Advertised_Plans_Drawings.pdf
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- Solicitation number
- W912P819B0057
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Advertised Plans/Drawings for Calcasieu River & Pass, E&W Jetty repairs - Solicitation No. W912P819B0057
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G-03
MAX.
MIN.
TYP
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
APPROXIMATE
VERTICAL
STATIONDRAWINGDWG
* UNLESS OTHERWISE NOTED ON EACH SHEET
EL.
MISC
ELEVATION
EXIST. EXISTING
V
H HORIZONTAL
STA.
FEET
N.T.S. NOT TO SCALE
FT
COVER SHEETG-01
C/L CENTERLINE
BASELINEB/L
BOTTOM EDGE OF CUT
SF SQUARE FEET
(+/-) APPROXIMATE
AC ACRE
TOB TOP OF BANK
APPROX.
LF LINEAR FEET
THEO. THEORETICAL
G-02
G-03
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
SHEET # SHEET NAME
INDEX OF DRAWINGS
RD
ABBREVIATIONS GENERAL LEGEND
B.E.C.
HWY
ROAD
LA LOUISIANA
HIGHWAY
SLL STRUCTURE LIMIT LINE
W WEST
DESIGN ELEVATION
VERTICAL CONTROL
GAGE ID LOCATION, DESCRIPTION AND GAGE ZERO
73625
73650
GENERAL NOTES:
GIWW
RIVER MILE
JETTY CENTERLINE
PIPELINES AND FLOW LINES
PROJECT GAGE LOCATION
DM CHANNEL DAY MARKER
78 77
A N
D N
O T
E S
IN
D
E X L E
G E
N D
A B
B R
E V
IA
T
IO
N S
WATERWAY
GULF INTRACOASTAL AND NUMBERS
RED AND GREEN CHANNEL BEACON/MARKERS
* UNLESS OTHERWISE NOTED ON EACH SHEET
GAGE ZERO = 0.0' NAVD88 (2009.55)
2641542.260EASTERN:
NORTHERN: 489546.480
LONG: 93^ 20' 58.87758"
LAT: 29^ 49' 50.48522"
UPSTREAM OF EAST FORK AT APPROXIMATE RIVER MILE 4.4R
GAGE IS A STAFF GAGE, LOCATED ON DM 57 NEAR ST. JOHN'S ISLAND, AND
.0
INDEX, LEGEND, ABBREVIATIONS AND NOTES
LOCATION AND VICINITY MAPS, AND SHEET LEGEND
PLAN VIEW
THEORETICAL SECTIONS
WEST JETTY - TYPICAL SECTIONS
WEST JETTY - TYPICAL SECTIONS
WEST JETTY - TYPICAL SECTIONS
EAST JETTY - TYPICAL SECTIONS
EAST JETTY - TYPICAL SECTIONS
EAST JETTY - TYPICAL SECTIONS C-09
E EAST
CO
US
CONTRACTING OFFICER
COR CONTRACTING OFFICER'S REP
UPSTREAM
P.I. POINT OF INTERSECTION
GAGE ZERO = 0.0' NAVD88 (2009.55)
EASTERN: 2641766.610
NORTHERN: 469664.290
LONG: 93^ 20' 52.36222"
LAT: 29^ 46' 33.72988"
MILE 0.5R
GAGE IS A STAFF GAGE, LOCATED AT CAMERON, LA AND AT APPROXIMATE RIVER
CENTERLINE PROFILES
THE EVENT THE GAGE AT MILE 0.5R WERE TO GET KNOCKED OUT)
CONTRACT, AND GAGE #73625, LOCATED AT APPROX. MILE 4.4R SHALL ONLY BE USED IF DIRECTED BY THE COR. (I.E. IN
12. GAGE #73650, LOCATED AT APPROX. MILE 0.5R, SHALL BE USED FOR ALL SURVEYS PERFORMED UNDER THIS
BE REACHED AT (504) 862-2995.
MAINTAINED, ARE AVAILABLE FROM THE CORPS NEW ORLEANS DISTRICT'S SURVEY SECTION. THE SURVEY SECTION MAY
THIS CONTRACT, THE DESCRIPTIONS OF CONTROL POINTS, FROM WHICH THESE GAGES WERE ESTABLISHED AND
IN THIS CONTRACT. IN THE EVENT A GAGE WERE TO GET KNOCKED OUT OR DAMAGED, EITHER PRIOR TO OR DURING
11. THE GAGES IDENTIFIED IN THE "VERTICAL CONTROL BOX" ON THIS SHEET SHALL BE USED FOR VERTICAL CONTROL
DRAWINGS.
AT ALL TIMES. NO MOORING IS PERMITTED WITHIN 250' OF THE CALCASIEU RIVER CHANNEL C/L DEFINED ON THE
OF THE CHANNEL C/L. A MINIMUM 250' WIDE FAIRWAY CLEARANCE (EACH SIDE OF THE CHANNEL C/L) MUST BE MAINTAINED
10. WITHIN THE JETTY LIMITS, THE CALCASIEU SHIP CHANNEL IS A 400' WIDE NAVIGATION CHANNEL, 200-FEET EACH SIDE
CALCASIEU RIVER SHIP CHANNEL.
PREPARING ITS BID AND SHALL CONDUCT ITS OPERATIONS IN ORDER TO NOT IMPACT TRAFFIC TRAVELING ALONG THE
MAINTENANCE DREDGING OF THE SHIP CHANNEL. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN
VESSELS, INCLUDING PETROLEUM AND LNG TANKERS, AS WELL AS POSSIBLE HOPPER DREDGE(S) PERFORMING
9. THE CONTRACTOR SHOULD BE AWARE THAT TRAFFIC ALONG THE CALCASIEU RIVER WILL CONSIST OF DEEP DRAFT
8. ALL XY COORDINATES ARE LOUISIANA STATE PLANE, SOUTH ZONE (1702), US SURVEY FEET.
7. AERIAL PHOTOGRAPHY SHOWN IN THE PLANS WAS FLOWN IN 2015.
JULY 2018. ALL ELEVATIONS SHOWN ARE IN FEET NAVD88.
6. GROUND LINES SHOWN WERE TAKEN FROM A MULTIBEAM AND LIDAR SURVEYS PERFORMED BY THE USACE IN
AND SLOPES) SHALL NOT BE REPAIRED, UNLESS DIRECTED BY THE COR.
5. JETTY AREAS THAT ARE WITHIN 1-FOOT OF THE REQUIRED THEORETICAL SECTIONS (GRADES, CROWN WIDTHS
STONE MAY BE PLACED TO THIS TOLERANCE.
PARAGRAPH ENTITLED "STONE PLACEMENT" FOR THE MAXIMUM, CONTINUOUS DISTANCE (200 FEET) OVER WHICH
DRAWINGS WILL BE ALLOWED IN THE FINISHED SURFACE OF THE STONE. SEE SPECS, SECTION 35 31 19.03 12,
4. A TOLERANCE OF +1.5 FEET ABOVE THE SPECIFIED SLOPES, LINES, AND GRADES SHOWN ON THE CONTRACT
B. WEST JETTY - 10.0' WIDE CROWN TO ELEVATION +3.0' NAVD88, WITH SIDE SLOPES OF 1V ON 1.25H
A. EAST JETTY - 15.0' WIDE CROWN TO ELEVATION +5.0' NAVD88, WITH SIDE SLOPES OF 1V ON 1.25H, AND
3. REQUIRED CALCASIEU JETTY DIMENSIONS ARE AS FOLLOWS: (SEE SHEET C-02 FOR FURTHER DETAILS)
THE REQUIRED SECTIONS AND LIMITS PROPOSED FOR REPAIRS.
THAT ITS EQUIPMENT PROPOSED FOR THIS WORK IS CAPABLE OF REACHING AND PROPERLY PLACING STONE WITHIN
2. NO FLOTATION EXCAVATION IS ALLOWED TO ACCESS THE CALCASIEU JETTIES. THE CONTRACTOR SHALL VERIFY
GULF OF MEXICO.
1. INGRESS AND EGRESS SHALL BE VIA THE GIWW, CALCASIEU RIVER SHIP CHANNEL AND THE NEW ORLEANS DISTRICT
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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N G
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DEFINED ON THIS DRAWING.
BE MAINTAINED AT ALL TIMES. NO MOORING IS PERMITTED WITHIN 250' OF THE CALCASIEU RIVER CHANNEL C/L
SIDE OF THE CHANNEL C/L. A MINIMUM 250' WIDE FAIRWAY CLEARANCE (EACH SIDE OF THE CHANNEL C/L) MUST
7. WITHIN THE JETTY LIMITS, THE CALCASIEU SHIP CHANNEL IS A 400' WIDE NAVIGATION CHANNEL, 200-FEET EACH
GAP. THE GAP C/L LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
GAPS ARE DEPICTED IN PLAN VIEW. NO STONE SHALL BE PLACED WITHIN 50-FEET EACH SIDE OF THE C/L OF EACH
6. THERE ARE TWO(2) NAVIGATION GAPS, ONE WITHIN EACH JETTY. THE APPROXIMATE C/L LOCATIONS OF THESE
5. THE ALIGNMENT INFORMATION PROVIDED IS IN NAD 83, LOUISIANA STATE LAMBERT (SOUTH ZONE-1702)
4. FLOATATION EXCAVATION WILL NOT BE PERMITTED.
JETTY C/L ALIGNMENTS WILL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION.
CALCASIEU EAST AND WEST JETTY CENTERLINES. THE ACTUAL LOCATION OF THE CALCASIEU EAST AND WEST
3. THE JETTY ALIGNMENTS PRESENTED HERE REFLECT THE APPROXIMATE LOCATIONS OF THE EXISTING
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
MAINTAINED, AND THEORETICAL SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE CHANNEL SIDE SLOPES BEING
A CROWN ELEVATION OF +3' NAVD88, WITH A 10' WIDE CROWN, AND SIDE SLOPES OF 1V ON 1.25H. WEST JETTY -
A CROWN ELEVATION OF +5' NAVD88, WITH A 15' WIDE CROWN, AND SIDE SLOPES OF 1V ON 1.25H.EAST JETTY -
1. JETTY REPAIRS WILL BE TO THE FOLLOWING ELEVATIONS AND DIMENSIONS:
NOTES:
Safety is a Part of Your Contract
INCENTIVE
CLAUSES
EER
IN
G
NI
G N
E
LAV
UE
YOUR KEY TO
HIGHER PROFITS
X 2643711.384
Y 458260.957
X 2642634.214
Y 466803.552
NEW ORLEANS DISTRICT
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IDENTIFICATION
SHEET
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US Army Corps
U .S
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
CAMERON PARISH
N
COORDINATES
GULF OF MEXICO
CALCASIEU EAST JETTY C/L ALIGNMENT
JETTY C/L P.I.
COORDINATES
CALCASIEU WEST JETTY C/L ALIGNMENT
JETTY C/L P.I.
800'0 400'
SCALE
OF NAVIGATION GAP
APPROX LOCATION
OF NAVIGATION GAP
APPROX LOCATION
CALCASIEU RIVER SHIP CHANNEL
D M
IN
N
E R L
IM
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O
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W
S T J
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T Y
C /L S
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W
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T A . 8
W
APPROX. WEST JETTY C/L
APPROX. EAST JETTY C/L
DISTURBED)
DOCK (NOT TO BE
DAVIS ROAD
C-01
X 2644195.401 Y 458521.845
/2
/2
A U
G U
S T
W P
B
W P
C
X X
CHANNEL BOTTOM EDGE OF CUT
CHANNEL BOTTOM EDGE OF CUT
X 2642995.396
Y 460067.110
X 2643966.029
Y 460217.803
X 2643498.718 Y 466529.343
X 2643224.250 Y 466296.834
X 2643214.795 Y 466281.722
X 2643214.297 Y 466191.560
X 2643499.167 Y 463936.283
X 2643669.951 Y 462544.090
X 2643965.981 Y 460260.719
X 2643977.590 Y 460164.901
X 2644055.951 Y 459616.125
64+46.01E
65+42.53E
0+00E
3+59.71E
3+77.54E
4+67.70E
70+96.87E
X 2641876.978 Y 466279.419
X 2641928.381 Y 466234.133
X 2641976.715 Y 466102.114
X 2641992.059 Y 466023.823
X 2642025.049 Y 465915.598
X 2642078.753 Y 465872.614
X 2642236.798 Y 465040.124
X 2642270.555 Y 464931.131
X 2642311.984 Y 464677.837
X 2642448.547 Y 464005.459
X 2642593.732 Y 463258.833
X 2642750.059 Y 462006.897
X 2642848.262 Y 461238.574
13+18.20W
14+32.30W
0+00W
0+68.51W
2+09.10W
2+88.88W
4+02.02W
4+70.80W
16+88.96W
23+75.07W
31+35.68W
43+97.33W
51+71.91W
X 2643057.709 Y 459632.848
X 2643251.198 Y 458035.836
67+91.24W
83+99.93W
27+40.90E
41+43.53E
X 2644220.714 Y 458323.208 84+00.24E
82+00.00E
16+71.23E X 2643365.119 Y 464997.520
X 2643224.813 Y 458253.618 81+80.00W
C-02
WEST JETTY REPAIR THORETICAL SECTION
EAST JETTY REPAIR THORETICAL SECTION
N.T.S.
N.T.S.
1V :1 .2 5H
1V :1.25H
NEW STONE
1V :1.25H
1V :1 .2 5H
CROWN EL. +5.0' NAVD88
CROWN EL. +3.0' NAVD88
(SEE NOTE 2 FOR FUTHER DETAILS)
AND TO BE FIELD DETERMINED
7.5' FROM EDGE OF 15' CROWN
NEW JETTY C/L TO BE LOCATED
NEW STONE
WIDTH 10'
CROWN
WIDTH 15'
CROWN
(SEE NOTE 2 FOR FUTHER DETAILS)
AND TO BE FIELD DETERMINED
5' FROM EDGE OF 10' CROWN
NEW JETTY C/L TO BE LOCATED
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
(SEE NOTE 4)
EXISTING JETTY
APPROX. C/L OF
(SEE NOTE 4)
EXISTING JETTY
APPROX. C/L OF
.0
GULF/ LAND SIDE
GULF/ LAND SIDE CHANNEL SIDE
CHANNEL SIDE
REFLECTS THE ALIGNMENT INFORMATION PROVIDED ON PLAN SHEET C-01.
4. THE APPROXIMATE LOCATION OF THE C/L OF THE EXISTING JETTY
DIRECTED BY THE COR.
DETERMINED BY SURVEYS, REPAIRS WILL NOT BE REQUIRED, UNLESS
THEORETICAL SECTION, BASED OFF OF THE NEW C/L LOCATION
3. WHERE THE EXISTING JETTY IS WITHIN 1-FOOT OF THE REQUIRED
SECTION AND THE EXISTING JETTY SECTION.
MADE TO BEST MATCH THE CHANNELSIDE SLOPE OF BOTH THE REPAIR
ADJUSTMENTS, BASED ON SURVEYS AND OBSERVATIONS, SHALL BE
THAT THE EXISTING CHANNELSIDE SLOPE LOCATION IS MAINTAINED. FIELD
2. THE THEORETICAL JETTY REPAIR SECTION SHALL BE LOCATED SUCH
REFERENCED TO NAVD88.
DEPICTED IN THE THEORETICAL SECTION. ALL ELEVATIONS ARE
1. THE CALCASIEU EAST JETTY SHALL BE REPAIRED TO THE DIMENSIONS
NOTES:
REFLECTS THE ALIGNMENT INFORMATION PROVIDED ON PLAN SHEET C-01.
4. THE APPROXIMATE LOCATION OF THE C/L OF THE EXISTING JETTY
DIRECTED BY THE COR.
DETERMINED BY SURVEYS, REPAIRS WILL NOT BE REQUIRED, UNLESS
THEORETICAL SECTION, BASED OFF OF THE NEW C/L LOCATION
3. WHERE THE EXISTING JETTY IS WITHIN 1-FOOT OF THE REQUIRED
SECTION AND THE EXISTING JETTY SECTION.
MADE TO BEST MATCH THE CHANNELSIDE SLOPE OF BOTH THE REPAIR
ADJUSTMENTS, BASED ON SURVEYS AND OBSERVATIONS, SHALL BE
THAT THE EXISTING CHANNELSIDE SLOPE LOCATION IS MAINTAINED. FIELD
2. THE THEORETICAL JETTY REPAIR SECTION SHALL BE LOCATED SUCH
REFERENCED TO NAVD88.
DEPICTED IN THE THEORETICAL SECTION. ALL ELEVATIONS ARE
1. THE CALCASIEU WEST JETTY SHALL BE REPAIRED TO THE DIMENSIONS
NOTES:
JETTY REPAIRS
NEW STONE FOR
EXISTING JETTY STONE
LEGEND
JETTY REPAIRS
NEW STONE FOR
EXISTING JETTY STONE
LEGEND
NEW ORLEANS DISTRICT
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IDENTIFICATION
SHEET
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US Army Corps
U .S
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P S O
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US Army Corps
U .S
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0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 84+00
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T N
A V
D
-5
-10
-15
-20
-25
-30
-35
-40
-45
-5
-10
-15
-20
-25
-30
-35
-40
-45
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 84+80
WEST JETTY C/L PROFILE
EAST JETTY C/L PROFILE
C /L S
T A . 8
E
E A
S T J
E T
T Y
O U
T E
R L
IM
IT
S
T A . 1
.2
E
E A
S T J
E T
T Y
IN
N
E R L
IM
IT
IE
L D V
E R
IF
IE
D
(L O
C A
T
IO
N T
O B
V
IG
A T
IO
N G
A P
E X
IS
T
IN
G
S
T A . 0
W W
E S
T J
E T
T Y
IN
N
E R L
IM
IT
IE
L D V
E R
IF
IE
D
(L O
C A
T
IO
N T
O B
V
IG
A T
IO
N G
A P
E X
IS
T
IN
G
CONSTRUCTION.
C/L LOCATIONS SHALL BE FIELD VERIFIED PRIOR TO
WITHIN 50-FEET EACH SIDE OF THE C/L OF EACH GAP. THE GAP
DEPICTED IN EACH PROFILE. NO STONE SHALL BE PLACED
JETTY. THE APPROXIMATE C/L LOCATIONS OF THESE GAPS ARE
4. THERE ARE TWO (2) NAVIGATION GAPS, ONE WITHIN EACH
PRIOR TO CONSTRUCTION.
AND WEST JETTY C/L ALIGNMENTS SHALL BE FIELD-VERIFIED
CENTERLINES. THE ACTUAL LOCATION OF THE CALCASIEU EAST
LOCATIONS OF THE EXISTING CALCASIEU EAST AND WEST JETTY
3. THE PROFILES SHOWN ARE BASED OFF OF THE APPROXIMATE
LOCATION.
ORDER TO MAINTAIN THE INTERIOR/ CHANNEL SIDE SLOPE
AND THEORETICAL SECTIONS SHIFTED TOWARDS THE OUTSIDE IN
WITH THE EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED,
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED
WEST JETTY - A CROWN ELEVATION OF +3' NAVD88
EAST JETTY - A CROWN ELEVATION OF +5' NAVD88, AND
FOLLOWING ELEVATIONS, AS DEPICTED IN THE ABOVE PROFILES:
1. THE CALCASIEU JETTIES SHALL BE REPAIRED TO THE
NOTES:
DESIGN GRADE: +5.0' NAVD88
DESIGN GRADE: +3.0' NAVD88
/1
/2
A U
G U
S T
C /L S
T A . 8
W
W E
S T J
E T
T Y
IN
N
E R L
IM
IT
P
B
W P
C
X
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
W E
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-04
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
0+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
4+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
8+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
12+00
-10
-20
-30
-40
-10
-20
-30
-40 E
L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
16+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
20+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
24+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
28+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
32+00
-10
-20
-30
-40
CHANNEL SIDE CHANNEL SIDE CHANNEL SIDE GULF/ LAND SIDEGULF/ LAND SIDEGULF/ LAND SIDE
CROSS SECTIONS - WEST JETTY C/L STATIONS 0+00 TO 32+00
:1
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
WEST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU WEST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
A U
G U
S T
/1
/2
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
WIDTH OF 10' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +3' NAVD88, WITH A CROWN
DIMENSIONS:
1. THE CALCASIEU WEST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
W P
B
W P
C
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
W E
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-05
CHANNEL SIDE CHANNEL SIDE CHANNEL SIDE GULF/ LAND SIDEGULF/ LAND SIDEGULF/ LAND SIDE
:1
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
36+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
40+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
44+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
48+00
-10
-20
-30
-40
-10
-20
-30
-40 E
L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
52+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
56+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
60+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
64+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
68+00
-10
-20
-30
-40
CROSS SECTIONS - WEST JETTY C/L STATIONS 36+00 TO 68+00
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
WEST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU WEST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
A U
G U
S T
/1
/2
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
WIDTH OF 10' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +3' NAVD88, WITH A CROWN
DIMENSIONS:
1. THE CALCASIEU WEST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
W P
B
W P
C
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
W E
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-06
CHANNEL SIDE GULF/ LAND SIDE
:1
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
72+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
76+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
78+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
80+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
81+80
-10
-20
-30
-40
CHANNEL SIDE GULF/ LAND SIDE
CROSS SECTIONS - WEST JETTY C/L STATIONS 72+00 TO 81+80
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
WEST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU WEST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
WIDTH OF 10' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +3' NAVD88, WITH A CROWN
DIMENSIONS:
1. THE CALCASIEU WEST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
A U
G U
S T
/1
/2
W P
B
W P
C
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
E A
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-07
CROSS SECTIONS - EAST JETTY C/L STATIONS 0+00 TO 32+00
:1
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
0+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
4+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
8+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
12+00
-10
-20
-30
-40
-10
-20
-30
-40 E
L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
16+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
20+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
24+00
-10
-20
-30
-40
-10
-20
-30
-40-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
28+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
32+00
-10
-20
-30
-40
CHANNEL SIDEGULF/ LAND SIDE CHANNEL SIDEGULF/ LAND SIDE CHANNEL SIDEGULF/ LAND SIDE
A U
G U
S T
/2
/2
W P
B
W P
C
X X
PURPOSES ONLY.
SHOWN LANDWARD OF THIS STATION ARE FOR INFORMATION
GULFWARD OF C/L STA. 16+71.23E (+/-). CROSS SECTIONS
5. REPAIRS TO THE CALCASIEU EAST JETTY ARE PROPOSED
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
EAST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU EAST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
OF 15' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +5' NAVD88, WITH A CROWN WIDTH
DIMENSIONS:
1. THE CALCASIEU EAST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
E A
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-08
:1
CROSS SECTIONS - EAST JETTY C/L STATIONS 36+00 TO 68+00
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
EAST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU EAST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
36+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
40+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
44+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
48+00
-10
-20
-30
-40
-10
-20
-30
-40 E
L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
52+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
56+00
-10
-20
-30
-40-60
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
60+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
64+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
68+00
-10
-20
-30
-40
CHANNEL SIDEGULF/ LAND SIDE CHANNEL SIDEGULF/ LAND SIDE CHANNEL SIDEGULF/ LAND SIDE
INTERIOR/ CHANNEL SIDE SLOPE LOCATION.
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
WIDTH OF 15' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +5' NAVD88, WITH A CROWN
DIMENSIONS:
1. THE CALCASIEU EAST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
A U
G U
S T
/1
/2
W P
B
W P
C
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
E A
S T A
N D W
E S
T J
E T
T Y R
E P
A
IR
S
C A
M E
R O
N P
A R
IS
H L
A
E D
-0
R .W .B
R .W .B
J .A .B
A N
S I
D
J A
S O
N A
B
IN
E T
H -1
-4
E A
S T J
E T
T Y T
Y P
IC
A L S
E C
T
IO
N S
H -1
-4
C -0
.D
G N
C-09
:1
CROSS SECTIONS - EAST JETTY C/L STATIONS 72+00 TO 82+00
ADDRESSED IN NOTE 2 ABOVE.
TO CONSTRUCTION, AND THE REPAIR SECTION SHIFTED AS
EAST JETTY C/L ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR
JETTY CENTERLINE. THE ACTUAL LOCATION OF THE CALCASIEU
APPROXIMATE LOCATION OF THE EXISTING CALCASIEU EAST
4. THE CROSS SECTIONS SHOWN ARE BASED OFF OF THE
SHEET C-01.
OF THE APPROXIMATE EXISTING JETTY C/L AS DEFINED ON PLAN
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION
CHANNEL SIDEGULF/ LAND SIDE CHANNEL SIDEGULF/ LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
72+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
76+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
78+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
80+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
82+00
-10
-20
-30
-40
INTERIOR/ CHANNEL SIDE SLOPE LOCATION. .
SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE
EXISTING CHANNEL SIDE SLOPES BEING MAINTAINED, AND THEORETICAL
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE
WIDTH OF 15' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +5' NAVD88, WITH A CROWN
DIMENSIONS:
1. THE CALCASIEU EAST JETTY SHALL BE REPAIRED TO THE FOLLOWING
NOTES:
A U
G U
S T
/1
/2
W P
B
W P
C
| Signed H-16-48176_G-01 |
| H-16-48176_G-02 |
| H-16-48176_G-03 |
| H-16-48176_C-01 |
| H-16-48176_C-02 |
| H-16-48176_C-03 |
| H-16-48176_C-04 |
| H-16-48176_C-05 |
| H-16-48176_C-06 |
| H-16-48176_C-07 |
| H-16-48176_C-08 |
| H-16-48176_C-09 |
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