W912P821R0050_Plans.pdf
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- Solicitation number
- W912P821R0050
About this file
This set of contract drawings and specifications solicits stone placement services for repairs to portions of the existing Calcasieu River East and West Jetties in Cameron Parish, Louisiana. The work includes upgrading sections of both jetties to specified dimensions and slopes, with the East Jetty crown raised to elevation +7 feet NAVD88 and the West Jetty crown to +5 feet. The solicitation also involves all associated surveys, mobilization and incidental work. The Department of the Army Corps of Engineers Engineering District New Orleans issued the solicitation, which references contract W912P821R0050. Submittal and performance dates are not noted.
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Other files
| File | Type | Posted |
|---|---|---|
| W912P821R0050 AM 0003.pdf | ||
| W912P821R0050 Am_0002.pdf | ||
| W912P821R0050 Am 0001.pdf | ||
| W912P821R0050 Solicitation.pdf |
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BINET.JASON.ALLAN.1
119446399
Digitally signed by
BINET.JASON.ALLAN.1119446399
Date: 2021.07.13 16:09:29 -05'00'
BECK.DAVID.ALLEN.12451825
Digitally signed by
BECK.DAVID.ALLEN.1245182593
Date: 2021.07.15 12:08:49 -05'00'
VOSSEN.JEAN.SPADAR
O.1230829760
Digitally signed by
VOSSEN.JEAN.SPADARO.1230829760
Date: 2021.07.15 12:39:23 -05'00'
Digitally signed by
MURPHY.STEPHEN.FRANCIS.106
0824203 Date: 2021.07.19 22:23:24 -05'00'
W P
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NEW ORLEANS DISTRICT
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IDENTIFICATION
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U .S
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MONKEY ISLAND
CAMERON, LA
CALCASIEU LAKE
ST JOHNS ISLAND
GULF OF MEXICO
N
0 12000'6000'
SCALE
GULF OF MEXICO
PROJECT AREA
CALCASIEU JETTY REPAIR
SHIP CHANNEL
CALCASIEU
TO CREOLE, LA
FERRY CROSSING
DAVIS ROAD
TO
HACKBERRY,
LA
CAMERON, LA
CAMERON PARISH, LA
CALCASIEU LAKE
FORK
WEST
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RABBIT
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GAGE
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GAGE
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VICKSBURG
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ALEXANDRIA
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LAKE CHARLES
BATON ROUGEL O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN LAKE
BORGNE
G U L F O F M E X I C O
M
IS
S
IS
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IP
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SCALE OF MILES
40 400 80 120 160 200
CITY
MORGAN
VICINITY MAP
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H
IT
A
LOCATION
PROJECT
NEW
ORLEANS
N
SHEET LEGEND:
LOCATION MAP
AND LOCATIONS, SEE DRAWING G-03.
NOTE: FOR VERTICAL CONTROL DESCRIPTIONS
JETTY
LOCATIONS
PROJECT GAGE/ VERTICAL CONTROL
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
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 77WATERWAY
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
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
J
U N
H -1
-4
G -0
.d g n
EAST JETTY CROSS SECTIONS STA. 66+50 TO STA. 76+00
THEORETICAL SECTIONS
EAST JETTY CROSS SECTIONS STA. 78+00 TO STA. 84+00C-05
C-06
WEST JETTY CROSS SECTIONS STA. 76+00 TO STA. 81+77C-07
A N
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IN
D
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N D
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JETTY CENTERLINE PROFILES
"CHANGES" CLAUSE.
ANY ADDITIONAL COSTS ASSOCIATED WITH THE STONE SALVAGING EFFORTS WILL BE HANDLED UNDER THE
PREVENTS ACCESS TO THE JETTY(IES), IT SHALL BE REMOVED AND PLACED BACK INTO THE JETTY SECTION.
TO VERIFY THAT ADEQUATE FLOATATION IS REQUIRED WITHOUT ANY OBSTRUCTIONS. IF STONE IS FOUND AND
CORRIDOR REQUIRED TO ACCESS THE JETTY AND THE BIDDERS SHOULD PERFORM A PRE-BID ASSESSMENT
CONDITIONS. HOWEVER, ISOLATED PIECES OF JETTY STONE COULD POSSIBLY STILL REMAIN WITHIN THE
THE CHANNELSIDE AREA ADJACENT TO THE EAST JETTY HAS BEEN RESTORED CLOSE TO PRE-CONSTRUCTION
BASED OFF OF THE AS-BUILT SURVEYS WHICH WERE USED FOR THIS SOLICITATION, IT DOES APPEAR THAT
SECTION, ALLOWING THEM TO COMPLETE THEIR CONTRACT.
STONE (AT LEAST WHAT WAS REQUIRED IN ORDER TO ACCESS THE JETTY) AND PLACED IT BACK INTO THE JETTY
THE JETTY. THIS WAS IDENTIFIED IN THE POST-STORM SURVEYS. THE CONTRACTOR DID, HOWEVER, REMOVE
AND ONTO THE CHANNELSIDE BERM, PREVENTING THE PREVIOUS CONTRACTOR FROM BEING ABLE TO ACCESS
THESE STORMS, JETTY STONE FROM THE EAST JETTY WAS KNOWN TO HAVE BEEN DISPLACED FROM THE JETTY
CAMERON PARISH AREA WAS IMPACTED SIGNIFICANTLY BY HURRICANES LAURA AND DELTA. AS A RESULT OF
13. BIDDERS ARE ALSO FOREWARNED THAT DURING THE PREVIOUS JETTY CONTRACT (19C0064), THE
(I.E. IN 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.
12. GAGE #73650, LOCATED AT APPROX. MILE 0.5R, SHALL BE USED FOR ALL SURVEYS PERFORMED UNDER THIS
FROM THE CORPS NEW ORLEANS DISTRICT'S SURVEY SECTION. THE SURVEY SECTION MAY BE REACHED AT (504) 862-2995.
THE DESCRIPTIONS OF CONTROL POINTS, FROM WHICH THESE GAGES WERE ESTABLISHED AND MAINTAINED, ARE AVAILABLE
CONTRACT. IN THE EVENT A GAGE WERE TO GET KNOCKED OUT OR DAMAGED, EITHER PRIOR TO OR DURING THIS CONTRACT,
11. THE GAGES IDENTIFIED IN THE "VERTICAL CONTROL BOX" ON THIS SHEET SHALL BE USED FOR VERTICAL CONTROL IN THIS
NO MOORING IS PERMITTED WITHIN 250' OF THE CALCASIEU RIVER CHANNEL C/L DEFINED ON THE DRAWINGS.
CHANNEL C/L. A MINIMUM 250' WIDE FAIRWAY CLEARANCE (EACH SIDE OF THE CHANNEL C/L) MUST BE MAINTAINED AT ALL TIMES.
10. WITHIN THE JETTY LIMITS, THE CALCASIEU SHIP CHANNEL IS A 400' WIDE NAVIGATION CHANNEL, 200-FEET EACH SIDE OF THE
SHALL CONDUCT ITS OPERATIONS IN ORDER TO NOT IMPACT TRAFFIC TRAVELING ALONG THE CALCASIEU RIVER SHIP CHANNEL.
DREDGING OF THE SHIP CHANNEL. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING ITS BID AND
INCLUDING PETROLEUM, LPG AND LNG TANKERS, AS WELL AS POSSIBLE HOPPER DREDGE(S) PERFORMING MAINTENANCE
9. THE CONTRACTOR SHOULD BE AWARE THAT TRAFFIC ALONG THE CALCASIEU RIVER WILL CONSIST OF DEEP DRAFT VESSELS, ALL XY COORDINATES ARE LOUISIANA STATE PLANE, SOUTH ZONE (1702), US SURVEY FEET.
AGAIN BE VERIFIED AND BASED OFF OF THE PRE-CONSTRUCTION SURVEYS TO BE TAKEN UNDER THIS CONTRACT.
STONE PLACED IN SOME AREAS DEVIATED FROM THE ALIGNMENT TO BE USED. THE FINAL ALIGNMENT TO BE USED WILL
CONSTRUCTION SURVEYS PERFORMED UNDER CONTRACT 19C0064. HOWEVER, BASED OFF OF THE FINAL AS-BUILTS,
8. THE JETTY CENTERLINE ALIGNMENTS/ COORDINATES PROVIDED WERE DEVELOPED AND BASED OFF OF THE PRE-
7. AERIAL PHOTOGRAPHY SHOWN IN THE PLANS WAS FLOWN IN 2017 (SHEET G-02) AND 2021 (SHEET C-01).
ALL ELEVATIONS SHOWN ARE IN FEET NAVD88.
AS-BUILT SURVEYS OF THE JETTIES WERE COMPLETED ON 18 MARCH 2021 (WEST JETTY) AND 22 MARCH 2021 (EAST JETTY).
CRAIN BROTHERS. PHYSICAL CONSTRUCTION UNDER THIS CONTRACT WAS COMPLETED ON 2 MARCH 2021, AND THE FINAL
COMPLETED USACE CONTRACT 19C0064. THESE SURVEYS WERE PERFORMED BY HYDROTERRA ON BEHALF OF THE PRIME,
6. GROUND LINES SHOWN WERE TAKEN FROM POST-CONSTRUCTION AS-BUILT SURVEYS OBTAINED UNDER RECENTLY
DIRECTED OTHERWISE BY THE COR.
5. JETTY AREAS THAT ARE WITHIN 1-FOOT OF THE REQUIRED THEORETICAL SECTIONS SHALL NOT BE REPAIRED, UNLESS
TOLERANCE.
"STONE PLACEMENT" FOR THE MAXIMUM, CONTINUOUS DISTANCE (200 FEET) OVER WHICH STONE MAY BE PLACED TO THIS
WILL BE ALLOWED IN THE FINISHED SURFACE OF THE STONE. SEE SPECS, SECTION 35 31 19.03 12, PARAGRAPH ENTITLED
4. A TOLERANCE OF +1.5 FEET ABOVE THE SPECIFIED SLOPES, LINES, AND GRADES SHOWN ON THE CONTRACT DRAWINGS
B. WEST JETTY - 10.0' WIDE CROWN TO ELEVATION +5.0' NAVD88, WITH SIDE SLOPES OF 1V ON 1.25H
A. EAST JETTY - 15.0' WIDE CROWN TO ELEVATION +7.0' NAVD88, WITH SIDE SLOPES OF 1V ON 1.25H, AND
3. WHERE SPECIFIED, THE REQUIRED CALCASIEU JETTY DIMENSIONS ARE AS FOLLOWS: (SEE SHEET C-02 FOR FURTHER DETAILS)
PLACING STONE WITHIN THE REQUIRED SECTIONS AND TOLERANCE LIMITS PROPOSED FOR THE REPAIRS SPECIFIED HEREIN.
ASSURE THAT ITS EQUIPMENT PROPOSED FOR THIS WORK IS CAPABLE OF SAFELY AND EFFECTIVELY REACHING AND PROPERLY
PRIOR TO SUBMITTING ITS BID AND, IF NECESSARY, LIGHT LOAD BARGES IN ORDER TO BE ABLE TO ACCESS THE JETTIES, AND
2. NO FLOTATION EXCAVATION IS ALLOWED TO ACCESS THE CALCASIEU JETTIES. THE CONTRACTOR SHALL VERIFY CONDITIONS
1. INGRESS AND EGRESS SHALL BE VIA THE GIWW, CALCASIEU RIVER SHIP CHANNEL AND THE GULF OF MEXICO.
WEST JETTY CROSS SECTIONS STA. 64+00 TO STA. 74+00
W P
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IDENTIFICATION
SHEET
D A
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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
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W O
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TO COMMENCEMENT OF STONE PLACEMENT.
THE ALIGNMENT(S) SHALL BE REVISED, AS DIRECTED BY THE GOVERNMENT, PRIOR
CONSTRUCTION SURVEYS WHICH SHALL BE TAKEN UNDER THIS CONTRACT AND COVER THE ENTIRE JETTY LIMITS. IF
THE FINAL ALIGNMENT(S) TO BE USED WILL VERIFIED/ DETERMINED BY THE GOVERNMENT BASED OFF OF THE PRE-
THAT CONTRACT, STONE PLACED IN SOME AREAS APPARENTLY DEVIATED FROM THE ALIGNMENT THAT WAS TO BE USED.
CONSTRUCTION SURVEYS PERFORMED UNDER CONTRACT 19C0064. HOWEVER, BASED OFF OF THE FINAL AS-BUILTS FOR
THE JETTY CENTERLINE ALIGNMENTS/ COORDINATES PROVIDED HEREIN WERE DEVELOPED AND BASED OFF OF THE PRE-
TO PLACE STONE AT ANY LOCATION(S) WITHIN THE INNER AND OUTER LIMITS OF THE JETTIES, IF DEEMED NECESSARY.
THIS SHEET FOR BOTH THE EAST AND WEST JETTIES, THE GOVERNMENT RESERVES THE RIGHT TO DIRECT THE CONTRACTOR
8. WHILE THE WORK PLANNED UNDER THIS CONTRACT IS ASSOCIATED WITH THE BASE AND OPTION REACHES DEFINED ON
ALL TIMES. NO MOORING IS PERMITTED WITHIN 250' OF THE CALCASIEU RIVER CHANNEL C/L DEFINED ON THIS DRAWING.
THE CHANNEL C/L. A MINIMUM 250' WIDE FAIRWAY CLEARANCE (EACH SIDE OF THE CHANNEL C/L) MUST BE MAINTAINED AT
7. WITHIN THE JETTY LIMITS, THE CALCASIEU SHIP CHANNEL IS A 400' WIDE NAVIGATION CHANNEL, 200-FEET EACH SIDE OF
LOCATIONS SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION.
DEPICTED IN PLAN VIEW. NO STONE SHALL BE PLACED WITHIN 50-FEET EACH SIDE OF THE C/L OF EACH GAP. THE GAP C/L
6. THERE ARE TWO (2) NAVIGATION GAPS, ONE WITHIN EACH JETTY. THE APPROXIMATE C/L LOCATIONS OF THESE GAPS ARE
ASSOCIATED WITH FLOATATION ACCESS)
5. FLOATATION EXCAVATION WILL NOT BE PERMITTED. (SEE GENERAL NOTE 13, SHEET G-03, FOR FURTHER DETAILS
US SURVEY FEET.
4. THE ALIGNMENT INFORMATION PROVIDED HEREIN IS IN NAD 83, LOUISIANA LAMBERT STATE PLANE (SOUTH ZONE-1702), OF THE SURVEYS WARRANTS ANY SHIFTS, REVIEW
3.
LOCATION.
AND THEORETICAL SECTIONS SHIFTED TOWARDS THE OUTSIDE IN ORDER TO MAINTAIN THE INTERIOR / CHANNEL SIDE SLOPE
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED WITH THE CHANNEL SIDE SLOPES BEING MAINTAINED, WEST JETTY - CROWN ELEVATION OF +5' NAVD88 WITH A 10' WIDE CROWN, AND SIDE SLOPES OF 1V ON 1.25H.
EAST JETTY - CROWN ELEVATION OF +7' NAVD88 WITH A 15' WIDE CROWN, AND SIDE SLOPES OF 1V ON 1.25H.
1. WHERE SPECIFIED, JETTY REPAIRS/ IMPROVEMENTS WILL BE TO THE FOLLOWING ELEVATIONS AND DIMENSIONS:
NOTES:
:1
800'0 400'
SCALE
J
U L
N
H -1
-4
C -0
P la n V ie w .d g n
C-01
P L
A N V
IE
W
COORDINATESJETTY C/L P.I.
15+46.34
15+96.40
14+28.95
13+14.65
13+47.03
16+96.34
31+32.02
32+96.30
24+96.46
23+71.46
23+96.35
-0+50.00
4+02.01
2+88.88
0+68.51
2+09.10
4+69.14
11+96.62
12+96.65
6+96.62
5+96.49
6+46.55
CALCASIEU WEST JETTY C/L ALIGNMENT
X 2641839.46 Y 466312.47
33+96.38
43+93.62
51+68.20
55+96.33
56+96.36
59+96.36
60+46.42
61+96.42
63+96.55
64+96.67
62+96.55
JETTY C/L P.I. COORDINATES
67+87.85
69+46.62
69+96.69
78+96.68
79+46.75
81+77.26
84+46.64
X 2641928.38 Y 466234.13
X 2641976.72 Y 466102.11
X 2641992.06 Y 466023.82
X 2642025.05 Y 465915.60
X 2642074.19 Y 465869.87
X 2642097.94 Y 465744.75
X 2642109.72 Y 465696.10
X 2642121.50 Y 465647.44
X 2642214.76 Y 465156.21
X 2642230.95 Y 465057.50
X 2642234.31 Y 465039.82
X 2642241.44 Y 465008.23
X 2642265.68 Y 464929.98
X 2642284.62 Y 464814.13
X 2642295.16 Y 464765.19
X 2642314.17 Y 464667.07
X 2642448.55 Y 464005.46
X 2642453.30 Y 463981.03
X 2642469.95 Y 463882.31
X 2642591.26 Y 463258.44
X 2642611.62 Y 463095.43
X 2642626.49 Y 462996.46
X 2642750.06 Y 462006.90
X 2642848.26 Y 461238.57
X 2642903.64 Y 460814.04
X 2642914.09 Y 460714.56
X 2642952.89 Y 460417.08
X 2642956.88 Y 460367.18
X 2642976.28 Y 460218.44
X 2642994.18 Y 460119.92
X 2643007.11 Y 460020.76
X 2643015.09 Y 459920.96
X 2643052.75 Y 459632.22
X 2643071.85 Y 459474.60
X 2643080.34 Y 459425.26
X 2643188.59 Y 458531.80
X 2643192.12 Y 458481.86
X 2643219.85 Y 458253.02
X 2643252.25 Y 457985.60
COORDINATESJETTY C/L P.I.
64+47.25
65+43.77
52+51.24
45+00.99
52+00.99
68+26.24
80+80.10
84+52.35
80+51.66
68+51.73
70+98.56
-0+50.00
16+74.99
4+67.70
3+59.71
3+77.54
17+00.50
41+44.27
44+50.74
27+41.64
26+00.49
26+50.74
CALCASIEU EAST JETTY C/L ALIGNMENT
X 2643536.87
X 2643224.25
X 2643214.80
X 2643214.30
X 2643365.59
X 2643373.69
X 2643486.47
X 2643487.78
X 2643499.17
X 2643669.95
X 2643709.35
X 2643720.74
X 2643810.74
X 2643812.21
X 2643965.98
X 2643977.59
X 2644017.52
X 2644016.10
X 2644051.00
X 2644171.48
X 2644179.98
X 2644227.03
Y 466561.66
Y 466296.83
Y 466281.72
Y 466191.56
Y 464993.78
Y 464969.60
Y 464076.70
Y 464026.47
Y 463936.28
Y 462544.09
Y 462240.16
Y 462191.22
Y 461497.03
Y 461446.80
Y 460260.72
Y 460164.90
Y 459885.27
Y 459859.81
Y 459615.46
Y 458670.01
Y 458642.87
Y 458273.61
Safety is a Part of Your Contract
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W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
E D
-0
H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
Y 468803.552
X 2642634.214
C/L STA. 0+00W
WEST JETTY
INNER LIMIT OF
GULF OF MEXICO
D M
APPROX. WEST JETTY C/L
APPROX. EAST JETTY C/L
CHANNEL BOTTOM EDGE OF CUT
CHANNEL BOTTOM EDGE OF CUT
CALCASIEU RIVER SHIP CHANNEL C/L
-0 +5
0.
E
3+ .7 1E
3+ .5 4E
.7
E
DISTURBED)
DOCK (NOT TO BE
.9
E
.5
E
.4
E
.7
E
.6
E
.2
E
.7
E
.9
E
.9
E
.2
E
.2
E
.7
E
.2
E
.7
E
.5
E
X 2643966.029
Y 460217.803
OF NAVIGATION GAP
APPROX LOCATION
X 2642995.396
Y 460067.110
-0+50.00W
.5
W
.1
W
.8
W
.0
W
.1
W
.4
W
.5
W
.6
W
.6
W
.6
W
.6
W
.0
W
.9
W
.3
W
.4
W
.3
W
.4
W
.3
W
.4
W
.0
W
.3
W
.3
W
.6
W
.2
W
.3
W
.3
W
.3
W
.4
W
W
.9
.5
W
.5
W
.6
W
.8
W
.6
W
.6
W
X 2643711.384
Y 458260.957
.6
W
.7
W
.6
W
.3
E
.1
E
.6
E
C /L S
T A . 1
.2
E
E A
S T J
E T
T Y
IN
N
E R L
IM
IT
O
F
MOORING FACILITY
TURNING BASIN AND
VENTURE GLOBAL LNG
C /L S
T A . 8
W
W E
S T J
E T
T Y R
E P
A
IR
S O
U T
E R L
IM
IT
O
F
(TO BE FIELD VERIFIED)
OF NAVIGATION GAP
APPROX LOCATION
BASE REACH
C /L S
T A . 6
W
C /L S
T A . 6
W
REACH
OPTION
C /L S
T A . 7
E
C /L S
T A . 6
E
BASE REACH
REACH
OPTION
C /L S
T A . 8
E
E A
S T J
E T
T Y R
E P
A
IR
S O
U T
E R L
IM
IT
O
F
C-02
N.T.S.
N.T.S.
1V :1 .2 5H
1V :1.25H
NEW STONE 1V
:1.25H
1V :1 .2 5H
CROWN EL. +7.0' NAVD88
CROWN EL. +5.0' NAVD88
NEW STONE
WIDTH 10'
CROWN
WIDTH 15'
CROWN
.0
GULF/ LAND SIDE
GULF/ LAND SIDE CHANNEL SIDE
CHANNEL SIDE
J
U L
H -1
-4
C -0
T h e o re ti c a l S e c ti o n s .d g n
J E
T T
Y T
H E
O R
E T
IC
A L S
E C
T
IO
N S
(SEE NOTE 2 FOR FUTHER DETAILS)
FIELD DETERMINED
EDGE OF 15' CROWN AND TO BE
JETTY C/L LOCATED 7.5' FROM
(SEE NOTE 2 FOR FUTHER DETAILS)
FIELD DETERMINED
EDGE OF 10' CROWN AND TO BE
JETTY C/L LOCATED 5' FROM
HEREIN. THIS WORK WAS COMPLETED ON 2 MARCH 2021.
+5' NAVD88, AND THE SAME CROWN WIDTH AND SLOPES BEING SPECIFIED
5. THE EAST JETTY WAS RECENTLY REPAIRED TO APPROX. ELEVATION
REFLECTS THE ALIGNMENT INFORMATION PROVIDED ON PLAN SHEET C-01.
4. THE APPROXIMATE LOCATION OF THE C/L OF THE EXISTING JETTY
REQUIRED UNLESS DIRECTED BY THE COR.
DETERMINED BY PRE-CONSTRUCTION SURVEYS, REPAIRS WILL NOT BE
THEORETICAL SECTION, BASED OFF OF THE FINAL C/L LOCATION TO BE
3. WHERE THE EXISTING JETTY IS WITHIN 1-FOOT OF THE REQUIRED
THE CHANNELSIDE SLOPE OF THE EXISTING JETTY SECTION.
BASED ON SURVEYS AND OBSERVATIONS, SHALL BE MADE TO BEST MATCH
NOT ROLE INTO THE CALCASIEU SHIP CHANNEL. FIELD ADJUSTMENTS,
JETTY. THIS IS TO ASSURE THAT DURING STONE PLACEMENT, STONE DOES
MAINTAINED, WITHOUT THE NEW WORK "STRADDLING" THE EXISTING
THAT THE EXISTING CHANNELSIDE SLOPE LOCATION IS ESSENTIALLY
2. THE THEORETICAL JETTY REPAIR SECTION SHALL BE LOCATED SUCH
DIRECTED BY THE COR.
WHERE SPECIFIED ON THE CONTRACT DRAWINGS, OR AS OTHERWISE
ARE REFERENCED TO NAVD88. REPAIRS/ UPGRADES SHALL BE PERFOEMED
DIMENSIONS DEPICTED IN THE THEORETICAL SECTION. ALL ELEVATIONS
1. THE CALCASIEU EAST JETTY SHALL BE REPAIRED/ UPGRADED TO THE
NOTES:
HEREIN. THIS WORK WAS COMPLETED ON 9 DECEMBER 2020.
+3' NAVD88, AND THE SAME CROWN WIDTH AND SLOPES BEING SPECIFIED
5. THE WEST JETTY WAS RECENTLY REPAIRED TO APPROX. ELEVATION
REFLECTS THE ALIGNMENT INFORMATION PROVIDED ON PLAN SHEET C-01.
4. THE APPROXIMATE LOCATION OF THE C/L OF THE EXISTING JETTY
REQUIRED UNLESS DIRECTED BY THE COR.
DETERMINED BY PRE-CONSTRUCTION SURVEYS, REPAIRS WILL NOT BE
THEORETICAL SECTION, BASED OFF OF THE FINAL C/L LOCATION TO BE
3. WHERE THE EXISTING JETTY IS WITHIN 1-FOOT OF THE REQUIRED
THE CHANNELSIDE SLOPE OF THE EXISTING JETTY SECTION.
BASED ON SURVEYS AND OBSERVATIONS, SHALL BE MADE TO BEST MATCH
NOT ROLE INTO THE CALCASIEU SHIP CHANNEL. FIELD ADJUSTMENTS,
JETTY. THIS IS TO ASSURE THAT DURING STONE PLACEMENT, STONE DOES
MAINTAINED, WITHOUT THE NEW WORK "STRADDLING" THE EXISTING
THAT THE EXISTING CHANNELSIDE SLOPE LOCATION IS ESSENTIALLY
2. THE THEORETICAL JETTY REPAIR SECTION SHALL BE LOCATED SUCH
DIRECTED BY THE COR.
WHERE SPECIFIED ON THE CONTRACT DRAWINGS, OR AS OTHERWISE
ARE REFERENCED TO NAVD88. REPAIRS/ UPGRADES SHALL BE PERFOEMED
DIMENSIONS DEPICTED IN THE THEORETICAL SECTION. ALL ELEVATIONS
1. THE CALCASIEU WEST JETTY SHALL BE REPAIRED/ UPGRADED TO THE
NOTES:
(VIEW LOOKING DOWNSTREAM)
EAST JETTY REPAIR THEORETICAL SECTION
(VIEW LOOKING UPSTREAM)
WEST JETTY REPAIR THEORETICAL SECTION
W P
C x x x x
NEW ORLEANS DISTRICT
S 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
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IN
E 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
A N
S I
D
E D
-0
H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
P
C x x x x
NEW ORLEANS DISTRICT
S 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
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E N
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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
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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
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
A N
S I
D
E D
-0
H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
-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+00
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
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 . 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
C /L 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
S
T A . 8
E
E A
S T J
E T
T Y
O U
T E
R L
IM
IT
C-03
J E
T T
Y C
E N
T E
R L
IN
E P
R O
F
IL
E S
H -1
-4
C -0
J e tt y C e n te rl in e P ro fi le s .d g n
J
U L
:1
C /L S
T A . 7
E
C /L S
T A . 6
E
BASE REACH
REACH
OPTION
C /L S
T A . 8
W
W E
S T J
E T
T Y
O U
T E
R L
IM
IT
S
T A . 6
W
C /L S
T A . 6
W
BASE REACH
REACH
OPTION
THIS CONTRACT.
THE PRE-CONSTRUCTION SURVEYS TO BE TAKEN UNDER
TO BE USED WILL AGAIN BE VERIFIED AND BASED OFF OF
REPAIR CONTRACT 19C0064. THE FINAL ALIGNMENT
UNDER THE RECENTLY COMPLETED CALCASIEU JETTY
OFF OF THE PRE-CONSTRUCTION SURVEYS PERFORMED
SHEET C-01, AND WERE DEVELOPED FROM AND BASED
CENTERLINE ALIGNMENTS/ COORDINATES, PROVIDED ON
2. THE PROFILES SHOWN ARE BASED OFF THE JETTY
WEST JETTY - A CROWN ELEVATION OF +5' NAVD88
EAST JETTY - A CROWN ELEVATION OF +7' NAVD88, AND
ELEVATIONS DEPICTED IN THE ABOVE PROFILES:
UPGRADED WHERE SPECIFIED, TO THE FOLLOWING
1. THE CALCASIEU JETTIES SHALL BE REPAIRED/
NOTES:
COST.
DISPOSED OF BY THE CONTRACTOR AT HIS/HERS
SHALL NOT BE PAID FOR AND SHALL BE REMOVED AND
THE GAPS. ANY STONE MISPLACED WITHIN THE GAPS
SHALL ASSURE THAT NO STONE IS PLACED WITHIN
BASE AND OPTIONS REACHES, THE CONTRACTOR
AND WHILE THE GAPS ARE OUTSIDE OF THE DEFINED
SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
OF THE C/L OF EACH GAP. THE GAP C/L LOCATIONS
STONE SHALL BE PLACED WITHIN 50-FEET EACH SIDE
THESE GAPS ARE DEPICTED IN EACH PROFILE. NO
EACH JETTY. THE APPROXIMATE C/L LOCATIONS OF
3. THERE ARE TWO (2) NAVIGATION GAPS, ONE WITHIN
P
C x x x x
NEW ORLEANS DISTRICT
S 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
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IN
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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
A N
S I
D
E D
-0
H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
:1
Z=0.0000 Y=460354.1266 X=2655638.6491
J
U L
S T
A T
O S
T A
E A
S T J
E T
T Y C
R O
S S S
E C
T
IO
N S
C-04
CROSS SECTIONS - EAST JETTY C/L STATIONS 66+50 TO 76+00
H -1
-4
C -0
E a s t J e tt y C ro s s S e c ti o n s .d g n
ADDRESSED IN NOTE 2 ABOVE.
NECESSARY, BASED OFF OF THE PRE-CONSTRUCTION SURVEYS
SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION AND ADJUSTED, IF
THE ACTUAL LOCATION OF THE CALCASIEU EAST JETTY C/L ALIGNMENT
CONTRACT (19C0064) AND DEFINED ON PLAN SHEET C-01.
JETTY C/L ALIGNMENT THAT WAS DEVELOPED DURING THE PREVIOUS
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION OF THE
LIMITS.
WILL BE REQUIRED OVER THE ENTIRE JETTY
REVIEW AND APPROVAL OF THE PRE-CONSTRUCTION SURVEYS THAT
ALONG THE ALIGNMENT TO BE VERIFIED FOLLOWING THE SUMISSION,
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED
OF 15' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +7' NAVD88, WITH A CROWN WIDTH
UPGRADED TO THE FOLLOWING DIMENSIONS:
1. WHERE SPECIFIED, THE CALCASIEU EAST JETTY SHALL BE REPAIRED/
NOTES:
-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
-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
STA. 68+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
STA. 70+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
STA. 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
STA. 74+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
STA. 76+00
-10
-20
-30
-40
STA. 66+50
GULF/ LAND SIDE CHANNEL SIDE
CHANNEL SIDEGULF/ LAND SIDE
CHANNEL SIDEGULF/ LAND SIDE
GULF/ LAND SIDE CHANNEL SIDE
GULF/ LAND SIDE CHANNEL SIDE
P
C x x x x
NEW ORLEANS DISTRICT
S 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
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T E
A P
P R
®of Engineers
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U .S
A R
M Y C
O R
P S O
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IN
E 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
A N
S I
D
E D
-0
H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
:1
Z=0.0000 Y=460354.1266 X=2655638.6491
J
U L
S T
A T
O S
T A
E A
S T J
E T
T Y C
R O
S S S
E C
T
IO
N S
C-05
CROSS SECTIONS - EAST JETTY C/L STATIONS 78+00 TO 84+00
H -1
-4
C -0
E a s t J e tt y C ro s s S e c ti o n s .d g n
ADDRESSED IN NOTE 2 ABOVE.
NECESSARY, BASED OFF OF THE PRE-CONSTRUCTION SURVEYS
SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION AND ADJUSTED, IF
THE ACTUAL LOCATION OF THE CALCASIEU EAST JETTY C/L ALIGNMENT
CONTRACT (19C0064) AND DEFINED ON PLAN SHEET C-01.
JETTY C/L ALIGNMENT THAT WAS DEVELOPED DURING THE PREVIOUS
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION OF THE
LIMITS.
WILL BE REQUIRED OVER THE ENTIRE JETTY
REVIEW AND APPROVAL OF THE PRE-CONSTRUCTION SURVEYS THAT
ALONG THE ALIGNMENT TO BE VERIFIED FOLLOWING THE SUMISSION,
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED
OF 15' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +7' NAVD88, WITH A CROWN WIDTH
UPGRADED TO THE FOLLOWING DIMENSIONS:
1. WHERE SPECIFIED, THE CALCASIEU EAST JETTY SHALL BE REPAIRED/
NOTES:
-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
STA. 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
STA. 80+00
-10
-20
-30
-40
-10
-20
-30
-40
-50
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
STA. 82+00
-10
-20
-30
-40
-50
-70
-60
-50
-40
-30
-20
-10 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
STA. 84+00
-70
-60
-50
-40
-30
-20
-10
GULF/ LAND SIDE CHANNEL SIDE
GULF/ LAND SIDE CHANNEL SIDE
P
C x x x x
NEW ORLEANS DISTRICT
S O
L
IC
IT
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IO
N N
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D W
N B
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D B
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D E
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4 5
A
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D A
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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
W O
R L E
A N
S D
IS
T R
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N E
W O
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A N
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IA
N A
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-0
H -1
-4
J .A .B
W P
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M .J .T
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C A
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-10
-20
-30
-40
E L E
V A
T
IO
N N
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D
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-140-150
STA. 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
STA. 66+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
STA. 68+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
STA. 70+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
STA. 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
STA. 74+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
-10
-20
-30
-40
:1
Z=0.0000 Y=460354.1266 X=2655638.6491
J
U
IN
S T
A T
O S
T A
W E
S T J
E T
T Y C
R O
S S S
E C
T
IO
N S
C-06
E L E
V A
T
IO
N N
A V
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E L E
V A
T
IO
N N
A V
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CROSS SECTIONS - WEST JETTY C/L STATIONS 64+00 TO 74+00
PRE-CONSTRUCTION SURVEYS ADDRESSED IN NOTE 2 ABOVE.
AND ADJUSTED, IF NECESSARY, BASED OFF OF THE
ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION
THE ACTUAL LOCATION OF THE CALCASIEU WEST JETTY C/L
PREVIOUS CONTRACT (19C0064) AND DEFINED ON PLAN SHEET C-01.
THE JETTY C/L ALIGNMENT THAT WAS DEVELOPED DURING THE
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION OF
LIMITS.
SURVEYS THAT WILL BE REQUIRED OVER THE ENTIRE JETTY
SUMISSION, REVIEW AND APPROVAL OF THE PRE-CONSTRUCTION
ALONG THE ALIGNMENT TO BE VERIFIED FOLLOWING THE
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED
OF 10' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +5' NAVD88, WITH A CROWN WIDTH
REPAIRED/ UPGRADED TO THE FOLLOWING DIMENSIONS:
1. WHERE SPECIFIED, THE CALCASIEU WEST JETTY SHALL BE
NOTES:
H -1
-4
C -0
W e s t J e tt y C ro s s S e c ti o n s
GULF/ LAND SIDECHANNEL SIDE
GULF/ LAND SIDECHANNEL SIDE
GULF/ LAND SIDECHANNEL SIDE
P
C x x x x
NEW ORLEANS DISTRICT
S 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
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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
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
A N
S I
D
E D
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H -1
-4
J .A .B
W P
R
M .J .T
M .J .T
M
IC
H A
E L J T
O L
IV
A R
J U
L Y
C A
M E
R O
N P
A R
IS
H L
A
E A
S T W
E S
T J
E T
T Y R
E P
A
IR
S
C A
L C
A S
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E R A
N D P
A S
S L
A
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 150-40-60-80-100-120-140-150
-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
STA. 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
STA. 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
STA. 81+77
-10
-20
-30
-40
STA. 76+00
-20
:1
Z=0.0000 Y=460354.1266 X=2655638.6491
J
U N
E
S T
A T
O S
T A
W E
S T J
E T
T Y C
R O
S S S
E C
T
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N S
C-07
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
CROSS SECTIONS - WEST JETTY C/L STATIONS 76+00 TO 81+77
PRE-CONSTRUCTION SURVEYS ADDRESSED IN NOTE 2 ABOVE.
AND ADJUSTED, IF NECESSARY, BASED OFF OF THE
ALIGNMENT SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION
THE ACTUAL LOCATION OF THE CALCASIEU WEST JETTY C/L
PREVIOUS CONTRACT (19C0064) AND DEFINED ON PLAN SHEET C-01.
THE JETTY C/L ALIGNMENT THAT WAS DEVELOPED DURING THE
3. ZERO "0" ON EACH CROSS SECTION REFLECTS THE LOCATION OF
LIMITS.
SURVEYS THAT WILL BE REQUIRED OVER THE ENTIRE JETTY
SUMISSION, REVIEW AND APPROVAL OF THE PRE-CONSTRUCTION
ALONG THE ALIGNMENT TO BE VERIFIED FOLLOWING THE
2. REPAIRS TO THE CALCASIEU JETTIES SHALL BE CONSTRUCTED
OF 10' AND SIDE SLOPES NO STEEPER THAN 1V ON 1.25H
- A CROWN ELEVATION OF +5' NAVD88, WITH A CROWN WIDTH
REPAIRED/ UPGRADED TO THE FOLLOWING DIMENSIONS:
1. WHERE SPECIFIED, THE CALCASIEU WEST JETTY SHALL BE
NOTES:
H -1
-4
C -0
W e s t J e tt y C ro s s S e c ti o n s
GULF/ LAND SIDECHANNEL SIDE
GULF/ LAND SIDECHANNEL SIDE
(SEE NOTES 2 AND 3)
ALIGNMENT FOR CONSTRUCTION.
TO BE USED TO VERIFY THE FINAL JETTY
PRELIMINARY CONSTRUCTION SURVEYS
REVISED FOLLOWING RECEIPT OF THE
TO BE VERIFIED, AND IF NECESSARY,
SIDE SHIFT. LOCATION OF JETTY C/L
THAT MIGHT REQUIRE A LAND
TYPICAL EXAMPLE OF A SECTION
(SEE NOTES 2 AND 3)
ALIGNMENT FOR CONSTRUCTION.
TO BE USED TO VERIFY THE FINAL JETTY
PRELIMINARY CONSTRUCTION SURVEYS
REVISED FOLLOWING RECEIPT OF THE
TO BE VERIFIED, AND IF NECESSARY,
SIDE SHIFT. LOCATION OF JETTY C/L
THAT MIGHT REQUIRE A LAND
TYPICAL EXAMPLE OF A SECTION
| H-16-48475_G-01 Cover_SIGNED |
| H-16-48475_G-02 Vicinty |
| H-16-48475_G-03 Notes-LEGEND |
| H-16-48475_C-01 Plan View |
| H-16-48475_C-02 Theoretical Sections |
| H-16-48475_C-03 Centerline Profiles |
| H-16-48475_C-04 East Jetty Cross Sections Sta. 66+50 - Sta. 76+00 |
| H-16-48475_C-05 East Jetty Cross Sections Sta. 78+00 - Sta. 84+00 |
| H-16-48176_C-06 West Jetty Cross Sections Sta. 64+00 - Sta. 74+00 |
| H-16-48176_C-07 West Jetty Cross Sections Sta. 76+00 - Sta. 81+77 |
File details come from the government source that posted it. Updated .