SAS_AIWW_SS_Plans_09amd1.pdf
PDF 6 MB Posted
- Attached to
- Dredging at the Atlantic Intracoastal Waterway Federal contract opportunity
- Solicitation number
- W912HN-09-B-0021
About this file
Revised Plate Numbers H-01 and H-07
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AMD 0002.pdf | ||
| AMD 0002 Conformed.pdf | ||
| AMD 0001.pdf | ||
| AMD 0001 conformed.pdf | ||
| SPECIFICATIONS.pdf | ||
| SAS_AIWW_SS_Plans_09.pdf |
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PLATE REFERENCE
NUMBER
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ENOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS
IN THE RIVERBED.
2. STATIONS ARE AT 1000’ INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
4. DATUM: VERTICAL M.L.L.W.-29 NGVD.
HORIZONTAL NAD 83 GA EAST ZONE
NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS
IN THE RIVERBED.
2. STATIONS ARE AT 1000’ INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
4. DATUM: VERTICAL M.L.L.W.-29 NGVD.
HORIZONTAL NAD 83 GA EAST ZONE
APPROXIMATE DREDGING
LIMITS
5. AERIAL PHOTOGRAPHS 5. AERIAL PHOTOGRAPHS
FOR INFORMATION ONLY
6. SURVEYED 28 MAY 2009.
200 0 200 400 600
SCALE: 1"=200’
200 0 200 400 600
SCALE: 1"=200’
DISPOSAL AREA 16A
J J0.0 M.L.W.
Required Depth
L c
Required Dredging
Section
Allowable Overdepth
150’
75’ 75’
-12.0’ M.L.W.
-14.0’ M.L.W.
J J0.0 M.L.W.
Required Depth
L c
Required Dredging
Section
Allowable Overdepth
150’
75’ 75’
-12.0’ M.L.W.
-14.0’ M.L.W.
H
H
H-H
TYPICAL SECTION
FLORIDA PASSAGE
STA. 5+600 TO STA. 6+600
N.T.S.
Left Toe Centerline Right ToeLeft Toe Centerline Right Toe y-669,776.0 x-969,819.0 y-663,258.0 x-968,658.0 y-662,570.0 x-963,650.0 y-669,762.8 x-969,892.8 x-969,745.2 y-663,191.1 x-968,722.3 x-968,593.7 y-662,495.7 x-963,660.2 x-963,639.8
FLORIDA PASSAGE CHANNEL P.I.’S
y-662,644.3 y-663,324.9 y-669,789.2
B E
I V
E R
FLORIDA PASSAGE
H-01
4.5
1.2
-0.3
3.2
1.1
0.3
-0.3
4.2
4.4
4.5
11.9
11.8
11.3
10.9
10.5
10.7
10.3
10.9
11.0
11.7 11.8 11.7
11.2 10.9
11.9
12.0
11.8
11.5
11.6
11.2
11.2
12.1
12.1 12.3
12.3 12.1 11.8
11.1
10.5
9.7 10.4
10.7
11.2
12.0
12.3
12.6
12.8
12.6
12.5
12.6
12.5
13.3 13.1 13.4
12.7 12.2 11.8
11.1
10.3 9.9 9.5 9.2
12.5
13.4
13.3
13.5
13.5
13.7
13.7
14.0 14.0 13.8 13.7 13.5
13.1 12.6 12.2
11.3
13.6
13.8
14.0 14.3 14.3
13.7 13.3 13.2 12.9 12.6 12.3
13.0
13.5
13.9
14.2
13.4
12.8
12.2
11.7
11.4 11.3
11.9
12.4
12.9
13.6
14.1
12.5
12.2 11.8
11.6 11.4 11.0 10.9
10.8 10.7
11.2
11.8
12.5
13.2
13.3
13.6
12.8 12.5
11.9
11.6 11.4 11.2 11.2 11.1 11.3
11.6
11.8
12.2
12.3
12.7
13.0
13.2
13.5
13.7
13.6
13.7
13.2
12.9
12.4 12.3 12.1 12.1
12.1 12.3 12.4
12.7
12.6
12.5
12.4
12.4
12.5
12.6
12.8
13.2
12.5 12.4 12.6 12.9
13.3
13.9
13.1
12.7
12.5
12.4
12.4
12.3
12.2 12.3
12.6 13.1 13.5
14.3 13.8
12.9
12.4
12.1
11.8
11.4
11.8
12.3
13.3 13.7 14.3
13.9
12.9
12.3
11.9
11.1
10.1
9.5
7.7
13.5
12.7
12.3
11.5
11.0
9.6
7.7
13.4
14.2
14.0 14.1
14.0
12.9
11.3
8.8
6.0
10.6 11.6
13.4
12.7
12.2 11.9 11.6
11.4 11.4
11.9
13.5
11.7
10.0
9.0
11.8
13.7 14.1 14.2
14.2
12.6
11.3 10.9
13.2
13.6
12.9
11.9
9.8
6.8
6.1
8.6
12.1
11.5 12.7 12.5 12.5 12.3
10.8 10.2
10.9
8.5
7.5
6.2
7.1
6.1
8.4 9.2
10.2
11.8
6.6
5.1
6.0
7.0
8.6
9.4
10.3 10.5
8.5 7.3 7.8 6.8
12.8
14.4
14.7
14.7
14.5
14.8 14.4
15.2
16.0
14.5
15.9
17.4 16.3
14.5 14.5
15.6
14.4
15.7
17.8 18.8 19.4
18.5 17.9
16.6
16.2
15.0 15.1
16.1 16.2
14.9
14.4
15.6
15.1
14.8
14.4
14.4
NOT TO SCALE.
E 970,000
,0
,0
,0
,0
,0
,0
E 969,000
E 968,000
E 969,000
E 970,000
,0
,0
,0
,0
APPROXIMATE HEAD
SECTION LOCATION
PIPELINE ROUTE
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H-07
PIPE ROUTE
(to minimize marsh impact)
42" PVC PIPE
INV-OUT 7.1
INV-IN 6.7
TOP ELEV. 22.5
WEIR 31
42" PVC PIPE
INV-OUT 6.9
INV-IN 7.3
TOP ELEV. 23.3
WEIR 30
42" PVC PIPE
INV-OUT 6.5
INV-IN 6.6
TOP ELEV. 22.8
WEIR 28
D\T
D\ T
D\T
D\T
D\T
D\T
DENSE VEGETATION
DENSE VEGETATION
19.4
125225
19.2
125224
19.1
125221
20.7
125220
20.0
125218
16.3
125216
20.0
9.1
W.E. 14.5
W.E. 14.5
W.E. 14.5
15 10
17.4
17.3
16.4
16.5
15.2
14.9
15.6
10.5
16.8
16.4
16.8
15.2
15.7
15.5 15.2
15.8
15.6
15.3
15.3
14.7 14.4
14.6
14.6
14.8
14.7
14.7
14.8
14.4
14.9
14.7
14.8
14.8
14.5
18.1
18.4
16.2
16.4
15.7
15.2
14.0
14.2
13.7
13.6
19.6
14.0
9.3
14.1
14.2
14.1
9.9
9.3
9.4
9.2
9.3
9.9
9.6
10.3
14.3
13.8
14.1
14.2
14.5
14.3
14.1 13.6
13.7
14.1
14.6
14.1
10.2
10.5
10.6
10.5
10.4
21.4
19.6
19.8
19.8
F I E L
D S
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APPROXIMATE HEAD SECTION LOCATION
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OF ENGINEERS
WILMINGTON
U S
A R
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PLATE REFERENCE
NUMBER
M A
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N A
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D G
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N N
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M il le r
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E1030000 E1031000 E1032000 E1033000
N
N
DISPOSAL AREA 14B
400 0 400 800 1200
SCALE: 1"=400’
N
W.E. 14.5
W.E. 14.6
| W912HN-09-B-0021 Amendment 1 Plans |
| SHT 3 H-01 Florida Passage Examination Survey |
| SHT 9 H-07 Disposal Area 14B Examination Survey |
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