Amend-0003-W9126G18B0022.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable m3kirklf

14 JULY 2003.

W9126G18B0022

A0003-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The specifications for Solicitation No. W9126G18B0022, Houston Ship Channel, Texas, Bayport to Morgan’s Point and Bayport Flare in Chambers County, Texas, Dredging, are hereby amended as follows:

THE PROPOSAL DUE DATE IS HEREBY RESCHEDULED FOR 23 AUGUST 2018, AT 3:00

P.M. LOCAL TIME.

a) Responses for Clarification.

(1) According to Section 35 20 23.16 45 Paragraph 1.17 (b): “The Government will make the computations that are necessary to determine the quantities of work performed or finally in place.”

Further, in Section 35 20 23.16 45 Paragraph 3.1.3: “To cover unavoidable inaccuracies of the dredging process, material actually removed from the designated areas to be dredged, will be measured and paid for at the full contract price.”

Even further, the quantities in the summary table provided account for quantities in the dredging prism.

(a) Can the Owner please confirm that the Contractor will be paid for by before and after surveys of the dredge cut?

Response: Payment for dredging is based on before-dredging and after-dredging surveys, as provided in the specs in SECTION 01 22 00.10. paragraph 1.3.1.2.

(2) According to Section 35 20 23.16 45 Paragraph 1.10: “If multiple dredges are used, they shall not be allowed to work concurrently.” The Contractor is required to dredge Sections 1-6 and 8-9 with a hydraulic dredge, and Section 7 with a mechanical dredge. Can the Owner please remove the aforementioned wording to allow the Contractor the option to dredge the Bayport Flare concurrently with the other Sections, if the Contractor elects to do so?

Response: Due to spacing requirements, the Government cannot allow dredging of the Bayport Flare concurrently with the other Sections.

(3) On page 4 of the Plans there is a table that lists the depths for each section. The depths for the Houston Ship Channel, Sections 1-6 are 46.5 ft authorized depth, 2 ft of advanced depth, and an additional 2 ft of overdepth for a total depth of 50.5 ft. However, the cross sections provided in Amendment 2 show an authorized depth of 46.5 ft and an overdepth of 2 ft for a total depth of 48.5 ft.

(a) Can the Owner please clarify which depth the Contractor will be paid to? If the Owner intends to pay the Contractor to 50.5 ft, will the Owner please distribute updated cross sections accordingly and confirm the volumes?

Response: The Amendment No. 1 lists the correct depths. There is an authorized depth of

46.5 ft and an overdepth of 2 ft for a total depth of 48.5 ft. The 2 ft of advanced depth will be removed from Drawing G-004, Sections No. 1-6 in Drawing G-004 and will be reflected in Amendment No. 3.

W9126G18B0022

A0003-3

(4) In reference to the table on Page 4 of the Plans that lists the depths for each section, there are 2 Section No. 8's: One is for the Bayport Cruise Terminal with stationing matching up with the remainder of the Contract Documents. The other is for the Federal Channel between Stations -211+15.55 to 180+00, which is not mentioned anywhere else in the Contract Documents.

(a) Can the Owner please confirm that the Contractor is not required to dig the Federal

Channel Section No. 8 from Station -211+15.55 to -180.00 and remove that table from the Plans?

Response: Section No. 8 from Station -211+15.55 thru -180+00 will not be dredged. The table on drawing G-004 that displays this information has been removed and reflected in Amendment No. 3.

b) Specifications.

(1) NONE.

c) Drawings.

(1) DRAWING NO. G-004 - The enclosed Drawing No. G-004 supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

1 Encl:

1. DRAWING NO. G-004

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

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

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

SECTION

NO. 7

Federal Channel - FlareSection No Channel Station

Auth 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 2 265.00 265.00 530.00 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 2 265.00 265.00 530.00 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 2 265.00 279.65 544.65 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 517.75 3:1 3:1 29+900 46.5 2 265.00 295.94 560.94 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 534.04 3:1 3:1 29+800 46.5 2 265.00 312.23 577.23 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 550.32 3:1 3:1 29+700 46.5 2 265.00 328.52 593.52 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 566.61 3:1 3:1 29+600 46.5 2 265.00 344.81 609.81 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 582.9 3:1 3:1 29+500 46.5 2 265.00 361.09 626.09 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 599.19 3:1 3:1 29+400 46.5 2 265.00 377.38 642.38 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 615.48 3:1 3:1 29+300 46.5 2 265.00 393.67 658.67 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 631.77 3:1 3:1 29+200 46.5 2 265.00 409.96 674.96 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 648.06 3:1 3:1 29+100 46.5 2 265.00 426.25 691.25 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 664.35 3:1 3:1 29+000 46.5 2 265.00 442.54 707.54 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 680.64 3:1 3:1 28+900 46.5 2 265.00 458.83 723.83 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 696.93 3:1 3:1 28+800 46.5 2 265.00 475.12 740.12 2.5:1 2.5:1 FLARE 13 1 151.25 500 153.24 713.22 3:1 3:1 28+700 46.5 2 265.03 490.35 755.38 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 2 267.50 500.43 767.93 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 2 267.50 500.59 768.09 0 2.5:1 FLARE 151.3 735.39 3:1 Green Toe Slope Change End Grn Barge Lane

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

26+600 46.5 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 2 265.00 265.00 530.00 0 2.5:1 FLARE 13 1 152.2 501.48 3:1 End Trans Widener

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

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

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

24+053.38 46.5 2 265.00 265.00 530.00 0 2.5:1 LINE 13 1 151.25 500 3:1 Start Grn Toe Barge Lane 24+052.38 46.5 2 265.00 265.00 530.00 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 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1 3:1 Green Toe Slope Change 24+000 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 23+900 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 thru | | | | | | | | | | | | | | | | 20+200 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 20+100 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 20+000 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1

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

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

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

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

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

4+200 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 4+100 46.5 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 151.25 500 3:1 3:1 4+000 46.5 2 265.00 265.00 530.00 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 2 265.00 265.00 530.00 2.5:1 2.5:1 LINE 13 1 151.25 500 3:1

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

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

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

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

-0+003.94 46.5 2 265.00 265.00 530.00 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

GALVESTON DISTRICT OFFICE

P. O. BOX 1229

GALVESTON, TEXAS 77553-1229

GALVESTON DISTRICT OFFICE

P. O. BOX 1229

GALVESTON, TEXAS 77553-1229

SECTION 00 11 00 - STANDARD FORM (SF) 1442 AND CLIN SCHEDULE - The required response date/time has changed from 22-Aug-2018 02:00 PM to 23-Aug-2018 03:00 PM.

Continued on Page 2.