AIWW_NoDisp161921_Amd5_Plans_10.pdf
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DA16plan-b.dgn 3/17/2010 1:03:47 PM
M A
T C
H
L I
N E
S T
A
P
A
M A
T
A
A
SCALE IN FEET
SCALE: 1" = 50’
100 50 50 100 150
N
SHEET 4 OF 32
P-4
NEW DIKE (TYP.)
BORROW AREA LIMITS
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
D A p la n .d g n
BORING
AIWW DA-16-09-1-SS
NOTES:
1. FOR TYPICAL SECTIONS SEE PLATE P- 3.
2. FOR PROFILE SEE PLATES P-8 & P-9.
3. FOR CROSS SECTIONS SEE PLATES
P-10 THRU P-15.
D
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P L A
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.7
WOODS LINE
SITE PLAN NOTES:
1. TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY GREENHORNE & O’MARA
CONSULTING ENGINEERS. FIELD WORK PERFORMED IN APRIL 2008.
2. HORIZONTAL DATUM: NCGRID NAD83.
3. VERTICAL DATUM: NAVD 88.
4. ONE FOOT CONTOUR INTERVAL.
5. CLEARING AND GRUBBING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
SECTION 31 11 00.10 CLEARING AND GRUBBING OF THE SPECIFICATIONS. SEE
PLATE P-3 FOR CLEARING LIMITS DETAIL. EXTREME CARE SHALL BE TAKEN BY
THE CONTRACTOR TO AVOID DISTURBANCE OF THE VEGETATIVE ROOT MAP ON TOP
AND SIDESLOPES OF THE EXISTING DIKE EMBANKMENT OUTSIDE THE LIMITS OF THE
NEW DIKE EMBANKMENT FOOTPRINT. OPERATION OF EQUIPMENT WITH TRACKS OR
WHEELS ON THE OUTSIDE SIDESLOPES OF THE EXISTING DIKE EMBANKMENT AT
DISPOSAL AREAS 16 & 19 FOR CLEARING PURPOSES WILL NOT BE ALLOWED.
6. PRIOR TO COMMENCEMENT OF WORK, TEMPORARY SILT FENCE SHALL BE
INSTALLED AS SHOWN ON THE PLAN OR AS DIRECTED BY THE CONTRACTING
OFFICER. SEE PLATE P-3 FOR TEMPORARY SILT FENCE DETAILS.
7. THE EXISTING SPILLWAY RISER(S) AND 36" CMP AND TIMBER PIPE SUPPORT
FRAMES SHALL BE REMOVED AND DISPOSED OF IN A PUBLIC OR PRIVATE LANDFILL.
SHALL CONSTRUCT A TEMPORARY BERM AS SHOWN ON THE PLANS. THE CENTERLINE
ALIGNMENT OF THE TEMPORARY BERM SHALL BE AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE. THE PURPOSE OF THE
TEMPORARY BERM IS TO PREVENT RUNOFF ESCAPING FROM WITHIN THE DIKED AREA
WHILE THE DIKE EMBANKMENT CUT IS OPEN FOR NEW SPILLWAY RISER AND PIPE
INSTALLATION. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW SPILLWAY
RISER, STOPLOGS, 30" HDPE PIPE WITH SUPPORT FRAMES, AND WALKWAY IN ACCORD
-ANCE WITH SECTION 33 40 02 SPILLWAY SYSTEM OF THE SPECIFICATIONS AND AS
SHOWN ON THE PLANS. UPON COMPLETION OF NEW SPILLWAY RISER AND PIPE INSTALLATION,
PLACEMENT OF STOPLOGS IN RISER TO ELEVATION AS DIRECTED BY THE CONTRACTING
OFFICER’S REPRESENTATIVE, AND DIKE EMBANKMENT REPAIR, THE CONTRACTOR
SHALL REMOVE THE TEMPORARY EARTH BERM.
8. UPON COMPLETION OF THE SPILLWAY RISER AND HDPE PIPE INSTALLATION, THE
DIKE EMBANKMENT SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS
FOR THE NEW DIKE EMBANKMENT CONSTRUCTION PROVIDED IN SECTION 31 01 00
DIKE EMBANKMENT OF THE SPECIFICATIONS.
9. NEW DIKE EMBANKMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION
31 01 00 DIKE EMBANKMENT OF THE SPECIFICATIONS.
10. SEEDING SHALL BE IN ACCORDANCE WITH SECTION 32 92 19 SEEDING OF THE
SPECIFICATIONS.
11. THE CONTRACTOR SHALL GRADE THE INTERIOR OF THE DIKED AREA TO ASSURE
FREE DRAINAGE TO THE SPILLWAY RISER.
12. THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE USACE RIGHT-
13. FOR SEEDING REFER TO PLATE P-3.
OF-WAY.
A D
D
D
M P S
IL
T
F E
N C
E T E
M P B
E R
M
R
E V C
O N
S T L
IM
IT
S R
E V
N O
T E
PRIOR TO EXCAVATION AND REMOVAL OF SPILLWAY RISER AND 36" CMP THE CONTRACTOR
C
K
B Y
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
IL
A
M E
U .S
A R
M Y
E
N G
IN
E
R
IS
T R
IC
T
C O
R
F
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
IN
G
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
IG
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
W
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
IC
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
WOODS LINE
WOODS L
INE
WOODS LINE
WOODS L
INE
20’ 20’
20’
10’
10’
15’
15’
15’
15’
15’
15’
20’
20’
15’
INV=9.47’
INV=7.43’
TOP WEIR=16.19’
TOP RISER=19.3’
ACCE
SS
8’ CMP RISERS WITH
REMOVABLE WOODEN
SLATS AT WEIR
EL= 15.29’
TBM POINT
12" SPIKE SET
EL= 19.88’
TBM POINT
12" SPIKE SET
EL= 26.29’
TBM POINT
12" SPIKE SET
EL= 20.34’
N= 671761.68’
E=2779270.32’
N= 671690.09’
E=2779858.89’
N= 672045.25’
E=2779975.22’
N= 672167.62’
E=2779900.51’
BENCHMARK FOUND
TBM 4
RAIL SPIKE IN 6" SWEET GUM
ATLANTIC
INTRACOASTAL W
ATERWAY
WEST
SPILLWAY
ACCE
SS
EL= 15.29’
N= 672167.62’
E=2779900.51’
BENCHMARK FOUND
TBM 4
RAIL SPIKE IN 6" SWEET GUM
ATLANTIC
INTRACOASTAL W
ATERWAY
AIWW DA-16-09-1-SS
AIWW DA-16-09-1A-SS
AIWW DA-16-09-13-SS
AIWW DA-16-09-2-SS
AIWW DA-16-09-12-SS
P.I. = 0+63.11
D = 114^35’29.61"
R = 50.00’
T = 63.11’
L = 90.08’
N 671534.37
E 2779124.07
P.I. = 2+01.30
D = 10^00’00.00"
R = 572.96’
T = 27.42’
L = 54.79’
N 671704.93
E 2779088.01
P.I. = 3+89.31
D = 114^35’29.61"
R = 50.00’
T = 52.68’
L = 81.15’
N 671884.36
E 2779031.73
P.I. = 6+76.39
D = 10^00’00.00"
R = 572.96’
T = 16.83’
L = 33.66’
N 671961.93
E 2779333.19
P.I. = 9+77.16
D = 10^00’00.00"
R = 572.96’
T = 18.85’
L = 37.69’
N 672019.65
E 2779628.39
P.I. = 84+34.18
D = 10^00’00.00"
R = 572.96’
T = 7.06’
L = 14.12’
N 671781.35
E 2779995.32
P.I. = 86+82.99
D = 10^00’00.00"
R = 572.96’
T = 18.63’
L = 37.25’
N 671718.61
E 2779754.55
P.I. = 89+86.00
D = 10^00’00.00"
R = 572.96’
T = 34.29’
L = 68.50’
N 671661.40
E 2779456.98
P.I. = 91+91.26
D = 10^00’00.00"
R = 572.96’
T = 37.17’
L = 74.24’
N 671598.86
E 2779261.39
P.I. = 92+79.76
N 671561.19
E 2779181.19
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XXXX
XX
XX
XX
XX
XX
XX
XX
XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX
XX
XX
XX
XX
XX
XX
XX XX
XX
CL STA 84+08.66
REMOVE EXISTING
SPILLWAY & RISER
AND INSTALL NEW
SPILLWAY & RISER.
SEE PLATES P-16,
S-1 & S-2 FOR
DETAILS
0+00
4+
5+0
6+0
7+00
8+00
9+00
10+
11+
12+
13+
14+
83+00
84+00
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
92+80
P C .0
PT0+
90.08
PC1+
73.88
PT2
+28 .67
PC3
+36 .64
P T .7
P C .5
P T .2
P C .3
P T .0
P T .9
P C .1
P T .2
P C .3
P T .6
P C .7
P T .2
P C .0
P T .3
P O
E .7
P I0
.1
PI2+
01.3
PI3+89.31
P I6
.3
P I9
.1
P I8
.5
P I8
.1
P I8
.9
P I8
.0
P I9
.2
X X
X X
X X
P I8
.1
X X
> TEMPORARY EARTH
BERM. SEE NOTE 7.
SEE PLATE P-6 FOR
TYPICAL SECTION
DA16plan-b.dgn 3/17/2010 2:24:47 PM
A
T
A
A
M A
T
A
A
N
SCALE IN FEET
SCALE: 1" = 50’
100 50 50 100 150
NEW DIKE (TYP.)
BORROW AREA LIMITS
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
P-6
D A p la n .d g n
AIWW DA-16-09-1-SS
BORING
M A
T
A
A
M A
T
A
A
SHEET 6 OF 32
D
IS
P O
S A L
A
R E
A
S
IT
E
P L A
N S T
A
A
S T
A
A
1. FOR TYPICAL SECTIONS SEE PLATE P- 3.
2. FOR PROFILE SEE PLATES P-8 & P-9.
3. FOR CROSS SECTIONS SEE PLATES
P-10 THRU P-15.
4. FOR SEEDING DETAILS SEE PLATE P-3
5. FOR SITE PLAN NOTES SEE PLATE P-4.
A D
D
M P S
IL
T
F E
N C
E T E
M P B
E R
M T E
M P B
E
P
S E
C T
IO
N
R
E V C
O N
S T L
IM
IT
S
2’
MIN.
2H:1V OR FLATTER
(TYP.)
TYPICAL SECTION
TEMPORARY EARTH BERM
N.T.S.
TOP EL. 20.0’
EAST SPILLWAY
TOP EL. 19.0’
WEST SPILLWAY
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
20’
0’
20’
10’
10’
10’
15’
15’
15’
15’
15’
15’
15’
15’
20’
10’
20’
INV. 7.0’
INV. 10.0’
8’ CMP RISERS WITH
REMOVABLE WOODEN
SLATS AT WEIR
TOP RISER=19.50’
TOP WEIR=18.0’
EL= 11.86’ TBM POINT
12" SPIKE SET
EL= 19.96’
TBM POINT
12" SPIKE SET
EL= 19.54’
12" SPIKE SET
EL= 19.94’
TBM POINT
N= 672510.50’
E=2781482.39’
N= 672675.59’
E=2781795.78’
N= 672606.59’
E=2781870.64’
E=2781584.90’
N= 672115.86’
BENCHMARK FOUND
TBM 2
RAIL SPIKE IN 8" PINE
ATLANTIC
INTRACOASTAL W
ATERWAY
20’
EAST
SPILLWAY
INV. 10.0’
EL= 11.86’
TBM POINT
12" SPIKE SET
EL= 19.54’
12" SPIKE SET
EL= 19.94’
TBM POINT
N= 672510.50’
E=2781482.39’
N= 672675.59’
E=2781795.78’
E=2781584.90’
N= 672115.86’
BENCHMARK FOUND
TBM 2
RAIL SPIKE IN 8" PINE
20’
AIWW DA-16-09-10-SS
AIWW DA-16-09-9-SS
AIWW DA-16-09-5-SS
P.I. = 29+99.06
D = 10^00’00.00"
R = 572.96’
T = 10.28’
L = 20.56’
N 672486.13
E 2781594.40
P.I. = 33+98.20
D = 10^00’00.00"
R = 572.96’
T = 26.98’
L = 53.92’
N 672592.04
E 2781979.23
P.I. = 35+00.19
D = 10^00’00.00"
R = 572.96’
T = 36.81’
L = 73.52’
N 672628.23
E 2782074.63
P.I. = 60+73.27
D = 57^17’44.81"
R = 100.00’
T = 12.30’
L = 24.48’
N 672344.94
E 2782276.60
P.I. = 61+23.91
D = 57^17’44.81"
R = 100.00’
T = 10.59’
L = 21.10’
N 672341.20
E 2782225.97
P.I. = 62+67.61
D = 10^00’00.00"
R = 572.96’
T = 9.63’
L = 19.25’
N 672300.82
E 2782087.99
P.I. = 63+64.94
D = 57^17’44.81"
R = 100.00’
T = 11.88’
L = 23.66’
N 672270.35
E 2781995.55
P.I. = 64+11.95
D = 57^17’44.81"
R = 100.00’
T = 18.79’
L = 37.15’
N 672266.50
E 2781948.58
P.I. = 64+68.60
D = 57^17’44.81"
R = 100.00’
T = 13.62’
L = 27.08’
N 672241.50
E 2781897.26
P.I. = 67+13.41
D = 10^00’00.00"
R = 572.96’
T = 41.95’
L = 83.74’
N 672197.05
E 2781656.35
P.I. = 70+85.75
D = 10^00’00.00"
R = 572.96’
T = 57.74’
L = 115.10’
N 672076.84
E 2781303.80
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
CL STA 61+92.26
REMOVE EXISTING
SPILLWAY & RISER
AND INSTALL NEW
SPILLWAY & RISER.
SEE PLATES P-16,
S-1 & S-2 FOR
DETAILS.
25+0
26+0
27+0
28+0
29+0
30+
31+
32+
33+
34+
35+
36+0
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
P C .7
P T .3
P C .2
P T .1
P C .3
P T .9
P C .9
P
T .4
P C .3
P T .4
P C .9
P T .2
P C .0
P
T .7
P C .1
P T .3
P C .9
P T .0
P C .4
P T .2
P C .0
P T .1
P I2
.0
P I3
.2
P I3
.1
P I6
.2
P I6
.9
P I6
.6
P I6
.9
P I6
.9
P I6
.6
P I6
.4
P I7
.7
X X
X X
X X
X X
1 > TEMPORARY EARTH
BERM. SEE NOTE 7,
PLATE P-4
DA19plan23-2-a.dgn 3/17/2010 2:09:57 PM
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
P T
P C
P T
P I
P I
P I
P T
P C
P T
P C
P I
P I
P I
P C
P T
P C
P T
PT
+3 3.
PC
+5 7.
P C
PI
12+22
.35
PT 12+98.20
PI 13+24.74
P T
P I
P C
PC 1
4+07
.08
PT 1
4+05
.97
PC 13
+62.
PC 13+02.78
PI 12
+93.8
P C
P I
P T
P I
PT 13
+46.
PI 14+56.52
PC 12+89.48
PT 12+86.98
PI 1
3+84.
P I
P I
P C
P T
P T
P C
5P
C
P T
P C
P T
P I
P I
20’
15’
15’
15’
15’
5’
10’
10’
10’
15’
15’
15’
15’
15’
10’
5’
6" PINE
" C
M P
TREE LINE
TREE LINE
EDGE OF
WATER (TYP.)
36" CMP
OUTLET STRUCTURE
INV=9.5’
CONTROL POINT
12" SPIKE
N= 667786.87’
E=2764017.16’
EL= 17.75’
CONTROL POINT
12" SPIKE
N= 667901.75’
E=2764492.07’
EL= 18.79’
CONTROL POINT
12" SPIKE
N= 668188.60’
E=2765026.86’
EL= 20.89’
CONTROL POINT
12" SPIKE
N= 668398.06’
E=2764715.91’
EL= 19.04’
CONTROL POINT
12" SPIKE
N= 668186.00’
E=2764574.12’
EL= 26.77’
INV=-5.5’
ATLANTIC
IN
TRACOASTAL
WATERWAY
TBM
RAILROAD SPIKE IN
BASE OF 15" SWEET GUM
N= 668068.71’
E=2765186.29’
EL= 9.62’
CONTROL POINT
�" REBAR
N= 667957.90’
E=2764777.88’
EL= 19.04’
TBM
RAILROAD SPIKE IN
BASE OF 18" PINE
N= 667752.42’
E=2764202.27’
EL= 10.45’
SOIL E
NTRANCE
DRIVE
AIWW DA-19-09-7-SS
AI
W
W D
A- -09 -11 -A
U
AIWW DA-19-09-4-SS
AIWW DA-19-09-5-SS
AIWW DA-19-09-6-SS
AIWW DA-19-09-12-SS
A
IW
W D
A -1
-0
-3 -S
S
AIW
W D
A-1 9-09
-10-
AU
M A
T
A
A
SHEET 18 OF 32
NEW DIKE (TYP.)
BORROW AREA LIMITS
SCALE IN FEET
SCALE: 1" = 50’
100 50 50 100 150
N
P-18
P.I.= 16+86.86
3^14’26.60"
D= 0^59’50.60"
R= 5744.58’
T= 162.50’
L=324.92’
N= 667984.99
E= 2764789.64
P.I.= 5+22.89
Delta= 0^07’26.98"
D= 0^30’02.36"
R= 11444.16’
T= 12.40’
L=24.80’
N= 668314.37
E= 2764387.53
P.I.= 20+11.17
Delta= 2^23’46.44"
D= 10^16’07.82"
R= 557.96’
T= 11.67’
L=23.34’
N= 667912.58
E= 2764473.52
P.I.= 7+27.12
Delta= 1^08’57.25"
D= 0^30’02.36"
R= 11444.16’
T= 114.78’
L=229.55’
N= 668356.19
E= 2764587.43
P.I.= 14+56.52
85^48’27.02"
D= 107^42’16.31"
R= 53.20’
T= 49.44’
L=79.67’
N= 668057.56
E= 2765028.41
P.I.= 15+01.01
0^00’00.00"
N= 668039.04
E= 2764967.46
P.I.= 13+24.74
Delta= 4^30’25.57"
D= 10^16’07.82"
R= 557.96’
T= 21.96’
L=43.89’
N= 668187.01
E= 2765003.99
P.I.= 19+45.39
3^46’13.72"
D= 4^56’07.42"
R= 1160.92’
T= 38.21’
L=76.40’
N= 667923.89
E= 2764538.35
P.I.= 21+87.88
Delta= 1^22’11.27"
D= 1^00’09.45"
R= 5714.58’
T= 68.31’
L=136.62’
N= 667874.96
E= 2764300.86
P.I.= 24+10.10
Delta= 2^15’52.75"
D= 1^00’09.45"
R= 5714.58’
T= 112.95’
L=225.87’
N= 667822.48
E= 2764084.92
P.I.= 12+22.35
6^23’10.27"
D= 4^56’07.42"
R= 1160.92’
T= 64.76’
L=129.40’
N= 668288.25
E= 2764988.79
P.I.= 12+93.85
6^55’02.36"
D= 79^15’06.84"
R= 72.30’
T= 4.37’
L=8.73’
N= 668217.85
E= 2765001.99
P.I.= 13+84.04
Delta= 4^30’25.57"
D= 10^16’07.82"
R= 557.96’
T= 21.96’
L=43.89’
N= 668128.29
E= 2765012.45
P.I.= 10+91.97
85^57’49.16"
D= 79^15’06.84"
R= 72.30’
T= 67.37’
L=108.47’
N= 668438.06
E= 2764942.98 P.I.= 1+26.00
0^18’10.97"
D= 0^29’57.65"
R= 11474.16’
T= 30.34’
L=60.69’
N= 668221.31
E= 2764001.83
P.I.= 2+54.09
1^21’57.85"
D= 0^59’50.60"
R= 5744.58’
T= 68.49’
L=136.96’
N= 668255.21
E= 2764125.36
P.I.= 3+74.28
2^17’07.62"
D= 2^58’35.84"
R= 1924.86’
T= 38.40’
L=76.78’
N= 668284.24
E= 2764241.99
M A
T
A
A
30’
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
AIWW DA-19-09-7-SS
BORING
P L A
N
D
IS
P O
S A L
A
R E
A
S T
A
A
CL STA 24+90.65
REMOVE EXISTING
SPILLWAY & RISER
AND INSTALL NEW
SPILLWAY & RISER
SEE PLATES P-23,
S-1 & S-2 p la n a .d g n
50’ typ
20’rtyp
A
R M S
IL
T
F E
N C
E
R E
V
C
O N
S
IM
IT
S
2’
MIN.
2H:1V OR FLATTER
(TYP.)
TYPICAL SECTION
TEMPORARY EARTH BERM
N.T.S.
1. FOR TYPICAL SECTIONS
SEE PLATE P-3.
2. FOR PROFILE SEE
PLATE P-19.
3. FOR CROSS SECTIONS
SEE PLATES
P-20 THRU P-22.
4. FOR SEEDING DETAILS
SEE PLATE P-3.
5. FOR SITE PLAN NOTES
SEE PLATE P-4.TOP EL. 18.0’
CL TEMPORARY EARTH BERM
SEE TYPICAL SECTION THIS SHEET
SEE NOTE 7, PLATE P-4
DA21plan1-14b-b.dgn 3/17/2010 1:11:02 PM
10’
10’
5’
5’
10’
10’
5’
5’
5’
10’
10’
5’
10’
10’
0’
5’
10’
10’
5’
10’
10’
0’
5’
5’
10’ 10’
10’
10’
10’
5’
5’
5’
5’
5’
0’
" S
PI
KE
N=
0.
E=2
.9 7’
EL=
4.
" S
PI
KE
N=
1.5 2’
E=2
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EL=
.5 2’
" S
PI
KE
N=
8.
E=2 .3 7’
EL=
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" S
PI
KE
N=
9.
E=2
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EL=
3.
" S
PI
KE
N=
2.
E=2
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EL=
2.
" S
PI
KE
N=
9.
E=2
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EL=
2.
" S
PI
KE
N=
3.
E=2
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EL=
3.
" S
PI
KE
N=
8.
E=2
.0 7’
EL=
3.
INV=4.2’
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
BENCHMARK
N=
2.
E=2 .8 3’
EL=
.4
9’MONUMENT
"G
AT
E"
G R
A V E
L
R
O A
D
TOP OF CMP
RISER=14.4’
BENCHMARK
" S
PI
KE
N=
1.8 7’
E=2
.2 4’
EL=
2.
IN
V= 3.
5’
" C
MPEXI
ST
36" CMP
EXIST
EDGE
OF
WAT
ERWAY
ATLANTIC INTRACOASTAL WATERWAY
HOBUCKEN LAND CUT - RANGE 5
SR 33
EL=
4.
E=2
.79
N=
5.
" S
PI
KE53
BENCHMARK
AIWW DA-21-09-7-SS
A I
A U
A I
S S
A I
S S
AIWW DA-21-09-11-AU
AIWW DA-21-09-5-SS
POB0
+0
0.
PC1
+5
7.
P T
P C
P T
P C
P T
P C
P T
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
P T
P C
PT4
3+4
3.
PC4
4+0
7.
PT4
4+4
9.
POE4
4+8
4.
P I
P I
P I
P I
P I
P I
P I
P I
P I
P I
P I
PI
+2 8.
S T
A
S T
K E
E M
B A
N K
M E
N T
S T
A
S T
A
K E
E M
B A
N K
M E
N T
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N
A
IW
W
E F
D
A T L A
N T
IC
IN
T R
A C
O A S T
T E
R W
A Y
N O
R T
H E
P O
S A L
A
R E
A S
H Y
M L
U N
T
IE
S
N O
R
R O
L
IN
A
J A
N
D C
R
N
BORROW AREA
BORROW AREA LIMITS
BORROW AREA LIMITS
0 50 50 100FT
SCALE: 1’’= 50’
NEW DIKE CENTERLINE
MAJOR CONTOUR
LEGEND
MINOR CONTOUR
NEW DIKE RAISE
TEMPORARY SILT FENCE
CONSTRUCTION LIMITS
BENCHMARK
D
IS
P O
S A L
A
R E
A
S
IT
E
P L A
N S T
A
T
O
S T
A
T
O
.8
P-24
M A
T
N E
S
T A
S E
E
P
L A
T E
P
AIWW DA-21-09-12-AU
BORING
P.I. = 39+55.27
DEL = 3^35’53.35"RT
D = 5^41’24.13"
R = 1006.95’
T = 31.63’
L = 63.24’
N = 555593.57
E = 2717464.66
P.I. = 2+43.92
DEL = 117^52’24.73"RT
D = 109^39’58.47"
R = 52.25’
T = 86.73’
L = 107.48’
N = 556226.56
E = 2717654.31
P.I. = 4+10.56
DEL = 6^13’27.10"LT
D = 6^19’20.68"
R = 906.23’
T = 49.27’
L = 98.45’
N = 556002.39
E = 2717716.41
P.I. = 5+31.50
DEL = 5^03’00.71"RT
D = 5^41’24.13"
R = 1006.95’
T = 44.41’
L = 88.76’
N = 555889.93
E = 2717761.18
P.I. = 6+81.82
DEL = 2^36’47.74"LT
D = 3^00’59.70"
R = 1899.36’
T = 43.32’
L = 86.63’
N = 555745.86
E = 2717804.29
P.I. = 36+35.58
DEL = 6^37’31.72"LT
D = 17^00’52.08"
R = 336.75’
T = 19.49’
L = 38.94’
N = 555292.70
E = 2717571.85
P.I. = 37+15.36
DEL = 5^11’36.33"RT
D = 6^10’45.19"
R = 927.23’
T = 42.05’
L = 84.05’
N = 555366.18
E = 2717540.67
P.I. = 38+34.71
DEL = 3^54’46.57"RT
D = 20^13’18.33"
R = 283.34’
T = 9.68’
L = 19.35’
N = 555479.88
E = 2717504.18
P.I. = 38+76.23
DEL = 8^03’37.16"LT
D = 19^57’14.06"
R = 287.14’
T = 20.23’
L = 40.39’
N = 555520.20
E = 2717494.21
P.I. = 42+15.93
DEL = 0^44’12.46"RT
D = 2^14’26.73"
R = 2556.98’
T = 16.44’
L = 32.88’
N = 555841.01
E = 2717382.61
P.I. = 43+17.21
DEL = 62^59’38.12"RT
D = 107^44’32.87"
R = 53.18’
T = 32.58’
L = 58.47’
N = 555937.54
E = 2717351.98
P.I. = 44+28.35
DEL = 1^15’23.09"RT
D = 2^59’00.94"
R = 1920.36’
T = 21.06’
L = 42.11’
N = 556020.30
E = 2717435.87
M A
T
N E
S
T A
S E
E
P
L A
T E
P
SHEET 24 OF 32
1. FOR TYPICAL SECTIONS SEE PLATE P-3.
2. FOR PROFILE SEE PLATE P-26.
3. FOR CROSS SECTIONS SEE PLATES P-27 THRU P-29.
4. FOR SEEDING DETAILS SEE PLATE P-3.
5. FOR SITE PLAN NOTES SEE PLATE P-4.
WOODS LINE
> STA 3+10.34
REMOVE EXISTING
SPILLWAY & RISER
AND INSTALL NEW
SPILLWAY & RISER
SEE PLATES P-30, S-1
& S-2
1 1
D A 1p la n 1-b a .d g n
C
L A
R
IF
IE
O P /S
T A
IK
E
S T
A T
IO
N S
E F
D
50’
TYP
R
T Y P
A
M P
O R
A R
Y
E
A R
R M
2’
MIN.
2H:1V OR FLATTER
(TYP.)
TYPICAL SECTION
TEMPORARY EARTH BERM
N.T.S.
TOP EL. 10.0’
> TEMPORARY
EARTH BERM
SEE TYP SECTION
THIS SHEET
SEE NOTE 7,
PLATE P-4
| W912HN-10-B-0010 Amendment 5 - Amended Drawings |
| P-4 DISPOSAL AREA 16 SITE PLAN STA. 0+00 TO STA. 14+00 STA 83+00 TO STA 92+79.76 |
| P-6 DISPOSAL AREA 16 SITE PLAN STA. 25+00 TO STA. 36+00 STA. 60+00 TO STA. 72+00 |
| P-18 DISPOSAL AREA 19 SITE PLAN STA. 0+90 TO STA. 25+50 |
| P-24 DISPOSAL AREA 21 SITE PLAN STA. 0+00 TO STA. 11+25 STA. 35+50 TO STA. 44+84.86 |
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