-RETENTION AREA 8
BIO-RETENTION AREA 10
BIO-RETENTION AREA 1
BIO-RETENTIONAREA 2
BIO-RETENTIONAREA 3
FFE = 466.00'
BUILDING 7
BUILDING 8FFE = 466.00'FUTUREBUILDING(NIC)
FFE = 463.25'
BUILDING 6
FFE = 462.00'
BUILDING 4
BUILDING 5
FFE = 463.00'
GEN
T
T
T
T
XXXXXXXXXXXXXXXXXXX
X X X X
XX
XX X X
XXSDSDSD
SD SDSDSD
SD SDCOCO
CO COCOCOCO
COCO
CO
W
WWW WWWW
WW
W
WWWW W
W
W W
W
SS SS
SSSS
SS
SSSSSS
SS
SSSSSSS
S
S
S S
S
S
SS
S
S
S
S
S
SS
S
SS
S
S
S

MH-11
MH-19
BUILDING 3
BIO-RETENTION
BIO-RETENTION
W W419.3419.7419.75420.6419.8419.7421.4420.4420.6420.4420.4420.4420.5420.9420.8421.0
420.8420.9421.0429458470.72
473.604634644664674684694
7
0
465469173951424345363750440+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0016+2516+00SFSFSF
SDxDI #8600GRATE 446.48INV IN 442.96INV OUT 442.92
EBEB
COCO
IV
S
S
PP
PP
S
S
SDSD
BL
BL
BLBLBLBL
BLBLBLBLBLBLBL
BLBLBLBL
BLBLBLBL
S
EB
S CO
IVIVIV EB EBSSS
S
S
SSSMH #15779RIM 420.88INV IN 416.06INV OUT 416.05SSMH #15721RIM 423.05INV IN 415.90INV OUT 415.60SSMH #15720RIM 430.20INV IN 426.02INV OUT 425.96CI #8601
HOOD 445.92
INV IN 441.06
INV OUT 441.03
CI #8606
HOOD 450.90
INV IN 446.40
INV OUT 446.29 INV458.99INV458.51INV469.12INV412.33INV
413.57INV433
.
0
2
INV433
.
4
4
INV
477.92
INV
490.89
INV491.56
INV
478.59 15" RCP
24" CMP24" CMP18"
C
M
P
28"
PLASTIC
PIPE
28"
PLASTIC
PIPE
SSMH #8709RIM 458.33UNABLE TOACCESS MANHOLE
SSMH #8610RIM 452.12INV IN 444.78 (8709)INV IN 444.71 (4" PVC)INV OUT 444.63
SSMH #10518RIM 465.75INV OUT 456.61
SSMH #10523RIM 462.18INV IN 456.14 (10518)INV IN 456.10 (10726)
SSMH #10726
RIM 467.60
INV IN 458.55
INV OUT 458.49
SSMH #10725RIM 468.57INV OUT 459.13
GRAVELROAD
SD SD
EB8" PVC8" PVC8" PVC
ssssss ss
ss
ss
ss
ss
ss
ss
ss
ss
413
414
16+2544SR 300TG500BW
200SR 100
TG 150
BW
100415
416
417
418
419
420
421
428
427
426
425
424
423
422420419412413414415416417 10471471
471 4694694704704704701184512131615147XXXXXXXXXX414037363839343332313029272849472425482623542120631529
1935W
W
S
PROP
MH-20
SPROP
MH-21
PROP
MH-22
S
S PROP
MH-23
PROP
MH-24
FUTURE
FUTURE
FM
FM
W
S
S
FUTURE470465460450440435430
430425425
425
420 420 44545541
5
415
415 473472468466464462458456454452448446444442439437436434433432429428427427
424
424423
422
421421
419 418
418419
416
41
8
417
41
6
418
418
416
413
415
413413471473473474473
472
471
471472472
473 473472470468469470.5470S
D
474
473
472
470.50+001+002+00424.2421.655ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXACCESS ROADC200.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINAOVERALLC-202
C-201
C-200
SCALE:
0200'400'200
1"=200'
100% UNCORRECTED SUBMITTAL
NORTH
FORT BRAGG
MILITARY RESERVATION
ABERDEEN
TRAINING FACILITY
ATF BOUNDARY
FORT BRAGG
BOUNDARY
FIREBREAK
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,
460 465470475
4
7
0
475475
47
5475
470470470
46546547
2
47
3 47347
4
471
469
464463464469468467466471473
472471
470XXXXXX
X
X X X X X X X X X X X X XX
X XXXX
XXSD
SD SD SD SD SD
1
8
"
18"
18"
15"
15"
15"
CI-15
CI-16
CI-17
CI-18
CI-19 CI-20
SDMH-10
CB-19
HW-10
HW-11
HW
-
1
2
HW-16
24"18
"
HW-18
471472473474474473472472473474475
SD4584
7
0
.
7
2
473.60
463
464
466
467
468
469470
465
469
0+00
1+002+00
3+00
4+00
5+00
6+00
7+00
8+00 SDxINV
458.99
INV
458.51
INV
469.12
15" RCP
24" CMP
47047
1
471471
4
5
5
46
0
465
47047047047
04534544
5
6
4
5
7
45
8
45
9 459461
46
2
46
3
464
466
467
46
8
46946946
9
47147
147147147247
2
473 473470X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
EXISTING SECURITY FENCE
BIORETENTION POND #2
SEE SHEET C-203 FOR BLOW-UP470465460455473472468466464462458456 471
473
473
474
4
7
3
4
7
2
471
471
472
472
473
473472
470
468469
470.5 470SDSDSDSDSDSD4744
7
3
4
7
2
470.5
CURVE #1
PC STA. = 0+61.38
PT STA. = 1+29.71
R = 492'
Δ = 7.957°
TANGENT = 34.22
ARC LENGTH = 68.33'
1
2
3
20
21
20
22
16
18
17
FIRE BREAK
21.8'Elevation455
460
465
470
475
455
460
465
470
475
-0+250+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+50 PVI = 7+00 - 464.50-3.1%
VC#4 = 120'466.04EXISTING GRADE AT EXISTING
ATF SECURITY FENCE
EXISTING GRADE AT ℄
PROPOSED ROAD24" CMP -INV. 458.99PVC = 6+40- 466.36-5.95%467.59469.14470.69-5.47%PVCC = 0+83 - 471.90PVI = 1+28 - 471.45LOW POINT - POC = 471.68472.64471.76PVI = 3+90 - 474.1POC = 473.44PVT = 2+10 - 471.30 471.73472.18PVC = 3+25 - 473.44 PVT = 4+55 - 472.09VC#1 = 60'VC#2 = 100'
VC#3 = 130'EXISTING EDGE OF ROAD0+9.5 - 474.2±473.31472.24473.60HIGH POINT = 3+56 - 473.60PROPOSED EDGE OF ROAD0+9.5 - 474.56±PVI = 0+53 - 472.2POC - 472.54PVT = 1+73 - 471.9015" RCP-
INV. 468.59 @ ℄ ROAD
INV. 468.72 @ ℄ DITCH
-1.0%472.68473.19455.55461.52PVT = 7+60 - 460.93 464.07PVC =0+23-473.8412" HDPE -INV. 468.061.01%
1.25" LONG CONCRETE APRON. SEE DETAIL, SHEET C-207
2.R = 10 FEET
3.R = 30 FEET
4.NCDOT GRATE INLET 840.46 W/ 840.16 GRATE. TOP EL. = 470.5, INV = 468.1
5.40 LF 12" WT IB HDPE @ 0.25%
6.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.0±
7.5' X 6' RIPRAP OUTLET. INV @ END 468.0±. SEE DETAIL, SHEET C-309
8.REMOVE EXISTING HEADWALL
9.EXTEND EXISTING 15" RCP BY 21 LF±
10.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.5±
11.8' X 10' RIPRAP OUTLET. INV @ END 468.5±. SEE DETAIL, SHEET C-309
12.40 LF 4" PERFORATED PVC. INV = 464.75
13.30 LF 4" PERFORATED PVC. INV = 464.75
14.INLET BOX #2 - SEE DETAIL, SHEET C-205.
15.6" - 45° PVC BEND W/ CLEANOUT. INV = 464.6±
16.360 LF 6" PVC @ 0.5%
17.END 6" PVC. INV = 462.95
18.2' X 2' RIPRAP OUTLET. INV @ END 462.95±. SEE DETAIL, SHEET C-309
19.12' WIDE X 10' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
20.℄ 8' WIDE GRASS SWALE
21.PROPOSED 18' WIDE GRAVEL ROAD
22.REMOVE PIPE END TREATMENT & EXTEND EXISTING 24" CMP 12± LF. INSTALL
NEW CMP PIPE END SECTION AND 10' X 10' RIPRAP APRON. SEE SHEET C-309
FOR RIPRAP APRON DETAIL.
23.16' DOUBLE SWING GATE
24.8' SECURITY FENCE
25.GENERATOR/GENERATOR PAD EL.=421.3
26.ELECTRIC PANEL & ATS RISER
27.SS JUNCTION BOXES FOR PUMPS
28.8' DIAMETER WETWELL
29.30' X 12' CONCRETE SLAB. EL. = 420.9
30.8' DIAMETER VALVE VAULT
31.8" FORCE MAIN. SEE SHEET C-103 FOR PLAN & PROFILE
32.NCDOT 840.46 W/ 840.16 GRATE. GRATE INLET- TOP = 419.3, INV = 416.0
33.19 LF - 12" WT IB HDPE @ 5.3%
34.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
35.5' X 7' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
36.(2) NCDOT 840.46 W/ 840.16 GRATES. GRATE INLET TOP EL. = 419.0±, INV = 415.5
37.30 LF - 18" WT IP HDPE @ 1.7%
38.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
39.10' X 10' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
40.(2) 60 LF 4" PERFORMATED PVC. INV = 411.75
41.INLET BOX #1. SEE DETAIL, SHEET C-205.
42.58 LF - 18" WT IB HDPE @ 0.25%.
43.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 411.6±
44.10' X 10' RIPRAP APRON. INV @ END = 411.6±. SEE DETAIL, SHEET C-309
45.13' WIDE X 25' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
46.8" X 2" SADDLE
47.2" GATE VALVE
48.580 LF 2" HDPE WATER SERVICE
49.2" BACKFLOW PREVENTER
50.1" YARD HYDRANT
51.PROPOSED SAND ROAD TO MATCH EXISTING
52.ADJUST RIM EL. MH 15721 TO 421.8± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
53.ADJUST RIM EL. MH 15720 TO 432.0± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
54.49 LF 6" PVC SEWER PIPE @ 0.50%. SEE SHEET C-103 FOR PLAN & PROFILE
55.10' LONG X 10' WIDE RIPRAP DITCH LINING - 6" RIPRAP LAID OVER 6" GRAVEL
BEDDING UNDERLAIN WITH FILTER CLOTH. TOP OF RIPRAP TO BE AT DITCH
GRADES.
KEYNOTES ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-201 ACCESS ROAD - NORTHC201.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINAMATCH LINEC-202C-201
C-202
KEY MAP
SCALE:
50'100'50
1"=50'
0
100% UNCORRECTED SUBMITTALELEVATIONSCALE 1" = 5' VERT.ACCESS ROAD PROFILE
0+00 TO 8+50
STATION
SCALE 1" =50' HORIZ.FOR CONTINUATION, SEE C-202NORTH
NORTH
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,
445
445
450
450
450
45
5
GEN SDSDS
D
SD
SD SD SD
SD
SDSDHYD8" WSS
SSSS
SS
SS
S
GI-
3
CI-6GI-
8
HW-3
HW-2
CI-9
CI-7HW-1
24"1
8
"
HW-5
18"CI-
8
15"
24"24"GI-9
HW-8
SDMH-4
HW-9
GI-10
18"18"15"
1
8
"
CI-13
CI-14
CI-15
24"
SDMH-9 15"
CB-19
24"24"
8
"8"18"
SDMH-2
M
H
-
4
BIO-RETENTION
W
XXX X X XX4299+00
10+0011+0012+00
13+00
14+0015+0016+0016+25
SFSFSFSFSFSFSFSFSDxS
S
x
S Sx S SxGATE S
S
S
SSMH #15779
RIM 420.88
INV IN 416.06
INV OUT 416.05
SSMH #15721
RIM 423.05
INV IN 415.90
INV OUT 415.60
SSMH #15720
RIM 430.20
INV IN 426.02
INV OUT 425.96
INV
412.33
INV
413.57
24" CMP
GRAVEL
ROAD
EB
4
1
0
41
54154
2
0
4
2
0
4
2
5
43
0
43
5
44
0
4
4
5
4504
5
5411411412412
41
3
4
1
3
414
4
1
4
4
1
6416 4
1
7417 4
1
8418 41
9419421 4
2
14224
2
2
4
2
3
4
2
4
42
6
42
7 4
2
8
4
2
9
43
1
43
2
4
3
3
4
3
4
43
6
437
43
8
43
9
4
4
1
4
4
2
4
4
3
4
4
4
4
4
6 447448449451452453454
4
2
0 420425
430
435
416
416
417 417418 418419419
4
2
1 42142242
3
424
42
6
427 428429 431432433434
436
437
438
439
439
8" PVC 8" PVC
s
s
s
s
s
s 44044145
CURVE #2
PC STA. = 14+00.00
PRC STA. = 14+49.88
R = 406.76'
Δ = 7.026°
TANGENT = 24.97
ARC LENGTH = 49.88'
END GRAVEL ROAD
AT STA 16+25
BIORETENTION POND #1
& LIFT STATION
SEE SHEET C-204 FOR BLOW-UP
EXISTING
SAND ROAD
X X X X X X X X X X X X X X X X
EXISTING SECURITY FENCE
CURVE #3
PC STA. = 14+49.88
PT STA. = 14+99.72
R = 417.97'
Δ = 6.832°
TANGENT = 24.95
ARC LENGTH = 49.84'WW W W W W W W WWFM
FM
SXXX X X XXSD
SD
SD
450440435430
430425425
425
420
420 44545541541
5
41
5 458456454452448446444442439437436434433432429428427427
424424423422
421421419
418
418
419
416418417
41641
8
41
8
41
6
41
3
41
5
413
413
21
20
20
46
48
47
53
48
31
ElevationElevation418
420
425
430
435
440
445
450
455
460
418
420
425
430
435
440
445
450
455
460
8+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5016+75 PVI = 12+70 - 434.20POC = 434.57-5.95%-4.15%PVI = 13+70 - 433.0POC = 432.53-1.2%
VC#7 = 100'433.07VC#6 = 100'PVC = 12+20 - 436.28435.16VC#5 = 100'441.29PVT = 11+20 - 440.43 433.90PVCC = 13+20 - 433.60431.42PVT = 14+20 - 430.50EXISTING GRADE AT EXISTING
ATF SECURITY FENCE
EXISTING GRADE AT℄PROPOSED ROAD
16+25 - END OF GRAVEL ROAD EL. = 420.25421.50424.00426.50429.00437.11439.18452.61449.64446.66455.58-5.00%PVI = 10+70 - 442.50POC = 442.72PVC = 10+20 - 445.47 443.771.25" LONG CONCRETE APRON. SEE DETAIL, SHEET C-207
2.R = 10 FEET
3.R = 30 FEET
4.NCDOT GRATE INLET 840.46 W/ 840.16 GRATE. TOP EL. = 470.5, INV = 468.1
5.40 LF 12" WT IB HDPE @ 0.25%
6.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.0±
7.5' X 6' RIPRAP OUTLET. INV @ END 468.0±. SEE DETAIL, SHEET C-309
8.REMOVE EXISTING HEADWALL
9.EXTEND EXISTING 15" RCP BY 21 LF±
10.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.5±
11.8' X 10' RIPRAP OUTLET. INV @ END 468.5±. SEE DETAIL, SHEET C-309
12.40 LF 4" PERFORATED PVC. INV = 464.75
13.30 LF 4" PERFORATED PVC. INV = 464.75
14.INLET BOX #2 - SEE DETAIL, SHEET C-205.
15.6" - 45° PVC BEND W/ CLEANOUT. INV = 464.6±
16.360 LF 6" PVC @ 0.5%
17.END 6" PVC. INV = 462.95
18.2' X 2' RIPRAP OUTLET. INV @ END 462.95±. SEE DETAIL, SHEET C-309
19.12' WIDE X 10' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
20.℄ 8' WIDE GRASS SWALE
21.PROPOSED 18' WIDE GRAVEL ROAD
22.REMOVE PIPE END TREATMENT & EXTEND EXISTING 24" CMP 12± LF. INSTALL
NEW CMP PIPE END SECTION AND 10' X 10' RIPRAP APRON. SEE SHEET C-309
FOR RIPRAP APRON DETAIL.
23.16' DOUBLE SWING GATE
24.8' SECURITY FENCE
25.GENERATOR/GENERATOR PAD EL.=421.3
26.ELECTRIC PANEL & ATS RISER
27.SS JUNCTION BOXES FOR PUMPS
28.8' DIAMETER WETWELL
29.30' X 12' CONCRETE SLAB. EL. = 420.9
30.8' DIAMETER VALVE VAULT
31.8" FORCE MAIN. SEE SHEET C-103 FOR PLAN & PROFILE
32.NCDOT 840.46 W/ 840.16 GRATE. GRATE INLET- TOP = 419.3, INV = 416.0
33.19 LF - 12" WT IB HDPE @ 5.3%
34.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
35.5' X 7' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
36.(2) NCDOT 840.46 W/ 840.16 GRATES. GRATE INLET TOP EL. = 419.0±, INV = 415.5
37.30 LF - 18" WT IP HDPE @ 1.7%
38.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
39.10' X 10' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
40.(2) 60 LF 4" PERFORMATED PVC. INV = 411.75
41.INLET BOX #1. SEE DETAIL, SHEET C-205.
42.58 LF - 18" WT IB HDPE @ 0.25%.
43.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 411.6±
44.10' X 10' RIPRAP APRON. INV @ END = 411.6±. SEE DETAIL, SHEET C-309
45.13' WIDE X 25' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
46.8" X 2" SADDLE
47.2" GATE VALVE
48.580 LF 2" HDPE WATER SERVICE
49.2" BACKFLOW PREVENTER
50.1" YARD HYDRANT
51.PROPOSED SAND ROAD TO MATCH EXISTING
52.ADJUST RIM EL. MH 15721 TO 421.8± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
53.ADJUST RIM EL. MH 15720 TO 432.0± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
54.49 LF 6" PVC SEWER PIPE @ 0.50%. SEE SHEET C-103 FOR PLAN & PROFILE
55.10' LONG X 10' WIDE RIPRAP DITCH LINING - 6" RIPRAP LAID OVER 6" GRAVEL
BEDDING UNDERLAIN WITH FILTER CLOTH. TOP OF RIPRAP TO BE AT DITCH
GRADES.
KEYNOTES
C-201 ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-202 ACCESS ROAD - SOUTHC202.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINAMATCH LINEC-201C-202
KEY MAP
SCALE:
50'100'50
1"=50'
0
100% UNCORRECTED SUBMITTALELEVATIONSCALE 1" = 5' VERT.ACCESS ROAD PROFILE
8+50 TO 16+25
STATION
SCALE 1" =50' HORIZ.FOR CONTINUATION, SEE C-201NORTH
NORTH
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,
475475
47
5
47047047
3
47
4
4694714714724734744724
7
0
.
7
2 SDSD0+00
1+00
2+00 DxSDxSDx47047
1
471471
47047047046946947147
1471472
47010
47
1471471
46946947047047047011
8
4
5
12
13
16
15
14
7
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
6
INV
458.51
EXISTING SECURITY FENCE
9
19
471
4
7
3
4
7
2
471
471
472
472
472
470
468469
470.5 4704744
7
3
4
7
2
470.5SD
SD
SD
SDSDSD0+00
1+00
2+00
1.25" LONG CONCRETE APRON. SEE DETAIL, SHEET C-207
2.R = 10 FEET
3.R = 30 FEET
4.NCDOT GRATE INLET 840.46 W/ 840.16 GRATE. TOP EL. = 470.5, INV = 468.1
5.40 LF 12" WT IB HDPE @ 0.25%
6.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.0±
7.5' X 6' RIPRAP OUTLET. INV @ END 468.0±. SEE DETAIL, SHEET C-309
8.REMOVE EXISTING HEADWALL
9.EXTEND EXISTING 15" RCP BY 21 LF±
10.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.5±
11.8' X 10' RIPRAP OUTLET. INV @ END 468.5±. SEE DETAIL, SHEET C-309
12.40 LF 4" PERFORATED PVC. INV = 464.75
13.30 LF 4" PERFORATED PVC. INV = 464.75
14.INLET BOX #2 - SEE DETAIL, SHEET C-205.
15.6" - 45° PVC BEND W/ CLEANOUT. INV = 464.6±
16.360 LF 6" PVC @ 0.5%
17.END 6" PVC. INV = 462.95
18.2' X 2' RIPRAP OUTLET. INV @ END 462.95±. SEE DETAIL, SHEET C-309
19.12' WIDE X 10' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
20.℄ 8' WIDE GRASS SWALE
21.PROPOSED 18' WIDE GRAVEL ROAD
22.REMOVE PIPE END TREATMENT & EXTEND EXISTING 24" CMP 12± LF. INSTALL
NEW CMP PIPE END SECTION AND 10' X 10' RIPRAP APRON. SEE SHEET C-309
FOR RIPRAP APRON DETAIL.
23.16' DOUBLE SWING GATE
24.8' SECURITY FENCE
25.GENERATOR/GENERATOR PAD EL.=421.3
26.ELECTRIC PANEL & ATS RISER
27.SS JUNCTION BOXES FOR PUMPS
28.8' DIAMETER WETWELL
29.30' X 12' CONCRETE SLAB. EL. = 420.9
30.8' DIAMETER VALVE VAULT
31.8" FORCE MAIN. SEE SHEET C-103 FOR PLAN & PROFILE
32.NCDOT 840.46 W/ 840.16 GRATE. GRATE INLET- TOP = 419.3, INV = 416.0
33.19 LF - 12" WT IB HDPE @ 5.3%
34.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
35.5' X 7' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
36.(2) NCDOT 840.46 W/ 840.16 GRATES. GRATE INLET TOP EL. = 419.0±, INV = 415.5
37.30 LF - 18" WT IP HDPE @ 1.7%
38.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
39.10' X 10' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
40.(2) 60 LF 4" PERFORMATED PVC. INV = 411.75
41.INLET BOX #1. SEE DETAIL, SHEET C-205.
42.58 LF - 18" WT IB HDPE @ 0.25%.
43.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 411.6±
44.10' X 10' RIPRAP APRON. INV @ END = 411.6±. SEE DETAIL, SHEET C-309
45.13' WIDE X 25' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
46.8" X 2" SADDLE
47.2" GATE VALVE
48.580 LF 2" HDPE WATER SERVICE
49.2" BACKFLOW PREVENTER
50.1" YARD HYDRANT
51.PROPOSED SAND ROAD TO MATCH EXISTING
52.ADJUST RIM EL. MH 15721 TO 421.8± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
53.ADJUST RIM EL. MH 15720 TO 432.0± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
54.49 LF 6" PVC SEWER PIPE @ 0.50%. SEE SHEET C-103 FOR PLAN & PROFILE
55.10' LONG X 10' WIDE RIPRAP DITCH LINING - 6" RIPRAP LAID OVER 6" GRAVEL
BEDDING UNDERLAIN WITH FILTER CLOTH. TOP OF RIPRAP TO BE AT DITCH
GRADES.
KEYNOTES ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-203 BIORETENTION POND #2C203.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINASCALE:
10'20'10
1"=10'
0
100% UNCORRECTED SUBMITTAL
NORTH
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,
SSXX
XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX419.3419.7
419.75
420.6
419.8419.7
421.4
420.4
420.6
420.4420.4
420.4
420.5420.9
420.8 421.0
420.8 420.9
421.0
51
42
43
45
50
44
16+00
16+25 16+00
S
S
x
S
S
x
S
S
x
S
S
x
S
S
x
S
S
x
S Sx S Sx S Sx S Sx S Sx S
S
S
41
5
4
2
0
425
s
s
s
s
4
1
3
41
4
16+25
41
5
4
1
6
4
1
7
4
1
8
4
1
9
4
2
0
4
2
14284274264
2
5
42
4
42
3
422420419
412413
414
415
416
417
41
40
37
36
38
39
34 33 32
31
30
29
2728
49
47
24
25
48
LIFT STATION SITE
26
23
54
21 20
31 52
35 WWWW W W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FMFMFM XX
XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX425425
425
420
42041541
5
41
5
427
424424423
422
421421419
418
418
419
416418417
41641
8
41
8
41
6
41
3
41
5
413
413 SSSDSD
SD
SD
SD
SD
SD
424.2
421.6
DRAINAGE
SWALE (TYP.)
DRAINAGE
SWALE (TYP.)
55
1.25" LONG CONCRETE APRON. SEE DETAIL, SHEET C-207
2.R = 10 FEET
3.R = 30 FEET
4.NCDOT GRATE INLET 840.46 W/ 840.16 GRATE. TOP EL. = 470.5, INV = 468.1
5.40 LF 12" WT IB HDPE @ 0.25%
6.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.0±
7.5' X 6' RIPRAP OUTLET. INV @ END 468.0±. SEE DETAIL, SHEET C-309
8.REMOVE EXISTING HEADWALL
9.EXTEND EXISTING 15" RCP BY 21 LF±
10.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 468.5±
11.8' X 10' RIPRAP OUTLET. INV @ END 468.5±. SEE DETAIL, SHEET C-309
12.40 LF 4" PERFORATED PVC. INV = 464.75
13.30 LF 4" PERFORATED PVC. INV = 464.75
14.INLET BOX #2 - SEE DETAIL, SHEET C-205.
15.6" - 45° PVC BEND W/ CLEANOUT. INV = 464.6±
16.360 LF 6" PVC @ 0.5%
17.END 6" PVC. INV = 462.95
18.2' X 2' RIPRAP OUTLET. INV @ END 462.95±. SEE DETAIL, SHEET C-309
19.12' WIDE X 10' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
20.℄ 8' WIDE GRASS SWALE
21.PROPOSED 18' WIDE GRAVEL ROAD
22.REMOVE PIPE END TREATMENT & EXTEND EXISTING 24" CMP 12± LF. INSTALL
NEW CMP PIPE END SECTION AND 10' X 10' RIPRAP APRON. SEE SHEET C-309
FOR RIPRAP APRON DETAIL.
23.16' DOUBLE SWING GATE
24.8' SECURITY FENCE
25.GENERATOR/GENERATOR PAD EL.=421.3
26.ELECTRIC PANEL & ATS RISER
27.SS JUNCTION BOXES FOR PUMPS
28.8' DIAMETER WETWELL
29.30' X 12' CONCRETE SLAB. EL. = 420.9
30.8' DIAMETER VALVE VAULT
31.8" FORCE MAIN. SEE SHEET C-103 FOR PLAN & PROFILE
32.NCDOT 840.46 W/ 840.16 GRATE. GRATE INLET- TOP = 419.3, INV = 416.0
33.19 LF - 12" WT IB HDPE @ 5.3%
34.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
35.5' X 7' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
36.(2) NCDOT 840.46 W/ 840.16 GRATES. GRATE INLET TOP EL. = 419.0±, INV = 415.5
37.30 LF - 18" WT IP HDPE @ 1.7%
38.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 415.0
39.10' X 10' RIPRAP APRON. INV @ END = 415.0. SEE DETAIL, SHEET C-309
40.(2) 60 LF 4" PERFORMATED PVC. INV = 411.75
41.INLET BOX #1. SEE DETAIL, SHEET C-205.
42.58 LF - 18" WT IB HDPE @ 0.25%.
43.NCDOT 838.80 PRECAST CONCRETE HEADWALL. INV = 411.6±
44.10' X 10' RIPRAP APRON. INV @ END = 411.6±. SEE DETAIL, SHEET C-309
45.13' WIDE X 25' LONG RIPRAP SPILLWAY. SEE DETAIL, SHEET C-310
46.8" X 2" SADDLE
47.2" GATE VALVE
48.580 LF 2" HDPE WATER SERVICE
49.2" BACKFLOW PREVENTER
50.1" YARD HYDRANT
51.PROPOSED SAND ROAD TO MATCH EXISTING
52.ADJUST RIM EL. MH 15721 TO 421.8± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
53.ADJUST RIM EL. MH 15720 TO 432.0± AND INSTALL CONCRETE COLLAR.
SEE DETAIL, SHEET C-207
54.49 LF 6" PVC SEWER PIPE @ 0.50%. SEE SHEET C-103 FOR PLAN & PROFILE
55.10' LONG X 10' WIDE RIPRAP DITCH LINING - 6" RIPRAP LAID OVER 6" GRAVEL
BEDDING UNDERLAIN WITH FILTER CLOTH. TOP OF RIPRAP TO BE AT DITCH
GRADES.
KEYNOTES ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-204 BIORETENTION POND #1C204.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINASCALE:
10'20'10
1"=10'
0
100% UNCORRECTED SUBMITTAL
NORTH
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,
ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-205 BIORETENTION PONDS DETAILSC205.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINA100% UNCORRECTED SUBMITTAL
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,NOTES:
1.ON-SITE SOIL SHALL NOT BE USED FOR THE ENGINEERED SOIL FOR THE BIORETENTION PONDS.
2.REFER TO PLANS FOR FINISH GRADES OF THE BIORETENTION POND AND PIPING.
3.REFER TO PLANTING PLAN FOR BIORETENTION POND PLANTING.
4.REFER TO SPECIFICATIONS FOR BIORETENTION POND CONSTRUCTION REQUIREMENTS.
100YR H.W.
INLET BOX #1 (SEE DETAIL)
BOTTOM OF POND
2" MULCH (SEE
SPECIFICATIONS FOR
REQUIREMENTS)
4" SOLID PVC PIPE CLEANOUT
(FOR EACH UNDERDRAIN PIPE)
4" PVC ELBOW (FOR EACH
UNDERDRAIN PIPE)
30" MEDIA MIX (SEE
SPECIFICATIONS FOR
REQUIREMENTS)
PVC TEE w/ SCREW CAP
OUTLET PIPE (SEE PLANS)
BIORETENTION PLANTING (SEE
PLANTING PLAN FOR
REQUIREMENTS)
DESIGN VOLUME
12"18"4" SOLID
PVC PIPE
4" PVC SCREW CAP (FOR EACH
UNDERDRAIN PIPE)
BIORETENTION POND #1 SCHEMATIC DETAIL
SEE PLANS AND DETAILS
FOR SLOPE REQUIREMENTS
SEE PLANS AND DETAILS
FOR SLOPE REQUIREMENTS
NON-WOVEN GEOTEXTILE FABRIC
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
NON-WOVEN GEOTEXTILE FABRIC
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
WASHED STONE (SEE
SPECIFICATIONS & DETAILS FOR
REQUIREMENTS)
SEE SPECIFICATIONS FOR SOIL
PREPARATION UNDER BIORETENTION POND
PERFORATED PVC PIPE (SEE
SPECIFICATIONS FOR
REQUIREMENTS)12"MIN.100YR H.W.
INLET BOX #2 (SEE DETAIL)
BOTTOM OF POND
4" SOLID PVC PIPE CLEANOUT
(FOR EACH UNDERDRAIN PIPE)
4" PVC ELBOW (FOR EACH
UNDERDRAIN PIPE)
2" MULCH (SEE
SPECIFICATIONS FOR
REQUIREMENTS)
30" MEDIA MIX (SEE
SPECIFICATIONS FOR
REQUIREMENTS)
WASHED STONE
(SEE SPECIFICATIONS & DETAILS
FOR REQUIREMENTS)
PVC TEE w/ SCREW CAP
OUTLET PIPE (SEE
PLANS)
BIORETENTION PLANTING (SEE
PLANTING PLAN FOR
REQUIREMENTS)
DESIGN VOLUME
12"18"4" SOLID
PVC PIPE
4" PVC SCREW CAP (FOR EACH
UNDERDRAIN PIPE)
SEE SPECIFICATIONS FOR SOIL
PREPARATION UNDER BIORETENTION POND
SEE PLANS AND DETAILS
FOR SLOPE REQUIREMENTS
SEE PLANS AND DETAILS
FOR SLOPE REQUIREMENTS
BIORETENTION POND #2 SCHEMATIC DETAIL
NON-WOVEN GEOTEXTILE FABRIC
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
NON-WOVEN GEOTEXTILE FABRIC
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
NOTES:
1.ON-SITE SOIL SHALL NOT BE USED FOR THE ENGINEERED SOIL FOR THE BIORETENTION PONDS.
2.REFER TO PLANS FOR FINISH GRADES OF THE BIORETENTION POND AND PIPING.
3.REFER TO PLANTING PLAN FOR BIORETENTION POND PLANTING.
4.REFER TO SPECIFICATIONS FOR BIORETENTION POND CONSTRUCTION REQUIREMENTS.
PERFORATED PVC PIPE
(SEE SPECIFICATIONS
FOR REQUIREMENTS)12"MIN.36"
36" RCP (BELL & SPIGOT JOINT
- CUT TO LENGTH)
MANHOLE FRAME & COVER (TO FIT
BELL END OF PIPE)
GROUT ANNULAR SPACE BETWEEN
MANHOLE FRAME AND PIPE SPIGOT
5'-9"±WATERTIGHT
COUPLING BAND
OUTLET PIPE (SEE
PLANS)
MANHOLE FRAME & COVER (TO FIT
BELL END OF PIPE)
GROUT ANNULAR SPACE BETWEEN
MANHOLE FRAME AND PIPE SPIGOT
36" RCP (BELL & SPIGOT
JOINT)
8" POURED-IN-PLACE CONCRETE BASE (TO BE
ANCHORED INTO RCP w/ REBAR )
INLET BOX #2 DETAIL3" (TYP.)UNDERDRAIN PIPE
(SEE PLANS & DETAILS)
FRONT VIEW
TOP VIEW
INLET BOX ELEVATIONS
BIORETENTION POND #WEIR CREST INVERT OUT POND BOTTOM
2 N/A 464.75 468.0
NOTES:
1.CONTRACTOR TO PROVIDE FLOTATION COMPUTATIONS WITH INLET BOX
SUBMITTAL.
2.SEE PLAN FOR LOCATION OF INLET AND OUTLET PIPE CONNECTIONS
LOCATIONS.
INVERT OUT
BOTTOM OF POND
18"WEIR CREST
24" DIAMETER MANHOLE
3'-0"
3'-0"
OUTLET PIPE
(SEE PLANS)
INLET BOX #1 DETAIL
FRONT VIEW SIDE VIEW
TOP VIEW
INVERT OUT
INLET BOX ELEVATIONS
BIORETENTION POND #WEIR CREST INVERT OUT POND BOTTOM
1 416.0 411.75 415.0MIN. 5'-10"18"NOTES:
1.CONTRACTOR TO PROVIDE FLOTATION COMPUTATIONS WITH INLET BOX
SUBMITTAL.
2.SEE PLAN FOR LOCATION OF INLET AND OUTLET PIPE CONNECTIONS
LOCATIONS.
3.INLET BOX TO BE PRECAST REINFORCED CONCRETE.
BOTTOM OF POND
24" LONG X 10" HIGH
WEIR OPENING
24" DIAMETER
MANHOLE
OUTLET PIPE
(SEE PLANS)
PROVIDE ALUMINUM
TRASH RACK
TRASHRACKS.com MODEL
LSW-1024 OR EQUAL
3" (TYP.)UNDERDRAIN PIPE
(SEE PLANS & DETAILS)
INVERT OUT
MEDIA MIX (SEE SPECIFICATIONS &
DETAILS FOR REQUIREMENTS)
WASHED STONE (SEE
SPECIFICATIONS FOR
REQUIREMENTS)
NON-WOVEN GEOTEXTILE FABRIC
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
PERFORATED PVC PIPE
(SEE SPECIFICATIONS FOR
REQUIREMENTS)3" MIN.3" MIN.18" MIN.
UNDERDRAIN SECTIONAL DETAIL
10'-0" CENTER TO CENTER
ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-206 BIORETENTION PONDS DETAILSC206.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINA100% UNCORRECTED SUBMITTAL
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,10'-0"
3
1
WEIR CREST
TOP OF EMBANKMENT
3
1
FILTER FABRIC
6-INCH MEDIAN STONE SIZE RIPRAP
9-INCHES THICK
RIPRAP SPILLWAY CROSS SECTION
FILTER FABRIC
EMBEDMENT (TYP.)
SPILLWAY ELEVATIONS
BIORETENTION POND #WEIR CREST TOP OF EMBANKMENT POND BOTTOM
1 416.5 418.0 415.0
2 469.3 470.5 468.0
RIPRAP SPILLWAY PROFILE
0'-6"
6'-0"
WEIR CREST
TOP OF EMBANKMENT
BOTTOM OF POND
SEE PLAN FOR DOWNSTREAM LENGTH
FILTER FABRIC
6-INCH MEDIAN STONE SIZE RIPRAP
9-INCHES THICK
FILTER FABRIC
EMBEDMENT (TYP.)
SEE PLAN FOR LENGTH
3
1
3
1
6'-0"
TOP OF EMBANKMENT
100YR H.W.
3
1
BOTTOM OF POND
WEIR CREST
INLET BOX #1
18" WTIB
HDPE
PROPOSED
GRADE
EXISTING
GRADE
RIPRAP OUTLET
PRECAST CONCRETE HEADWALL
BIORETENTION POND #1 OUTLET PIPE PROFILE
3
1
BIORETENTION PONDS RIPRAP SPILLWAY
ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-207 ACCESS ROAD DETAILSC207.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINA100% UNCORRECTED SUBMITTAL
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,3 (MAX)
1 4
1
18'-0"7'-0"VARIES (SEE PLAN)
4
1
℄ GRASS SWALE ℄ GRAVEL ROAD
SEED & MULCH SLOPE PER
SEEDING SPECIFICATIONS
1'-0"
GRASS SWALE TO BE SEEDED AND
LINED WITH CURLEX III EROSION
CONTROL BLANKET - MIN. 7'-0 WIDTH
8" GRAVEL SURFACE COURSE
(SEE SPECIFICATIONS FOR
REQUIREMENTS)
2 %
LIFT STATION ACCESS ROAD CROSS SECTION
EXISTING GRADE
EXISTING ATF
SECURITY FENCE
TIE PROPOSED GRADE
AT SECURITY FENCE
EXISTING GRADE
13'-0"
VARIES (SEE PLAN)
SEED & MULCH SLOPE PER
SEEDING SPECIFICATIONS
SAWCUT EDGE OF
EXISTING PAVEMENT
EXISTING ATF ACCESS
ROAD PAVEMENT
PROPOSED LIFT STATION GRAVEL
ACCESS ROAD PAVEMENT
PROPOSED 8" THICK CONCRETE APRON
(SEE PLAN FOR LAYOUT)
25' LONG CONCRETE APRON
(SEE PLAN FOR LAYOUT)
CONCRETE APRON CROSS SECTION
#4 REBAR @ 12" O/C BOTH WAYS - 3" CLEAR 4'-0"
24" DIAMETER MANHOLE
FRAME & COVER
4'-0"
24" DIAMETER MANHOLE
FRAME & COVER
CONCRETE GRADE RING
MANHOLE CONE SECTION
CONCRETE MANHOLE APRON
4'-0"
6"
GRAVEL ROAD
SEWER MANHOLE CONCRETE APRON DETAIL
FRONT VIEW
TOP VIEW
1+00
SR
100
TG
150
BW
100
472
470
468469
470.5 470470.5SD
SD
SD
SD1+00
XXXXXXXXXX
16+2516+25
SR
300
TG
500
BW
200
FM
FM
FM
FM
FM
FM
FM
FM
XXXXXXXXXXSDSDSD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
420
41541
5
41
5
418
419
416418417
41641
8
41
8
41
6
41
3
41
5 SDSD
SD
SD
SD
SD
DRAINAGE
SWALE (TYP.)ANSI DOLD NORTH UTILITY SERVICES, INC.2941 LOGISTICS DRIVE, BLDG. N-6307FORT BRAGG, NORTH CAROLINA 28310910-495-1311CHECKED BY:DRAWN BY:ISSUE DATE:S. COOMBSM. ROBSONP. JENNINGSP. JENNINGSMAR 2019W912PM-18-R-0014W912PM-18-C-0023FORT BRAGG, NORTH CAROLINAABERDEEN TRAINING FACILITY (ATF)INFRASTRUCTUREFY19, PN 80037SHEET 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.:®
US Army Corps
of Engineers
CATEGORY CODEXXX-XX-XXC-208 BIORETENTION POND PLANTING DETAILSC208.DWGDESCRIPTIONWILIMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERS69 DARLINGTON AVENUEWILMINGTON, NORTH CAROLINA100% UNCORRECTED SUBMITTAL
This item has been digitally signed
and sealed by Patrick C. Jennings,
P.E. on the date provided above.
20842
SEALPROFESSIO
N
ALEN
G I N E E RNORT H C AR
O
L
I
NAPATRIC
K C.J E N N IN GSII,SCALE:
10'20'10
1"=10'
0
BIORETENTION POND #2 PLANTING PLAN
NO SCALE
CLCL
BIORETENTION POND #1 PLANTING PLAN
PERENNIAL PLANTING DETAIL
FOR DEPTH OF MULCH
REFER TO CIVIL DRAWINGS
4"SEE PLANTING
SCHEDULE FOR SPACING
SEEDED & MULCHED AREA
REFER TO CIVIL DRAWINGS
TOP OF BALL SHOULD BE 2" TO 4"
ABOVE SURROUNDING GRADE
PERENNIAL PLANTING
EXISTING SUBSOIL
SOIL FROM ALTERED GRADE
ALONG WITH PLANTING SOIL
MIXTURE
PLANT LIST:
QTY. KEY BOTANICAL NAME / COMMON NAME / SIZE / SPACING /
300 BW ASCLEPIAS TUBEROSA / BUTTERFLY WEED / 1 GAL. CONTAINER / TRIANGULAR SPACING AT 2'-0± O/C
400 SR JUNCUS EFFUSUS / SOFT RUSH / 1 GAL.CONTAINER / TRIANGULAR SPACING AT 3'-0± O/C
650 TG COREOPSIS SPP. / TICKSEED / 1 GAL. CONTAINER / TRIANGULAR SPACING AT 1'-0± O/C
PLANTING NOTES:
1.ALL PLANTS SHALL BE "WATERED IN" BY FLOODING THE BACKFILLED HOLE WITHIN THE SAME WORKING DAY
UPON WHICH PLANTS WERE INSTALLED. DURING AND IMMEDIATELY AFTER WATERING, ALL PLANTS SHALL
BE ADJUSTED AS NECESSARY TO ENSURE CORRECT DEPTH OF PLANTING, VERTICAL ALIGNMENT AND/OR TO
COMPENSATE FOR SETTLING. SOIL SHALL BE FIRMED AROUND EACH PLANT AS FINAL ADJUSTMENTS ARE
MADE.
2.PLANTS SHALL BE SET PLUMB AND HELD IN POSITION UNTIL SUFFICIENT SOIL HAS BEEN FIRMLY PLACED
AROUND THE ROOTS. PLANTS SHALL BE SET AT GROUND LEVEL OR NO MORE THAN 2" ABOVE THE EXISTING
GRADE. THIS IS TO ENSURE ADEQUATE RECEPTION OF OXYGEN AND MOISTURE TO THE ROOTS OF THE
PLANT.
3.CONTRACTOR SHALL PLANT ALL NEW PLANT MATERIAL AT ORIGINAL FIELD GROWN LEVEL.
4.CONTRACTOR SHALL PURCHASE STOCKED PLANTS THAT ARE ADAPTED TO HARDINESS ZONE 8 OF THE
UNITED STATES. PLANT MATERIAL SHALL BE PURCHASED FROM LOCAL AREA NURSERIES AROUND THE FT.
BRAGG, FAYETTEVILLE AREA AND/OR STATE OF NORTH CAROLINA.
5.INSTALLATION OF MULCH AROUND PLANT MATERIAL SHALL BE COMPLETED WITHIN 48 HOURS AFTER
PLANTING OF NEW PLANT MATERIAL. MULCH SHALL BE SPREAD TO A DEPTH SHOWN ON THE PLANS AND/OR
THE SPECIFICATIONS.
6.SPRING PLANTING SHALL BE ACCOMPLISHED BEGINNING MARCH 1 AND COMPLETED PRIOR TO JUNE 1. FALL
PLANTING SHALL BE ACCOMPLISHED BEGINNING OCTOBER 15 AND COMPLETED PRIOR TO DECEMBER 15,
DEPENDING ON WEATHER CONDITIONS. NO PLANTING SHALL OCCUR IF THE GROUND IS MUDDY OR FROZEN.
7.PLANTING SOIL SHALL NOT BE COMPACTED AND SHALL CONTAIN SUFFICIENT MOISTURE TO SUPPORT
PLANTINGS.
8.CONTRACTOR SHALL HAND-LOOSEN ROOTS OF ALL CONTAINERIZED MATERIAL.
9.SUBSTITUTIONS IN PLANT TYPE, SIZE OR VARIETY SHALL BE APPROVED BY THE UTILITY PRIOR TO
INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES AS INDICATED ON THE LANDSCAPE
PLANS. PLANT QUANTITIES LISTED IN PLANT LIST ARE FOR GENERAL REFERENCE ONLY.
10.ALL PLANT MATERIALS TO HAVE NURSERY-INSTALLED WATERPROOF LABELS IDENTIFYING THE SIZE, GENUS,
SPECIES, CULTIVARS AND COMMON NAME OF EACH PLANT, TREE OR SHRUB. LABELS TO BE REMOVED BY
THE CONTRACTOR AFTER FINAL ACCEPTANCE BY THE UTILITY.
11.REFER TO SPECIFICATIONS FOR PLANTING OPERATIONS, MATERIALS, MAINTENANCE OPERATIONS, AND
WARRANTIES.
12.ALL AREAS OUTSIDE OF THE POND BOTTOM AREA SHALL BE SEED & MULCH OR SOD IN ACCORDANCE WITH
THE SEEDING SPECIFICATIONS ON THE EROSION CONTROL PLANS.
13.THE CONTRACTOR SHALL PROVIDE WATERING OF ALL SEED, SOD, AND PLANT MATERIALS UNTIL SUCH TIME
AS THE SEED, SOD, AND PLANT MATERIALS HAVE BEEN ESTABLISHED AS DETERMINED BY THE UTILITY.
SYM
XXX
PLANT KEY SYMBOL
PLANT QUANTITY
PLANT SYMBOL
LEGEND
NORTH
NORTH