B.08.03 AMEND-0001-W912HY21B0013 20210802.pdf

PDF 15 MB Posted Aug 2, 2021

Attached to: FY21 USACE Galveston District, Sabine-Neches Waterway (SNWW) Maintenance Dredging, Jefferson County, Texas Pipeline Dredging, Deep Draft
Solicitation number: W912HY21B0013
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation for maintenance dredging services. The solicitation number is W912HY21B0013 and is being issued by the Department of the Army Corps of Engineers Engineering District Galveston. The solicitation is for pipeline dredging services in the Sabine-Neches Waterway and Jefferson County, Texas, with a bid opening date of August 19, 2021 at 2pm local time. Offerors should review attachments B.08.02 Solicitation W912HY21B0013-Specs 20210720 and B.08.02 Solicitation W912HY21B0013-Plans 20210720 for more information on requirements.

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Other files

File	Type	Posted
D.01.03_Signed Abstract W912HY21B0013_20 Aug 2021.pdf	PDF	Aug 23, 2021
B.08.03 AMEND-0004-W912HY21B0013 20210813.pdf	PDF	Aug 13, 2021
B.08.03 AMEND-0003 W912HY21B0013 20210811.pdf	PDF	Aug 11, 2021
B.08.03 AMEND-0002-W912HY21B0013 20210805.pdf	PDF	Aug 5, 2021
B.08.02 Solicitation W912HY21B0013-Specs 20210720.pdf	PDF	Jul 20, 2021
B.08.02 Solicitation W912HY21B0013-Plans 20210720.pdf	PDF	Jul 20, 2021

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912HY21B0013

X 9B. DATED (SEE ITEM 11)

20-Jul-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 you 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 APPROPRIATION DATA (If required)

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

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Aug-2021

CODE

US ARMY CORPS OF ENGINEERS

GALVESTON DISTRICT

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY21B0013

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY21B0013, SABINE NECHES WATERWAY MAINTENANCE DREDGING, SABINE NECHES WATERWAY, Texas, in JEFFERSON COUNTY, Texas, and CAMERON PARISH, Louisiana, FOR WHICH BIDS ARE DUE ON AUGUST 19, 2021 AT 2:00 P.M. CDT, are hereby amended as follows:

a) Specifications.

(1) SECTION 00 11 00.00 45, BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 entitled BID SCHEDULE supersedes that issued with this Solicitation.

(2) SECTION 01 22 00.10 45, MEASUREMENT AND PAYMENT – The enclosed SECTION 01 22 00.10 45 entitled MEASUREMENT AND PAYMENT supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.16 45, APPENDIX 1 - QUANTITY SUMMARY TABLE– The enclosed SECTION 35 20 23.16 45 entitled APPENDIX 1 - QUANTITY SUMMARY TABLE supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. G-001, G-002, G-003, C-101, C-102, C-103, C-104, C-105, C-106, C-323, C-324, C-325, C-326, C-327, C-328, AND C-330 - The enclosed Drawings supersedes that issued with this Solicitation.

(2) DRAWINGS NO. C-106A, C-328A, C-328B, C-334A, AND C-335A - The enclosed

Drawings are in addition to that issued with this Solicitation.

(3) DRAWINGS NO. C-331 AND C-332 - The enclosed Drawings are hereby deleted from this

Solicitation.

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

4 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 01 22 00.10 45, MEASUREMENT AND PAYMENT

3. SECTION 35 20 23.16 45, APPENDIX 1 - QUANTITY SUMMARY TABLE

4. (23) DRAWINGS NO. G-001, G-002, G-003, C-101, C-102, C-103, C-104, C-105, C-106, C-323, C-324, C-325, C-326, C-327, C-328, C-330, C-106A, C-328A, C-328B, C-334A, C-335A, C-331, C-332

SWG FILE NO.: SN 0105-0219 SOLICITATION NO.: W912HY21B0013

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.1.5 Option No. 4

1.1.6 Option No. 5

1.1.7 Option No. 6

1.1.8 Option No. 7

1.1.9 Option No. 8

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO THIS SOLICITATION)

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 11 00.00 45 Page 2

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Pipeline Management

1 JOB SUM $___________

0003 Dredging Section Nos. 1 through 4 1,160,000 C.Y. $_________ $___________

0004 Dredging Section Nos. 5 through 7 827,000 C.Y. $_________ $___________

0005 Dredging Section Nos. 8 163,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

DOCUMENT 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0006 Pipeline Management

1 JOB SUM $___________

0007 Dredging Section Nos. 9 A, 9B, and 10 260,000 C.Y. $_________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE FOR OPTI ON NO. 1: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 22 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0008 Pipeline Management

1 JOB SUM $___________

0009 Dredging Section Nos. 11 and 12 325,000 C.Y. $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2 $___________

NOTE FOR OPTI ON NO. 2: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 28 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 5

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

Pipeline Management

JOB SUM $___________

Dredging Section No. 13 through 15 571,500 C.Y. $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, AND 3 $___________

NOTE FOR OPTI ON NO. 3: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 48 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.5 Option No. 4

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 4

Pipeline Management

1 JOB SUM

Dredging Section No. 16 525,000 C.Y. $_________ $___________

TOTAL OPTION NO. 4 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, AND 4 $___________

NOTE FOR OPTI ON NO. 4: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 44 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 7

BI D SCHEDULE ( CONT' D)

( TO BE ATTACHED TO STANDARD FORM 1442)

1.1.6 Option No. 5

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 5

Pipeline Management

1 JOB SUM

Dredging Section No. 17 160,000 C.Y.

TOTAL OPTION NO. 5 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, AND 5 $___________

NOTE FOR OPTI ON NO. 5: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 14 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 8

BI D SCHEDULE ( CONT' D)

( TO BE ATTACHED TO STANDARD FORM 1442)

1.1.7 Option No. 6

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 6

Pipeline Management

1 JOB SUM $___________

Dredging Section No. 18A , 18B and 22 1,095,000 C.Y. $__________ $___________

TOTAL OPTION NO. 6 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, 5 and 6 $___________

NOTE FOR OPTI ON NO. 6: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 91 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 9

1.1.8 Option No. 7

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 7

Pipeline Management

1 JOB SUM $___________

Dredging Section No. 19 through 21 339,000 C.Y. $___________ $___________

TOTAL OPTION NO. 7 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, 5, 6, and 7 $___________

NOTE FOR OPTI ON NO. 7: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 29 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 10

1.1.9 Option No. 8

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 8

Pipeline Management

1 JOB SUM $___________

Dredging Section No. 23 115,000 C.Y. $___________ $___________

TOTAL OPTION NO. 8 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, 5, 6, 7,

and 8

NOTE FOR OPTI ON NO. 8: The Gover nment may exer ci se t hi s Opt i on by wr i t t en not i ce t o t he Cont r act or pr i or t o compl et i on of al l aut hor i zed wor k. An addi t i onal t i me of 10 cal endar days wi l l be added t o t hi s Cont r act f or compl et i on of t hi s Opt i on.

DOCUMENT 00 11 00.00 45 Page 11

DOCUMENT 00 11 00.00 45 Page 12

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 13

DOCUMENT 00 11 00.00 45 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10 45

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM (JOB) PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Pipeline Management

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Dredging Partial Payment

1.3.1.3 Measurement

1.3.1.4 Electronic Positioning

1.3.1.5 Surveys During Progress of Work

1.3.1.6 Unit of Measurement

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 45 Page 1

SECTION 01 22 00.10 45 Page 2

SECTION 01 22 00.10 45

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys ; G

1.2 LUMP SUM (JOB) PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, are included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with "Mobilization and Demobilization", as defined in the DOCUMENT 00 72 00 CONTRACT CLAUSES.

Payment for costs in connection with the plant necessary to perform the work, to include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation, and after completion of the work for removal of the plant and equipment from the work site.

1.2.1.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 45 Page 3

1.2.2 Pipeline Management

1.2.2.1 Payment

Payment for "Pipeline Management" (Item Nos. 0002, 0006, 0008, 0010, 0012, 0014, 0016 , and 0018 , and 0020 ) will be made for costs associated with laying, handling of dredge pipelines, procurement of materials, and for construction of ramps or installation of culvert pipes that may be necessary in connection with placing and removal of pipeline and final clean up of pipeline route.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

Payment for "Dredging" in Schedule No. 1 (Section Nos. 1 through 8), Option No. 1 (Section Nos. 9 A, 9B, and 10), Option No. 2 (Section Nos. 11 and 12), Option No. 3 (Section Nos. 13 through 15), Option No. 4 (Section No. 16), Option No. 5 (Section No. 17), Option No. 6 (Section Nos. 18A , and 18B , and 22 ), and Option No. 7 (Section Nos. 19 through 2221), and Option No. 8 (Section No. 23), will be made for costs associated with the removal of dredged material, transportation, and placement at the Placement Area.

1.3.1.2 Dredging Partial Payment

Partial payment will be based on approximate quantities determined by fathometer soundings or sweepings taken behind the dredge. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys.

1.3.1.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made "after-dredging", within the limits of the overdepth and side and end

SECTION 01 22 00.10 45 Page 4 slopes, less deductions that may be required for misplaced material.

1.3.1.4 Electronic Positioning

The horizontal control points shown are the control points the Government will use to perform electronic surveys on the waterway. The Government does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other National Geodetic Survey (NGS) monuments. Location and description of the horizontal control points which the Government plans to use to perform electronic surveys on the channels are available at the Port Arthur Resident Office. The Contractor shall be responsible for establishing its own reference line to conduct hydrographic surveys and dredging operations if electronic positioning equipment is not used.

1.3.1.5 Surveys During Progress of Work

Contract depth will be determined by surveys taken behind the dredge as work progresses. The Contractor shall take progress soundings or sweepings and submit drawings of the surveys.

1.3.1.6 Unit of Measurement

Unit of measure: cubic yard.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 45 Page 5

SECTION 01 22 00.10 45 Page 6

SWG FILE NO.:SN 0105-0219 SOLICITATION NO.:W912HY21B0013

Section No.

From

Station

Length of Station

(Feet)

Required

Depth

(CY)

Allowable

Overdepth

(CY)

Total

Estimated

(CY)

1 0+00 50+00 5,000 350,000 50,000 400,000 12, 13, 14, 16

2 50+00 100+00 5,000 260,000 60,000 320,000 12, 13, 14, 16

3 100+00 160+00 6,000 220,000 70,000 290,000 12, 13, 14, 16

4 270+00 300+00 3,000 125,000 25,000 150,000 12, 13, 14, 16

19,000 955,000 205,000 1,160,000

5 340+00 390+00 5,000 250,000 46,000 296,000 18, 23

6 390+00 420+00 3,000 200,000 36,000 236,000 18, 23

7 420+00 460+00 4,000 220,000 75,000 295,000 18, 23

12,000 670,000 157,000 827,000

8 640+00 685+00 4,500 128,000 35,000 163,000 25, 26

4,500 128,000 35,000 163,000

35,500 1,753,000 397,000 2,150,000

9A 562+00 623+34 6,134 75,000 10,000 85,000 24, 25

9B 585+00 623+00 3,800 125,000 20,000 145,000 24, 25

10 0+00 23+00 2,300 22,000 8,000 30,000 24, 25

12,234 222,000 38,000 260,000

11 160+00 210+00 5,000 110,000 35,000 145,000 12, 13, 14, 16

12 210+00 270+00 6,000 130,000 50,000 180,000 12, 13, 14, 16

11,000 240,000 85,000 325,000

13 880+00 905+00 2,500 84,000 25,000 109,000 25, 26

14 905+00 950+00 4,500 158,000 83,000 241,000 25, 26

15 950+00 978+00 2,800 136,500 85,000 221,500 25, 26

9,800 378,500 193,000 571,500

16 -1+77 25+32 2,709 400,000 125,000 525,000 12, 13, 14, 16

2,709 400,000 125,000 525,000

Neches River - SCHEDULE NO. 1

SUBTOTAL, SCHEDULE NO. 1

Upper Neches River - OPTION NO. 3

SUBTOTAL, OPTION NO. 3

Turning Basin at Deer Bayou - OPTION NO. 4

SUBTOTAL, OPTION NO. 2

SUBTOTAL, OPTION NO. 1

MARAD - OPTION NO. 1

Turning Basin at Smith Bluff - OPTION NO. 5

TOTAL, SCHEDULE NO. 1

Mouth to Smith Bluff Cut Off - OPTION NO. 2

SUBTOTAL, OPTION NO. 4

QUANTITY SUMMARY TABLE

SECTIONS

Mouth to Smith Bluff Cut Off - SCHEDULE NO. 1

QUANTITIES

SUBTOTAL, SCHEDULE NO. 1

Mouth to Smith Bluff Cut Off - SCHEDULE NO. 1

SUBTOTAL, SCHEDULE NO. 1

Placement

Area (PA)

Section 35 20 23.12 45 - Page A-1

SWG FILE NO.:SN 0105-0219 SOLICITATION NO.:W912HY21B0013

Section No.

From

Station

Length of Station

(Feet)

Required

Depth

(CY)

Allowable

Overdepth

(CY)

Total

Estimated

(CY)

QUANTITY SUMMARY TABLE

SECTIONS

Mouth to Smith Bluff Cut Off - SCHEDULE NO. 1

QUANTITIES

Placement

Area (PA)

17 492+51 505+00 1,249 125,000 35,000 160,000 18, 23

1,249 125,000 35,000 160,000

18A 279+59 326+25 4,666 325,000 125,000 450,000 9A

18B 279+59 326+25 4,666 325,000 125,000 450,000 9A

22 0+00 20+00 2,000 150,000 45,000 195,000 9A

11,332 800,000 295,000 1,095,000

19 0+00 17+65 1,765 93,000 35,000 128,000 9A

20 -1+30 31+10 3,239 81,000 55,000 136,000 9A

21 31+10 61+30 3,020 55,000 20,000 75,000 9A

8,025 229,000 110,000 339,000

23 180+00 200+00 2,000 95,000 20,000 115,000 9A

2,000 95,000 20,000 115,000

91,849 4,147,500 1,278,000 5,425,500

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging

Prism” used elsewhere in the specifications.

Includes anticipated shoaling.

TOTAL, SCHEDULE NO. 1, OPTION

NOS. 1 THROUGH 8

Turning Basin at Smith Bluff - OPTION NO. 5

SUBTOTAL, OPTION NO. 5

Taylor's Bayou Area - OPTION NO. 7

Sabine Neches Canal Turning Basin - OPTION NO. 8

Sabine Neches Canal Turning Basin

SUBTOTAL, OPTION NO. 8

SUBTOTAL, OPTION NO. 7

Junction - OPTION NO. 6

SUBTOTAL, OPTION NO. 6

East Turning Basin

Taylors Bayou

Section 35 20 23.12 45 - Page A-1 of Engineers U.S. Army Corps

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A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

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G-001

W912HY21B0013

SOLICITATION NO.:

O E H

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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CONTRACT NO.:

ISSUE DATE:

Galveston District

®of Engineers

US Army Corps

SWG FILE NO.:

employment as required by ER 1110-1-8152.

individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of

This project was designed by the Galveston District of the U.S. Army Corps

SOLICITATION NO.:W912HY21B0013

WILLIE JOE HONZA, P.E.

CHIEF, ENGINEERING BRANCH

C O

V E

R S

H E

E T

SN 0105-0219

SABINE-NECHES WATERWAY, TEXAS

SABINE-NECHES WATERWAY

MAINTENANCE DREDGING

C-101

C-102

C-103

C-104

C-105

C-106

C-107 e c ne lle cxE fo retne C

Coastal Navigation and Environmental Restoration

C-108

C-111

AREA NO. 25

PLACEMENT

AREA NO. 24

PLACEMENT

AREA NO. 16

PLACEMENT

AREA NO. 18

PLACEMENT

AREA NO. 9A

PLACEMENT

C-109

C-110

NO. 12,13,14

AREAS

PLACEMENT

W912HY21C____

JULY 2021

C-106A

P N

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C O

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VICINITY MAP

GALVESTON

HOUSTON

FREEPORT

MATAGORDA

DALLAS

FT.

WORTH

AUSTIN

SAN ANTONIO

CORPUS

CHRISTI

BROWNSVILLE

ARK.

LA.

T E X A S

100 0 100 200

SCALE OF MILES

ARTHUR

PORT

PECOS

E R

R I O

G R A N D E

N U

E C

E S

VER

SAN ANTONIO

RIVER

O L O

R A

D O

B R

A Z O S R

E R

T R

R E D R I V E R

SABINE

E C

H E S

RIVER

E R

NEW

MEXICO

OKLAHOMA

MEXICO

Mexico

Gulf of

ESTABLISHED

RTSID NOTSEVL

S R

E E

NE F

O SPROC Y

R A .

LOCATION

PROJECT

SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

G A

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W912HY21B0013

SOLICITATION NO.:

O E H

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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G E

N D

BOTTOM LIMITS OF CHANNEL

... TO BE DREDGED

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTION

DREDGE PIPELINE ROUTE

EXISTING DIKE

WEIR SPILLWAY

DROP OUTLET STRUCTURE

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUND

COMBO

REDGREEN

DISCHARGE CORRIDOR

C .S

(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)

LOCATION OF PERMIT/PIPELINE CROSSING

NEW DIKE TO BE BUILT

TO BE USED

PLACEMENT AREA

OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

PLACEMENT AREA (UNCONFINED PLACEMENT)

LIMITS OF OPEN WATER

HORIZONTAL CONTROL POINT

CHANNEL MARKER BEACON:

LIGHT BEACON

RANGE TOWER AND RANGE

SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION

LIMITS OF RIPRAP

PLAN LEGEND

GENERAL NOTES

6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.

SPECIFICATIONS.

OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE

MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT

OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN

OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS

PROGRAM (NAIP), DATED 2018, UNLESS OTHERWISE NOTED.

5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

SLOPES.

4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL

PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

(MLLW).

1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM

GROUND

EXISTING

C/L

OVERDEPTH (OD)

ALOWABLE

CHANNEL SECTION LEGEND

DREDGED

AREA TO BE

TEMPLATE

CHANNEL

REQUIRED DEPTH (RD)

DEPTH (AUTH)

AUTHORIZED

FEDERAL

P N

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SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0001 TO

STA. 00+00

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G-003

W912HY21B0013

SOLICITATION NO.:

O E H

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

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SOLICITATION NO. W912HY21B0013

SCALE IN FEET

0 500 1,000 1,500

PLAN

S T

A T

O S

T A

N E

C H

E S R

E R

P L

A N

X = 3 ,5

13,967,500Y=

13,970,000Y=

13,972,500Y=

13,975,000Y=3 ,5

X =3 ,5

13,975,000Y=

13,972,500Y=

13,970,000Y=

13,967,500Y=

THIS CONTRACT)

(NOT AVAILABLE

THIS CONTRACT)

(NOT AVAILABLE

P N

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C A

N S of Engineers U.S. Army Corps

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S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

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F il e

M o d e l

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N -0

L w r a n d M id N e c h e s R M a in t

D re d g in g F

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CIVIL

C-101

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

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PTIO

N NO

SECTIO

N 13

OPTION NO.3

SECTION 15

OPTION NO.3SECTION 14

NECHES RIVER

STA. 978+20.02

OF DREDGING

NORTHERLY LIMIT

SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

C .S

C .S .0

C .S . 9

C .S

C .S 0 C .S

C .S

NAVD88 EL.=10.75

Y=13,973,475.941

X=3,519,850.519

PID NO. BBDQ31

JCND 10

327.28'

321.83'

.4 9'

.3 '21

.8 6'

.2 5'

R 2

P .C S T A .7

P C

C S

T A .7

P C

C S

T A .7

P R

C S

T A .4

P C

C S

T A .9

P .C S

T A .3

0P .T . S

. 1

P .I S

T A .4

P .I S

T A .5

P .I S T

A .4

P .I S T

A .7

S T

A .2

A .0

STA.

+5 7.

STA. 978+20.02

STA. 980+43.95

STA. 981+54.71

P .T S

T A .5

P .C S

T A .7

TA.

+5 6.

C . S

TA.

+8 6.

P .T S

T A .1

P .I S T

A .5

P .I S

T A .4

P .I S

T A .4

P .I S T A .1

STA.

+9 3.

. 9

A . 1

B K S

T A .0

F W

D S

T A .1

T=1339.73'

L=2660.92'

R=9240.03'

Y=13971521.92

X=3530995.31

CURVE NO. 12

P.I. STA. 889+84.52

T=1036.68'

L=2046.08'

R=5154.87'

Y=13972409.75

X=3528790.97

CURVE NO. 13

P.I. STA. 913+42.40

T=940.65'

L=1860.67'

R=5134.46'

Y=13972381.99

X=3526813.83

CURVE NO. 14

P.I. STA. 932+92.44

T=333.97'

L=667.10'

R=5438.03'

Y=13971913.45

X=3525628.45

CURVE NO. 15

P.I. STA. 945+46.43

T=620.79'

L=1228.26'

R=3426.51'

Y=13971639.08

X=3524570.52

CURVE NO. 16

P.I. STA. 956+38.51

T=486.44'

L=910.20'

R=1041.75'

Y=13971754.81

X=3523469.35

CURVE NO. 17

P.I. STA. 967+32.42

T=501.85'

L=963.74'

R=1399.91'

Y=13972848.55

X=3522733.26

CURVE NO. 18

P.I. STA. 979+88.11

T=265.44'

L=515.67'

R=881.96'

Y=13973599.00

X=3520218.35

CURVE NO. 19

P.I. STA. 1006+35.74

BASIN EXTENSION

BEAUMONT TURNING

BASIN

TURNING

BEAUMONT

AREA

MANEUVERING

BEAUMONT

ISLAND

HARBOR

BEAUMONT

AREA NO. 27A

PLACEMENT

AREA NO. 27B

PLACEMENT

Channel Marker 66

Wood Cluster at RR Bridge

C.S. 685+00

C .S

C.S.

C.S

C .S

200'

680+0

690+00

700+00

STA. 690+00.00

P .C S

T A .0

P.T. STA. 701+31.15

T=4929.67'

L=7797.10'

R=5025.16'

Y=13953143.05

X=3538856.68

CURVE NO. 9

P.I. STA. 672+63.72

2-6" PIPES

2-8" PIPES

STA. 661+83

1-12" PIPE

STA. 663+35

1-24" PIPE

STA. 674+30

2-14" PIPES

STA. 674+00

1-30" PIPE

STA. 672+80

1-30" PIPE

STA. 671+65

1-20" PIPE

STA. 667+35

1-20" PIPE

STA. 666+70

1-8" PIPE

STA. 666+50

1-24" PIPE

STA. 665+35

1-24" PIPE

STA. 665+00

5 KV ELECT. CABLE

STA. 664+32

2-4" PIPES IN 30" CASING

3-8" PIPES

STA. 659+50

PERMIT No.

2-8 ' PIPES

STA.547+87

2-6 ' PIPES

STA. 548+61

1-36 ' PIPE

STA. 546+32

1-40" PIPE

STA. 544+68

PERMIT No.

R I

A N

N E

VERT. CL. 164'

OVERHD. PWR. LINE

STA. 546+61

PERMIT No.

AREA NO. 23

PLACEMENT

(opp. CM40)

Wood Piling

SCALE IN FEET

0 500 1,000 1,500

PLAN

X = 3 ,5

13,950,000Y=

13,952,500Y=

13,955,000Y=

13,957,500Y=

X =3 ,5

13,957,500Y=

13,955,000Y=

13,952,500Y=

13,950,000Y=

M A

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T A A

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PLACEMENT AREA NO. 24

STRUCTURE

DROP-OUTLET

STRUCTURE

DROP-OUTLET

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S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

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Drawing No.:

F il e

M o d e l

N a m e

C -1

B y

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C A

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N -0

L w r a n d M id N e c h e s R M a in t

D re d g in g F

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C-102

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

T E

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A re a E n g in e e r

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H E D

U L E N

O . 1

S E C T

OPTI

NO.

SECTI

OPTION NO. 1

SECTION 9A

OPTION NO. 1

SECTION 9B

MARAD BASIN

ARAD

SLI

SOLICITATION NO. W912HY21B0013

C .S

C.S

C.S.

C .S

NAVD88 EL.=17.14

Y=13,942,894.457

X=3,569,155.542

PID NO. BBDQ01

JCND 7

200' 400'

390+

+00

0 P.C. S

TA. 395

+68.0

P C C S

T A . 4

P C

C S

T A .0

P .T S

T A .8

P .I.

. 3

P .I S

T A .7

P .C S

T A .0

P.T. S

TA. 394

+21.0

P .C S

T A .1

P .T S

T A .8

P .I S

T A .9

P .I S

T A .6

S T

A .8

T=3006.96'

L=5457.09'

R=5225.15'

Y=13945438.91

X=3565003.37

CURVE NO. 4

P.I. STA. 369+70.97

T=702.89'

L=1367.69'

R=2405.11'

Y=13949246.76

X=3564391.14

CURVE NO. 5

P.I. STA. 402+70.88

T=933.24'

L=1763.40'

R=2178.05'

Y=13950468.06

X=3563302.40

CURVE NO. 6

P.I. STA. 418+68.92

T=709.57'

L=1387.75'

R=2699.82'

Y=13950522.43

X=3561660.49

CURVE NO. 7

P.I. STA. 434+08.65

T=1968.55'

L=3750.72'

R=5000.00'

Y=13948120.90

X=3557057.91

CURVE NO. 8

P.I. STA. 485+68.71

.6 5'

Y=13948914.469

X=3569583.888

RIGHT TOE

CURVE CENTER

B E

H T T

O E C

U R

V E S

T A .5

STA. 394

+73.9

4TOE CURVE END RIG

.88

I. S

TA.

AREA NO. 18

AREA NO. 19

PLACEMENT

AREA NO. 21

PLACEMENT

AREA NO. 22

Channel Marker 26

Channel Marker 29

Channel Marker 34

0 500 1,000 1,500

PLAN

X = 3 ,5

13,942,500Y=

13,945,000Y=

13,947,500Y=

13,950,000Y=

13,945,000Y=

13,942,500Y=

STRUCTURE

DROP-OUTLET

THIS CONTRACT)

(NOT AVAILABLE

THIS CONTRACT)

(NOT AVAILABLE

THIS CONTRACT)

(NOT AVAILABLE

AREA NO. 22

PLACEMENT

THIS CONTRACT)

(NOT AVAILABLE

AREA NO. 20

PLACEMENT

13,949,826.22Y=

3,565,478.17X=

13,948,810.82Y=

3,566,707.68X=

13,949,069.08Y=

3,567,856.88X=

150'

P N

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C-103

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

T E

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OPTION NO.5

SECTION 17

SCHEDULE NO. 1SECTION 7

SCHEDULE NO. 1

SECTION 6

S C

H E D

O . 1

S E C T

N E C

H E S R

E R

AT SMITH BLUFF

TURNING BASIN

SOLICITATION NO. W912HY21B0013

C .S

C .S . C .S

C .S

+5 5.0

+8 2.4

.85

NAVD88 EL.=17.14

Y=13,942,894.457

X=3,569,155.542

PID NO. BBDQ01

JCND 7

P .I S

T A .4

P .I S

T A .7

P .C S

T A .6

P .T S

T A .2

P .C S

T A .2

P .T S

T A .6

T=129.80'

L=259.56'

R=5199.82'

Y=13941415.10

X=3578806.61

CURVE NO. 2

P.I. STA. 225+37.49

T=472.45'

L=942.34'

R=5225.03'

Y=13942653.19

X=3572250.21

CURVE NO. 3

P.I. STA. 292+09.72

I. S

TA.

+3 2.6

STA.

-1

+7 7.2

STA.

.43

STA.

+0 0.2

TRANSMISSION LINE - G.S.U.

STA.192+00 - AERIAL POWER

AREA NO. 17

Channel Marker 19

0 500 1,000 1,500

PLAN

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PLACEMENT

X = 3 ,5

13,937,500Y=

13,940,000Y=

13,942,500Y=

13,945,000Y=

X =3 ,5

13,945,000Y=

13,942,500Y=

13,940,000Y=

13,937,500Y=

THIS CONTRACT)

(NOT AVAILABLE

13,944,802.61Y=

3,570,448.88X=

13,944,610.07Y=

3,570,351.27X=

P N

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C-104

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

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SCHEDULE NO. 1

SECTION 4

OPTION NO. 2

SECTION 11

OPTION NO. 2

SECTION 12

O P

N N

O . 4

S E

C T

NECHES RIVER

AT DEER BAYOU

TURNING BASIN

SOLICITATION NO. W912HY21B0013

C .S

C.S

C.S.

NAVD88 EL.=4.30

Y=13,939,347.060

X=3,588,123.010

PID NO. DO9976

877 0520 C (Rainbow Bridge)

NAVD88 EL.=4.30

Y=13,939,347.060

X=3,588,123.010

PID NO. DO9976

877 0520 C (Rainbow Bridge) TCOON

200'

590+00

593+63.18 SNC

200'

10+00

20+00

30+

P .T S

T A .8

T=5923.72'

L=8697.85'

R=5000.35'

Y=13938721.41

X=3598385.54

CURVE NO. 1

P.I. STA. 59+23.72

0+00 NECHES =

4848.56'

638.02'

200'

5200.3 5'

0+00

10+00

20+00

P .I. S

T A . 32+44.59

P.C. STA. 9+08.09

S T

32+ 99.90

S T A

AREA NO. 13

PLACEMENT

AREA NO. 14

PLACEMENT

AREA NO. 15

PLACEMENT

AREA NO. 15A

PLACEMENT

AREA NO. 16

Neches River Intersection

0 500 1,000 1,500

PLAN

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THIS CONTRACT)

(NOT AVAILABLE

THIS CONTRACT)

(NOT AVAILABLE

13,932,500Y=

13,935,000Y=

13,937,500Y=

13,940,000Y=

X =3 ,5

13,940,000Y=

13,937,500Y=

13,935,000Y=

13,932,500Y=

STRUCTURE

DROP-OUTLET

AREA NO. 12

PLACEMENT

STRUCTURE

DROP-OUTLET

STRUCTURE

DROP-OUTLET

13,936,812.99Y=

3,583,555.56X=

13,936,175.25Y=

3,584,398.87X=

13,936,324.17Y=

3,586,147.23X=

13,938,266.02Y=

3,589,664.45X=

13,937,984.36Y=

3,590,615.57X=

13,935,271.43Y=

3,592,004.68X=

13,934,804.30Y=

3,592,734.70X=

150'

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C-105

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

T E

N A

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SCHEDULE NO. 1

SECTION 2

SCHEDULE NO. 1

SECTION 3

OPTION NO. 2

SECTION 11

SCHEDULE NO. 1

SECTION 1

NECHES RIVER

C A

N A

S A

E -N

E C

H E S

E R

S A B

NECHES STA. 0+00

SCHEDULE NO. 1

OF DREDGING

SOUTHERLY LIMIT

SOLICITATION NO. W912HY21B0013

C .S

C .S . C .S

C .S

C .S .9

C .S

C .S .1

C .S

C .S .1 .4

C .S

A 1+

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C .S A

C .S

C .S . 1

C .S

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C .S .0

C .S .9

C .S .6

C .S .0

C .S

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P .T S

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P .C S

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T A

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STA.

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A .2

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STA.

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A .0

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A .0

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A .0

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0'10

P .I.

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+0 0.

00S

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+1 4.

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+6 6.

J u n c ti o n A re a

SCALE IN FEET

0 500 1,000 1,500

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3,562,500X=

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3,567,500X=

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3,562,500X=

3,565,000X=

3,567,500X=

3,570,000X=

Y =1

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AREA NO. 9A

PLACEMENT

THIS CONTRACT)

(NOT AVAILABLE

AREA NO. 11

PLACEMENT

P N

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C-106

W912HY21B0013

SOLICITATION NO.:

O E H

O N

Z A P .E

C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

M A

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OPTION NO. 6SECTION 22

OPTION NO. 7SECTION 21

OPTION NO. 6

18B RIGHT

18A LEFT

SECTION

O P T

N N

O . 7

S E C T

OPTION NO. 7SECTION 20

OPTION NO. 6

SECTION 22

SABINE-NECHES CANAL

CANALARTHURPORT

TAYLORS B

AYOU

B A S

E A S T T

U R

AREA

JUNCTION

SOLICITATION NO. W912HY21B0013

. 1

C .S . 1

C .S

L U

B C

O . D

X ,5 ,8 .5

Y ,8 ,8 .6

N A

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L .3

1000'

P .I. S

T A . 1

C U

R V E N

O . 4

X .2

Y .2

R .0

L .0

T .7

P .I. S

T A . 1

C U

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X .5

Y .5

R .6

L .3

T .4

P .I. S

T A . 2

C U

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O . 6

X .5

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R .6

L .1

T .0

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S T

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A . 1

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A . 1

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P .C . S

T A . 2

P .T . S

T A . 2

P .I. S

T A . 1

S T

A . 1

T A . 1

P o rt A rth u r

3, 7, X=

3, 0, X=

3, 2, X=

3, 5, X=

3, 7, X= 3, 0, X=

3, 2, X=

3, 0, X=

3, 7, X=

3, 5, X= 3, 2, X=3, 0, X=

,8 ,5

,8 ,0

,8 ,5

Y = 1

,8 ,0

,8 ,5

,9 ,0

,9 ,5

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Y =1 ,9 ,0

SCALE IN FEET

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C-106A

W912HY21B0013

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SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

OPTION NO. 8

SECTION 23

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SURVEY DATE: NOV 2020 TO JAN 2021

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

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510.65'

200'310.65'

623.75'

200'423.75'

682.58'

200'482.58'

766.04'

200'566.04'

905.62'

200'705.62'

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-2' O.D. GROUND

EXISTING

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SECTION

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SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

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1167.55'

200'967.55'

1286.9'

200'1086.9'

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-2' O.D.

GROUND

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SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

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1620.14'

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1521.5'

200'1321.5'

1395.97'

200'1195.97'

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SOLICITATION NO. W912HY21B0013

3. ALL…

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