20240930_ED-24-011_PLANS.pdf
PDF 10 MB Posted
- Solicitation number
- W912P825BA016
About this file
These are engineering design plans for the Tiger Pass Bar Channel Maintenance Dredging project in Plaquemines Parish, Louisiana, prepared by the U.S. Army Corps of Engineers New Orleans District. The comprehensive set of technical drawings details the dredging work for approximately 2.25 million cubic yards of material to restore navigation in the Tiger Pass Ship Channel, with precise geospatial coordinates, channel centerline alignments, and profile views spanning multiple stations from approximately 237+48.63 to 772+15.
The plans include detailed technical specifications such as typical cross-sections, channel geometry, curve data, and disposal site configurations. The project involves single point discharge pipeline disposal of dredged materials into designated areas, with survey data collected in November 2023 and April 2024. The engineering drawings meticulously document channel elevations, bottom edges of cut, navigation markers, and geographical features around Chawee Bay and Joes Bay near the Gulf of Mexico, with the project area located in the vicinity of Venice, Louisiana.
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NEW ORLEANS DISTRICT
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VICINITY MAP
SCALE OF MILES
SCALE
40 0 40 80 120 160 200
DESCRIPTION
TABULATION OF GAGES
LOCATIONGAGE
Y = 238,222.19
X = 3,890,232.63
0.0' GAGE = 0.0' NAVD88 (2009.55) = (-)0.08' MLLW (2012-2016) = 2.92' MLG
AND TENTHS OF FEET NAILED TO NAVIGATION DAY MARKER NO. 10 IN TIGER PASS.
ALL STAFF GAGE IS 2" X 6" PAINTED WHITE WITH BLACK LINES FOR FOOT MARKS
(01535-DM17)
DAY MARKER 17
STAFF GAGE AT
Y = 242,083.31
X = 3,895,773.25
0.0' GAGE = (-)0.18' NAVD88 (2009.55) = (-)0.31' MLLW (2012-2016) = 2.69' MLG
AND TENTHS OF FEET NAILED TO NAVIGATION DAY MARKER NO. 17 IN TIGER PASS.
ALL STAFF GAGE IS 2" X 6" PAINTED WHITE WITH BLACK LINES FOR FOOT MARKS
(01535-DM10)
DAY MARKER 10
STAFF GAGE AT
INDEX OF DRAWINGSNO.
COVER SHEETG-01
G-02
G-03
C-01
C-02
LOCATION MAP, VERTICAL CONTROL, VIVINITY MAP, LEGEND, AND INDEX OF DRAWINGS
PLAN AND PROFILE - C/L STAS. 505+00 TO 640+00C-03
C-04
TABULATIONS, CHANNEL C/L COORINATES AND CURVE DATA
PLAN AND PROFILE - C/L STAS. 640+00 TO 772+15
PLAN AND PROFILE - C/L STAS. 372+49 TO 505+00
C-05 CROSS SECTIONS - C/L STAS. 340+00 TO 380+00 AND THEORETICAL SECTIONS
CROSS SECTIONS - C/L STAS. 390+00 TO 440+00
ABBREVIATIONS
MAX
MIN.
TYP
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
APPROXIMATE
VERTICAL
STATION
DRAWINGDWG
* UNLESS OTHERWISE NOTED ON EACH SHEET
EL.
FT
MISC
GENERAL LEGEND
ELEVATION
EXIST EXISTING
V
H HORIZONTAL
P.I. POINT OF INFLECTION
STA.
FEET
N.T.S. NOT TO SCALE
FT
P.I.
EXISTING JETTY
BOTTOM EDGE OF CUT
C/L CENTERLINE
BASELINEB/L
BOTTOM EDGE OF CUT
SF SQUARE FEET
(+/-) APPROXIMATE
GAGE
AC ACRE
CHANNEL CENTERLINE
TOP EDGE OF CUT
APPROX.
LF LINEAR FEET
T.E.C.
B.E.C.
CUBIC YARDSCY
C-06
CROSS SECTIONS - C/L STAS. 450+00 TO 500+00C-07
CROSS SECTIONS - C/L STAS. 510+00 TO 560+00
PROJECT LOCATION
WELL HEAD
BUOY
G-02
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DAY MARKER #17
GAGE AT
DAY MARKER #10
GAGE AT
GULF OF MEXICO
CHAWEE BAY
JOES BAY
SH
EET
C -0
SH
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C -0
SHEET C-04
:3
G -0
0.0' GAGE = 0.0' NAVD88 (2009.55) = (-)0.53' MLLW (2012-2016) = 2.47' MLG
LOCATED AT RIGHT DESCENDING BANK AT RIVER MILE 10.7 AT VENICE, LA.
Y = 287,605.33
X = 3,912,262.55
(01480)
RIVER AT VENICE
MISSISSIPPI
C-08
PLAN AND PROFILE - C/L STAS. 237+48.63 TO 372+49
S H
E E
T C -0
C-09
C-10
CROSS SECTIONS - C/L STAS. 570+00 TO 620+00
CROSS SECTIONS - C/L STAS. 630+00 TO 680+00
N
0 6000'3000'
SINGLE POINT DISCHARGE (SPD)
C-11 CROSS SECTIONS - C/L STA 690+00
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G-03
3,874,462.92236,477.00772+15.390POE
3,875,705.13236,496.25759+73.034PI
3,877,677.10236,528.44740+00.806PI
C-04
3,884,109.12236,633.83675+67.922PT
3,886,727.53236,676.74650+37.592PI
3,889,067.34237,852.85624+18.824PC
3,891,946.05239,299.83591+96.915PT
3,892,525.29239,590.98585+54.091PI
3,893,024.99240,004.00579+05.796PC
3,894,190.23240,967.09563+94.063PT
3,895,601.49242,133.53546+62.984PI
3,897,419.16242,353.25528+32.076PC
C-03
3,898,524.71242,486.89517+18.480PT
3,899,148.11242,562.25511+28.735PI
3,899,619.14242,977.52505+00.794PC
3,901,303.64244,462.64482+55.099PT
3,901,855.59244,949.26475+27.285PI
3,902,512.59245,280.60467+91.458PC
3,903,270.20245,662.66459+42.968PT
3,904,265.17246,164.44448+56.138PI
3,904,999.38247,002.70437+41.800PC
3,905,580.08247,665.68428+60.468PT
3,906,251.24248,431.95418+49.007PI
3,907,064.72249,045.05408+30.363PC
3,907,772.67249,578.58399+43.876PT
3,908,254.76249,941.92393+73.339PI
3,908,463.27250,508.43387+69.669PC
C-02
3,908,988.64251,935.86372+48.628PT
3,909,123.74252,302.86368+64.181PI
3,909,137.09252,693.70364+73.108PC
3,909,175.62253,821.28353+44.867PT
3,909,209.43254,810.64343+91.992PI
3,909,690.27255,675.95334+02.060PC
3,909,879.06256,015.69330+13.388PT
3,910,218.49256,626.51323+16.197PI
3,910,484.14257,272.83316+17.406PC
3,910,684.18257,759.53310+91.205PT
3,910,855.49258,176.34306+42.164PI
3,911,085.68258,563.76301+91.517PC
3,911,176.28258,716.24300+14.151PI
3,911,365.96259,035.49296+42.804PT
3,911,767.43259,711.19288+66.532PI
3,911,972.73260,469.86280+80.568PC
3,912,573.68262,690.64257+79.924PT
3,912,706.22263,180.43252+74.923PI
3,912,919.16263,641.00247+67.510PC
C-01
3,913,238.77264,332.27240+05.931PT
---3,913,491.36264,878.60234+47.140PI
---3,913,359.95265,465.98228+45.243PC
---3,913,241.97265,993.33223+04.849POB
SHEET #EASTINGNORTHINGSTATIONPOINT TYPE
TIGER PASS CHANNEL C/L ALIGNMENT COORDINATES
SOURCE: OPEN ROADS DESIGNER
MIDDLE ORDINATE: 288.02 MIDDLE ORDINATE: 36.26 MIDDLE ORDINATE: 252.26 MIDDLE ORDINATE: 90.98 MIDDLE ORDINATE: 46.68
5,105.88 CHORD:1,288.40 CHORD:3,513.89 CHORD:1,199.36 CHORD:1,459.66 CHORD:
TANGENT: 2,618.77 TANGENT: 648.29 TANGENT: 1,830.91 TANGENT: 627.94 TANGENT: 735.83
DEGREE OF CURVATURE (ARC): 0.5° DEGREE OF CURVATURE (ARC): 0.99° DEGREE OF CURVATURE (ARC): 0.92° DEGREE OF CURVATURE (ARC): 2.83° DEGREE OF CURVATURE (ARC): 1.00°
5,149.10 LENGTH:1,291.12 LENGTH:3,561.99 LENGTH:1,217.69 LENGTH:1,463.64 LENGTH:
25.75° DELTA:12.88° DELTA:32.68° DELTA:34.51° DELTA:14.64° DELTA:
11,458.18 RADIUS: 5,739.86 RADIUS: 6,244.64 RADIUS: 2,021.80 RADIUS: 5,728.90 RADIUS:
EXTERNAL: 295.45 EXTERNAL: 36.5 EXTERNAL: 262.88 EXTERNAL: 95.27 EXTERNAL: 47.06
SECOND SUBTANGENT DISTANCE: 2618.77 SECOND SUBTANGENT DISTANCE: 648.3 SECOND SUBTANGENT DISTANCE: 1830.91 SECOND SUBTANGENT DISTANCE: 627.94 SECOND SUBTANGENT DISTANCE: 735.83'
FIRST SUBTANGENT DISTANCE: 2618.77 FIRST SUBTANGENT DISTANCE: 648.3 FIRST SUBTANGENT DISTANCE: 1830.91 FIRST SUBTANGENT DISTANCE: 627.94 FIRST SUBTANGENT DISTANCE: 735.83'
TOTAL CENTRAL ANGLE: 25.75° RIGHT TOTAL CENTRAL ANGLE: 12.88° RIGHT TOTAL CENTRAL ANGLE: 32.68° RIGHT TOTAL CENTRAL ANGLE: 34.51° RIGHT TOTAL CENTRAL ANGLE: 14.64° RIGHT
3,884,109.12236,633.83675+67.92PT 3,891,946.05239,299.83591+96.91PT 3,894,190.23240,967.09563+94.06PT 3,898,524.71242,486.89517+18.48PT 3,901,303.64244,462.64482+55.10PT
3,883,921.39248,090.48CC3,889,368.23244,428.27CC3,898,168.57236,153.74CC3,898,282.08244,494.08CC3,905,092.27240,165.37CC
3,886,727.53236,676.74PI3,892,525.29239,590.98PI3,895,601.49242,133.53PI3,899,148.11242,562.25PI3,901,855.59244,949.26PI
3,889,067.34237,852.85624+18.82PC 3,893,024.99240,004.00579+05.79PC 3,897,419.16242,353.25528+32.07PC 3,899,619.14242,977.52505+00.79PC 3,902,512.59245,280.59467+91.46PC
(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION
Curve Number 24Curve Number 23Curve Number 22Curve Number 21Curve Number 20
MIDDLE ORDINATE: 105.43 MIDDLE ORDINATE: 52.13 MIDDLE ORDINATE: 83.43 MIDDLE ORDINATE: 30.815 MIDDLE ORDINATE: 114.344
2,187.64 CHORD:2,026.53 CHORD:1,158.25 CHORD:772.25 CHORD:1,924.74 CHORD:
TANGENT: 1,114.34 TANGENT: 1,018.64 TANGENT: 603.67 TANGENT: 391.07 TANGENT: 989.93
DEGREE OF CURVATURE (ARC): 1.00° DEGREE OF CURVATURE (ARC): 0.58° DEGREE OF CURVATURE (ARC): 2.79° DEGREE OF CURVATURE (ARC): 1.395° DEGREE OF CURVATURE (ARC): 0.481°
2,201.17 LENGTH:2,030.11 LENGTH:1,174.21 LENGTH:775.52 LENGTH:1,942.81 LENGTH:
22.02° DELTA:11.78° DELTA:32.79° DELTA:18.252° DELTA:27.103° DELTA:
5,726.60 RADIUS: 9,873 RADIUS: 2,051.80 RADIUS: 2,434.52 RADIUS: 4,107.06 RADIUS:
EXTERNAL: 107.41 EXTERNAL: 52.41 EXTERNAL: 86.96 EXTERNAL: 31.210 EXTERNAL: 117.618
SECOND SUBTANGENT DISTANCE: 1114.34' SECOND SUBTANGENT DISTANCE: 1018.64' SECOND SUBTANGENT DISTANCE: 603.67' SECOND SUBTANGENT DISTANCE: 391.073' SECOND SUBTANGENT DISTANCE: 989.932'
FIRST SUBTANGENT DISTANCE: 1114.34' FIRST SUBTANGENT DISTANCE: 1018.64' FIRST SUBTANGENT DISTANCE: 603.67' FIRST SUBTANGENT DISTANCE: 391.073' FIRST SUBTANGENT DISTANCE: 989.932'
TOTAL CENTRAL ANGLE: 22.02° RIGHT TOTAL CENTRAL ANGLE: 11.78° RIGHT TOTAL CENTRAL ANGLE: 32.789° RIGHT TOTAL CENTRAL ANGLE: 18.252° RIGHT TOTAL CENTRAL ANGLE: 27.103° RIGHT
3,903,270.20245,662.66459+42.97PT 3,905,580.07247,665.68428+60.47PT 3,907,772.66249,578.60399+43.87PT 3,908,988.64251,935.86372+48.628PT 3,909,175.62253,821.28353+44.867PT
3,900,691.55250,775.84CC3,913,007.01241,160.57CC3,906,537.74251,217.13CC3,906,703.99252,776.84CC3,913,280.29253,681.02CC
3,904,265.17246,164.44PI3,906,251.24248,431.95PI3,908,254.76249,941.92PI3,909,123.74252,302.86368+64.181PI3,909,209.43254,810.64343+91.992PI
3,904,999.38247,002.70437+41.80 PC 3,907,064.72249,045.05408+30.36PC 3,908,463.27250,508.43387+69.66PC 3,909,137.09252,693.70364+73.108PC 3,909,690.27255,675.95334+02.06PC
(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION
Curve Number 19Curve Number 18Curve Number 17Curve Number 16Curve Number 15
MIDDLE ORDINATE: 20.451 MIDDLE ORDINATE: 16.428 MIDDLE ORDINATE: 53.003 MIDDLE ORDINATE: 21.349 MIDDLE ORDINATE: 93.927
1,395.18 CHORD:898.89 CHORD:1,557.43 CHORD:1,011.21 CHORD:1,140.17 CHORD:
TANGENT: 698.79 TANGENT: 450.65 TANGENT: 785.96 TANGENT: 507.41 TANGENT: 601.90
DEGREE OF CURVATURE (ARC): 0.931° DEGREE OF CURVATURE (ARC): 0.997° DEGREE OF CURVATURE (ARC): 0.955° DEGREE OF CURVATURE (ARC): 3.224° DEGREE OF CURVATURE (ARC): 2.79°
1,395.98 LENGTH:899.69 LENGTH:1,562.24 LENGTH:1,012.41 LENGTH:1,160.69 LENGTH:
6.717° DELTA:8.374° DELTA:15.575° DELTA:9.672° DELTA:37.424° DELTA:
11,907.82 RADIUS: 6,156.12 RADIUS: 5,746.90 RADIUS: 5,997.64 RADIUS: 1,777.00 RADIUS:
EXTERNAL: 20.486 EXTERNAL: 16.472 EXTERNAL: 53.496 EXTERNAL: 21.426 EXTERNAL: 99.169
SECOND SUBTANGENT DISTANCE: 698.791' SECOND SUBTANGENT DISTANCE: 450.646' SECOND SUBTANGENT DISTANCE: 785.964' SECOND SUBTANGENT DISTANCE: 507.412' SECOND SUBTANGENT DISTANCE: 601.897'
FIRST SUBTANGENT DISTANCE: 698.791' FIRST SUBTANGENT DISTANCE: 450.646' FIRST SUBTANGENT DISTANCE: 785.964' FIRST SUBTANGENT DISTANCE: 507.412' FIRST SUBTANGENT DISTANCE: 601.897'
TOTAL CENTRAL ANGLE: 6.717° RIGHT TOTAL CENTRAL ANGLE: 8.374° RIGHT TOTAL CENTRAL ANGLE: 15.575° RIGHT TOTAL CENTRAL ANGLE: 9.672° LEFT TOTAL CENTRAL ANGLE: 37.424° RIGHT
3,909,879.06256,015.69330+13.388PT 3,910,684.18257,759.53310+91.205PT 3,911,365.96259,035.49296+42.804PT 3,912,573.68262,690.64257+79.924PT 3,913,238.77264,332.27240+05.931PT
3,899,470.34261,799.69CC3,916,378.10255,419.23CC3,906,425.35261,971.00CC3,918,363.10261,124.01CC3,911,625.82265,078.01CC
3,910,218.49256,626.51323+16.197PI3,910,855.49258,176.34306+42.164PI3,911,767.43259,711.19288+66.532PI3,912,706.22263,180.43252+74.923PI3,913,491.36264,878.60234+47.14PI
3,910,484.14257,272.83316+17.406PC 3,911,085.68258,563.76301+91.517PC 3,911,972.73260,469.86280+80.568 PC 3,912,919.16263,641.00247+67.51PC 3,913,359.95265,465.98228+45.243PC
(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION(Y)(X)STATION
Curve Number 14Curve Number 13Curve Number 12Curve Number 11Curve Number 10
TIGER PASS CHANNEL C/L ALIGNMENT CURVE DATA
:5
G
245,2483,900,858PTC
244,3313,900,184PTB
244,3883,900,935PTA
246,3833,898,458PTC
244,8903,897,504PTB
242,7743,898,716PTA
247,0973,901,406PTB
245,3683,902,428PTA
248,9293,903,286PTC
248,2613,903,552PTB
247,0363,904,657PTA
249,9793,906,198PTB
249,0983,906,925PTA
251,1133,906,289PTC
250,9033,906,680PTB
250,5583,908,257PTA
Y-COORDINATEX-COORDINATEACCESS ROUTE POINTACCESS ROUTE
APPROXIMATE ACCESS ROUTE C/L COORDINATES
| 48731_G-01_Signed |
| 48731_G-02 |
| 48731_G-03 |
| 48731_C-01.dgn |
| 48731_C-02 |
| 48731_C-03 |
| 48731_C-04 |
| 48731_C-05 |
| 48731_C-06 |
| 48731_C-07 |
| 48731_C-08 |
| 48731_C-09 |
| 48731_C-10 |
| 48731_C-11 |
File details come from the government source that posted it. Updated .