W9126G18B0022-Plans.pdf

SHEET #

of 38

DWG.

NO. TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 LOCATION PLAN AND INDEX OF DRAWINGS

3 G-003 GENERAL NOTES, LEGEND, AND CONTROL TABLES

4 G-004 GENERAL NOTES, CHANNEL TEMPLATE INFORMATION

5 G-005 TYPICAL CROSS SECTION FEDERAL CHANNEL AND DOCKS

CIVIL-SITE

6 C-101 PLAN - HOUSTON SHIP CHANNEL - STA. 0+000 TO STA. 9+500

7 C-102 PLAN - HOUSTON SHIP CHANNEL - STA. 9+500 TO STA. 20+500

8 C-103 PLAN - HOUSTON SHIP CHANNEL - STA. 20+500 TO STA. 30+089.94

9 C-104 PLAN - BAYPORT SHIP CHANNEL - STA. -239+22.31 TO STA. -211+15.55

10 C-105 PLAN - BAYPORT SHIP CHANNEL -DOCKS - STA. -138+73.71 TO STA. -68+84.20

11 C-301 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 30+089.94 TO STA. 29+600

12 C-302 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 29+500 TO STA. 29+000

13 C-303 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 28+900 TO STA. 28+500

14 C-304 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 28+400 TO STA. 27+900

15 C-305 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 27+800 TO STA. 27+300

16 C-306 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 27+200 TO STA. 26+700

17 C-307 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 26+600 TO STA. 25+000

18 C-308 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 24+500 TO STA. 24+000

19 C-309 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 23+000 TO STA. 20+000

20 C-310 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 19+000 TO STA. 16+000

21 C-311 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 15+000 TO STA. 14+500

22 C-312 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 14+000 TO STA. 9+000

23 C-313 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 8+000 TO STA. 4+000

24 C-314 CROSS SECTION - HOUSTON SHIP CHANNEL - STA. 3+900 TO STA. -0+003.94

25 C-315 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -239+22.31 TO STA. -237+00

26 C-316 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -236+00 TO STA. -234+00

27 C-317 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -233+00 TO STA. -231+00

28 C-318 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -230+00 TO STA. -228+00

29 C-319 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -227+00 TO STA. -222+00

30 C-320 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -221+18.72 TO STA. -218+00

31 C-321 CROSS SECTION - BAYPORT SHIP CHANNEL - STA. -217+00 TO STA. -211+15.55

32 C-322 CROSS SECTION - BAYPORT DOCKS - CRUISE TERMINAL - STA. CT 3+29.89 TO STA. CT 9+75.91 33 C-323 CROSS SECTION - BAYPORT DOCKS - CRUISE TERMINAL - STA. CT 11+00 TO STA. CT 15+00 34 C-324 CROSS SECTION - BAYPORT DOCKS - CRUISE TERMINAL - STA. CT 16+00 TO STA. CT 19+75.78 35 C-325 CROSS SECTION - BAYPORT DOCKS - CONTAINER WHARF - STA. CW -115+47.84 TO STA. CW -90+00 36 C-326 CROSS SECTION - BAYPORT DOCKS - CONTAINER WHARF - STA. CW -80+00 TO STA. CW -68+68.16

37 C-401 PLAN - PLACEMENT AREA - ATKINSON ISLAND

38 C-402 PLAN - PLACEMENT AREA - DISPOSAL SITE 1 (ODMDS)

38 38 -- Total Number of Drawings

INDEX OF DRAWINGS

Section No Channel Station

Auth Depth

Adv Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope

Red Slope

Line[L]/ Curve[C]

Auth Depth

Over Depth

Green Barge Btm

Width

Green Barge Dist to Center

Red Barge Btm

Width

Red Barge Dist to Center

Green Barge Slope

Red Barge Slope

Remarks

30+090.94 46 2 2 265.00 265.00 530.00 2.5:1 2.5:1 | 13 1 152.5 500 152.5 500 3:1 3:1 Depth Change 30+089.94 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 503.1 3:1 3:1 Start Trans Widener

30+000 46.5 2 2 265.00 279.65 544.65 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 517.75 3:1 3:1 29+900 46.5 2 2 265.00 295.94 560.94 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 534.04 3:1 3:1 29+800 46.5 2 2 265.00 312.23 577.23 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 550.32 3:1 3:1 29+700 46.5 2 2 265.00 328.52 593.52 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 566.61 3:1 3:1 29+600 46.5 2 2 265.00 344.81 609.81 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 582.9 3:1 3:1 29+500 46.5 2 2 265.00 361.09 626.09 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 599.19 3:1 3:1 29+400 46.5 2 2 265.00 377.38 642.38 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 615.48 3:1 3:1 29+300 46.5 2 2 265.00 393.67 658.67 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 631.77 3:1 3:1 29+200 46.5 2 2 265.00 409.96 674.96 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 648.06 3:1 3:1 29+100 46.5 2 2 265.00 426.25 691.25 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 664.35 3:1 3:1 29+000 46.5 2 2 265.00 442.54 707.54 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 680.64 3:1 3:1 28+900 46.5 2 2 265.00 458.83 723.83 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 696.93 3:1 3:1 28+800 46.5 2 2 265.00 475.12 740.12 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 713.22 3:1 3:1 28+700 46.5 2 2 265.03 490.35 755.38 2.5:1 2.5:1 FLARE 13 1 151.26 500.05 153.24 727.94 3:1 3:1

28+605.06 46.5 2 2 267.50 500.43 767.93 2.5:1 2.5:1 PI 13 1 152.67 504.71 151.3 735.51 3:1 3:1 BCN 75-76

28+604.06 46.5 2 2 267.50 500.59 768.09 0 2.5:1 FLARE 151.3 735.39 3:1 Green Toe Slope Change End Grn Barge Lane

28+500 46.5 2 2 265.00 491.52 756.52 0 2.5:1 FLARE 13 1 152.17 727.94 3:1

28+400 46.5 2 2 265.00 480.38 745.38 0 2.5:1 FLARE 13 1 152.2 716.86 3:1

28+300 46.5 2 2 265.00 469.14 734.14 0 2.5:1 FLARE 13 1 152.2 705.62 3:1

28+200 46.5 2 2 265.00 457.90 722.90 0 2.5:1 FLARE 13 1 152.2 694.38 3:1

28+100 46.5 2 2 265.00 446.65 711.65 0 2.5:1 FLARE 13 1 152.2 683.13 3:1

28+000 46.5 2 2 265.00 435.41 700.41 0 2.5:1 FLARE 13 1 152.2 671.89 3:1

27+900 46.5 2 2 265.00 424.17 689.17 0 2.5:1 FLARE 13 1 152.2 660.65 3:1

27+800 46.5 2 2 265.00 412.93 677.93 0 2.5:1 FLARE 13 1 152.2 649.41 3:1

27+700 46.5 2 2 265.00 401.69 666.69 0 2.5:1 FLARE 13 1 152.2 638.17 3:1

27+600 46.5 2 2 265.00 390.44 655.44 0 2.5:1 FLARE 13 1 152.2 626.93 3:1

27+500 46.5 2 2 265.00 379.20 644.20 0 2.5:1 FLARE 13 1 152.2 615.68 3:1

27+400 46.5 2 2 265.00 367.96 632.96 0 2.5:1 FLARE 13 1 152.2 604.44 3:1

27+300 46.5 2 2 265.00 356.72 621.72 0 2.5:1 FLARE 13 1 152.2 593.2 3:1

27+200 46.5 2 2 265.00 345.48 610.48 0 2.5:1 FLARE 13 1 152.2 581.96 3:1

27+100 46.5 2 2 265.00 334.24 599.24 0 2.5:1 FLARE 13 1 152.2 570.72 3:1

27+000 46.5 2 2 265.00 322.99 587.99 0 2.5:1 FLARE 13 1 152.2 559.47 3:1

26+900 46.5 2 2 265.00 311.75 576.75 0 2.5:1 FLARE 13 1 152.2 548.23 3:1

26+800 46.5 2 2 265.00 300.51 565.51 0 2.5:1 FLARE 13 1 152.2 536.99 3:1

26+700 46.5 2 2 265.00 289.27 554.27 0 2.5:1 FLARE 13 1 152.2 525.75 3:1

26+600 46.5 2 2 265.00 278.03 543.03 0 2.5:1 FLARE 13 1 152.2 514.51 3:1

26+484.12 46.5 2 2 265.00 265.00 530.00 0 2.5:1 FLARE 13 1 152.2 501.48 3:1 End Trans Widener

26+400 46.5 2 2 265.00 265.00 530.00 0 2.5:1 LINE 13 1 151.25 500 3:1

thru | | | | | | | | | | | | | | | | |

24+100 46.5 2 2 265.00 265.00 530.00 0 2.5:1 LINE 13 1 151.25 500 3:1

24+053.38 46.5 2 2 265.00 265.00 530.00 0 2.5:1 LINE 13 1 151.25 500 3:1 Start Grn Toe Barge Lane 24+052.38 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1 3:1 Green Toe Slope Change

24+052.38 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1 3:1 Green Toe Slope Change 24+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 23+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | | 20+200 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 20+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 20+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1

20+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 19+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | | 15+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 15+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1

15+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 14+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | | 10+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 10+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1

10+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 9+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | |

5+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 5+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1

5+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 4+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | |

4+200 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 4+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 4+000 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 73.95 422.7 151.25 500 3:1 3:1 End Green Side Barge Lane

3+900 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

3+800 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

thru | | | | | | | | | | | | | | | | |

0+200 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

0+100 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

-0+003.94 46.5 2 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

SECTION

NO. 4

SECTION

NO. 3

SECTION

NO. 2

SECTION

NO. 1

Houston Ship Channel Template Information Stations Looking toward Increasing Stations - Distance from Centerline Bottom toe (ft)

SECTION

NO. 6

SECTION

NO. 5

Depths Channel Slopes Barge Depths Barge Lanes Barge Lane Slopes Section

No Channel Station

Auth Depth

Advan Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope

Red Slope

LINE/

Curve Remarks

-239+22.31 46.50 2 2 3,175.24 1,413.90 4,589.14 2.5:1 2.5:1 PC PC - Red & Grn Toes

-237+74.51 46.50 2 2 2,647.11 1,131.93 3,779.04 2.5:1 2.5:1 CURVE Grn-LT-75 -237+00 46.50 2 2 2,411.08 1,022.01 3,433.09 2.5:1 2.5:1 | Buoy 1 -236+00 46.50 2 2 2,153.33 895.58 3,048.91 2.5:1 2.5:1 | -235+00 46.50 2 2 1,937.78 787.44 2,725.22 2.5:1 2.5:1 | -234+00 46.50 2 2 1,750.57 693.66 2,444.23 2.5:1 2.5:1 | -233+00 46.50 2 2 1,584.27 611.67 2,195.94 2.5:1 2.5:1 | -232+00 46.50 2 2 1,434.33 539.74 1,974.07 2.5:1 2.5:1 | -231+00 46.50 2 2 1,297.72 476.59 1,774.31 2.5:1 2.5:1 | -230+00 46.50 2 2 1,172.30 421.30 1,593.60 2.5:1 2.5:1 | -229+00 46.50 2 2 1,056.49 373.15 1,429.64 2.5:1 2.5:1 | -228+00 46.50 2 2 949.10 331.58 1,280.68 2.5:1 2.5:1 | -227+00 46.50 2 2 849.17 296.17 1,145.34 2.5:1 2.5:1 | -226+00 46.50 2 2 755.96 266.57 1,022.53 2.5:1 2.5:1 | -225+00 46.50 2 2 668.85 242.53 911.38 2.5:1 2.5:1 | -224+00 46.50 2 2 587.34 223.84 811.18 2.5:1 2.5:1 | -223+00 46.50 2 2 511.00 210.35 721.35 2.5:1 2.5:1 |

-222+00 46.50 2 2 439.46 201.94 641.40 2.5:1 2.5:1 CURVE

-221+18.72 46.50 2 2 384.65 198.82 583.47 2.5:1 2.5:1 PT PT Existing RedToe/Line -220+17.99 46.50 2 2 320.63 58.25 378.88 2.5:1 2.5:1 PT PT Existing Flare Grn Toe

-220+01.00 46.50 2 2 310.24 0.00 310.24 2.5:1 2.5:1 CURVE

-220+00.00 46.50 2 2 274.01 225.00 499.01 2.5:1 2.5:1 PI PI Centerline Grn Toe/Curve

-219+00 46.50 2 2 252.67 225.00 477.67 2.5:1 2.5:1 CURVE/LINE

-218+00 46.50 2 2 233.99 225.00 458.99 2.5:1 2.5:1 CURVE/LINE

-217+00 46.50 2 2 217.93 225.00 442.93 2.5:1 2.5:1 CURVE/LINE Rd-LT-4 Grn-Lt-5

-216+00 46.50 2 2 204.44 225.00 429.44 2.5:1 2.5:1 CURVE/LINE

-215+00 46.50 2 2 193.52 225.00 418.52 2.5:1 2.5:1 CURVE/LINE

-214+00 46.50 2 2 185.13 225.00 410.13 2.5:1 2.5:1 CURVE/LINE

-213+00 46.50 2 2 179.25 225.00 404.25 2.5:1 2.5:1 CURVE/LINE

-212+00 46.50 2 2 175.89 225.00 400.89 2.5:1 2.5:1 CURVE/LINE

-211+15.55 46.50 2 2 175.00 225.00 400.00 2.5:1 2.5:1 PT PT Easing Grn Lt Toe

Section No

Channel Station

Auth Depth

Advan Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope

Red Slope

LINE/

Curve Remarks

-211+15.55 46.50 2 2 225.00 175.00 400.00 2.5:1 2.5:1 PT PT Easing Grn Lt Toe

-210+00 46.50 2 2 225.00 175.00 400.00 2.5:1 2.5:1 LINE

thru | | | | | | | | |

-180+00 46.50 2 2 225.00 175.00 400.00 2.5:1 2.5:1 LINE

Bayport Ship Channel Template Information Stations Looking toward Increasing Stations - Distance from Centerline Bottom toe (ft)

SECTION

NO. 7

SECTION

NO. 8

Federal Channel - Channel

Federal Channel - Flare

Section No

Channel Station

Auth Depth

Advan Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope Red Slope LINE/

Curve Remarks

CT 3+29.89 35.50 0 1 0.00 0.00 0.00 0 Skewed 2.5:1 LINE No Btm Width Only Side Slope CT 4+00 35.50 0 1 0.00 62.79 62.79 0 Skewed 2.5:1 | CT 5+00 35.50 0 1 65.00 87.35 152.35 0 Skewed 2.5:1 | CT 6+00 35.50 0 1 193.79 48.12 241.91 0 Skewed 2.5:1 | CT 7+22.64 35.50 0 1 351.74 0.00 351.74 0 Skewed 2.5:1 |

CT 8+00 35.50 0 1 451.37 0.00 451.37 0 2.5:1 |

CT 9+00 35.50 0 1 580.17 0.00 580.17 0 2.5:1 |

CT 9+01 35.50 0 1 581.46 0.00 581.46 0 0 |

Center Alignment 10' from Dock Face & Red Dock Toe - Red Slope Change

CT 9+75.91 35.50 0 1 677.93 0.00 677.93 0 0 |

CT 11+00 35.50 0 1 837.75 0.00 837.75 0 0 |

CT 12+00 35.50 0 1 966.55 0.00 966.55 0 0 |

CT 13+00 35.50 0 1 1,095.34 0.00 1,095.34 0 0 |

CT 13+82.14 35.50 0 1 1,201.13 0.00 1,201.13 0 0 |

CT 14+22.73 35.50 0 1 875.12 0.00 875.12 Skewed 2.5:1 0 | Green Slope CT 15+00 35.50 0 1 815.32 0.00 815.32 Skewed 2.5:1 0 | CT 16+00 35.50 0 1 737.93 0.00 737.93 Skewed 2.5:1 0 | CT 17+00 35.50 0 1 660.54 0.00 660.54 Skewed 2.5:1 0 | CT 18+00 35.50 0 1 583.15 0.00 583.15 Skewed 2.5:1 0 | CT 19+00 35.50 0 1 505.76 0.00 505.76 Skewed 2.5:1 0 | CT 19+53.15 35.50 0 1 464.63 0.00 464.63 Skewed 2.5:1 0 | CT 19+75.78 35.50 0 1 365.26 0.00 365.26 Skewed 2.5:1 0 LINE

Bayport Cruise Terminal Template Information Stations Looking toward Increasing Stations - Distance from Centerline Bottom toe (ft)

SECTION

NO. 8

Section No Channel Station Auth

Depth Advan Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope Red Slope LINE/

Curve Remarks

CW 115+47.84 49.50 0 1 0.00 0.00 0.00 Skewed 2.5:1 0 LINE Center Alignment on Red Toe CW 115+00.00 49.50 0 1 43.43 0.00 43.43 Skewed 2.5:1 0 | CW 114+00.00 49.50 0 1 134.22 0.00 134.22 Skewed 2.5:1 0 |

CW 113+00.00 49.50 0 1 10.00 215.00 225.00 2.5:1 0 | Change Center Alignment 10' from Dock Face thru | | | | | | | | |

CW 110+51.00 49.50 0 1 10.00 215.00 225.00 2.5:1 0 |

CW 110+50.00 49.50 0 1 10.00 215.00 225.00 0 0 | Green Slope Change thru | | | | | | | | |

CW 71+16.00 49.50 0 1 10.00 215.00 225.00 0 0 |

CW 70+50.00 49.50 0 1 0.00 165.08 165.08 0 0 | Center Alignment on Red Toe

CW 69+90.00 49.50 0 1 0.00 110.61 110.61 0 0 |

CW 69+89.00 49.50 0 1 0.00 109.70 109.70 Skewed 2.5:1 0 | Green Slope Change CW 69+00.00 49.50 0 1 0.00 28.90 28.90 Skewed 2.5:1 0 | CW 68+68.16 49.50 0 1 0.00 0.00 0.00 Skewed 2.5:1 0 LINE No Btm Width Only Side Slope

Bayport Container Wharf Template Information Stations Looking toward Increasing Stations - Distance from Centerline Bottom toe (ft)

SECTION

NO. 9