AMEND-0001_W9126G-17-B-0011.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON 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 m3adekaj

W9126G-17-B-0011 Page 2 of XX

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. THE SPECIFICATIONS FOR SOLICITATION NO. W9126G-17-B-0011, GULF

INTRACOASTAL WATERWAY, TEXAS, MAIN CHANNEL ACROSS SAN ANTONIO BAY

IN CALHOUN AND ARANSAS COUNTIES, TEXAS, PIPELINE DREDGING, ARE HEREBY

AMENDED AS FOLLOWS:

a) Changes by narrative.

(1) SECTION 00 72 00, CONTRACT CLAUSES - Add Clause FAR 52. 203-14 "Display of

Hotline Poster(s)" in Section 00 72 00. This Clause is incorporated by reference.

b) 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 00 73 00.01 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD – The enclosed SECTION 00 73 00.01 45, entitled SPECIAL CONTRACT REQUIREMENTS, STANDARD, supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.16 45, PIPELINE DREDGING – The enclosed SECTION 35 20 23.16

45, entitled PIPELINE DREDGING, supersedes that issued with this Solicitation.

(4) 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.

c) Drawings.

(1) DRAWINGS NO. G-02, G-03, C-05, C-06, C-16, C-16, C-18, C-19, C-20, C-23, C-24 - The enclosed drawings no. G-02, G-03, C-05, C-06, C-16, C-16, C-18, C-19, C-20, C-23, C-24, supersedes that issued with this Solicitation.

(2) DRAWING NO. C-21 – Drawing no. C-21 is deleted from this solicitation.

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

5 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 00 73 00.01 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD

3. SECTION 35 20 23.16 45, PIPELINE DREDGING

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

5. DRAWINGS NO. G-02, G-03, C-05, C-06, C-16, C-16, C-18, C-19, C-20, C-23, C-24

SWG FILE NO.:IWW 1150-1128 SOLICITATION NO.:W9126G-17-B-0011

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

1.2 MODIFICATIONS (CESWG)

1.3 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 0001 TO SOLICITATION NO. W9126G-17-B-0011)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

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 San Antonio Bay 1,091,000 C.Y. $_________ $___________

0004 Turbidity Barrier 1 JOB SUM $___________

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 2

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

0005 Dredging East San Antonio Bay 139,000 C.Y. $_________ $___________

TOTAL OPTION NO. 1 $___________

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

NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 20 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 3

(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

0006 Dredging West San Antonio Bay 130,000 C.Y. $_________ $___________

TOTAL OPTION NO. 2 $___________

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

NOTE FOR OPTION NO. 2: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 17 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0007 Dredging Gulf Intracoastal Waterway (GIWW) Matagorda Ship Channel (MSC) Intersection

247,000 C.Y. $_________ $___________

TOTAL OPTION NO. 3 $___________

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

NOTE FOR OPTION NO. 3: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 35 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 5

(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

0008 Dredging San Antonio Bay - 1 ft Deeper

342,000 C.Y. $_________ $___________

TOTAL OPTION NO. 4 $___________

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

NOTE FOR OPTION NO. 4: The Government may exercise this Option by written notice to the Contractor prior to COMMENCEMENT OF DREDGING SCHEDULE NO. 1 SECTIONS. Award of this Option is contingent upon availability of funds.

An additional time of 30 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 6

(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

0009 Sidecast Retaining Berms at Beneficial Use Site(BUS) at BUS A and

BUS B

1 JOB SUM $___________

TOTAL OPTION NO. 5 $___________

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

AND 5

NOTE FOR OPTION NO. 5: The Government may exercise this Option by written notice to the Contractor prior to COMMENCEMENT OF PLACEMENT ACTIVITIES AT BUS A AND BUS B. Award of this Option is contingent upon availability of funds. An additional time of 20 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 7

(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

0010 Hazard Warning Signs at BUS A

1 JOB SUM $___________

TOTAL OPTION NO. 6 $___________

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

4, 5, AND 6

NOTE FOR OPTION NO. 6: The Government may exercise this Option by written notice to the Contractor prior to the completion of all authorized work.

Award of this Option is contingent upon availability of funds. An additional time of 20 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 8

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 MODIFICATIONS (CESWG)

If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

1.3 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 9

SWG FILE NO.IWW 1150-1128 SOLICITATION NO.W9126G-17-B-0011

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

1.5 (AM#1)Performance of Work by the Contractor (FAR 52.236-1) (Apr

1984)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 73 00.01 45 Page 1

SECTION 00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date of acknowledgement of Notice to Proceed

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 115 calendar days after date of acknowledgment of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,673.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by survey.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about 1.5 feet. The height of tide is largely dependent on the force, direction, and duration of the wind. Strong northerly winds may depress the water surface as much as, and in some instances more than 2.0 feet below Mean Lower Low Water (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than, 3.0 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by highways and deep and shallow draft channels. The Gulf Intracoastal Waterway site is accessible by water via the Gulf Intracoastal Waterway from Port O'Connor, Texas. Port O'Connor has adequate highway access.

DOCUMENT 00 73 00.01 45 Page 2

(d) Condition of Channel. The general shape of the existing sections of channel to be dredged is shown by cross sections on the Contract drawings.

(e) Channel Traffic. Channel traffic consists of small boats of various sizes, fishing vessels, ferries, tugs, and tows consisting of a tug and one or more barges. Traffic will interfere with dredging operations to some extent.

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

(a) This special contract requirement does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the con-tractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

NOTE: A copy of EP 1110-1-8, "CONSTRUCTION EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE," is available at the following website:

http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx

1.5 (AM#1)Performance of Work by the Contractor (FAR 52.236-1) (Apr 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 65 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

DOCUMENT 00 73 00.01 45 Page 3

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Document --

DOCUMENT 00 73 00.01 45 Page 4

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 1070+000 1075+000 5,000 125 -17 1V:3H or

1V:5H

1 31,000 23,000 54,000 BUS A

2 1075+000 1080+000 5,000 125 -17 1V:5H 1 48,000 23,000 71,000 BUS A

3 1080+000 1085+000 5,000 125 -17 1V:5H 1 91,000 23,000 114,000 BUS A

4 1085+000 1090+000 5,000 125 -17 1V:5H 1 120,000 23,000 143,000 123

5 1090+000 1095+000 5,000 125 -17 1V:5H 1 106,000 23,000 129,000 123

6 1095+000 1100+000 5,000 125 -17 1V:5H 1 89,000 23,000 112,000 125

7 1100+000 1105+000 5,000 125 -17 1V:5H 1 89,000 23,000 112,000 125

8 1105+000 1110+000 5,000 125 -17 1V:5H 1 97,000 23,000 120,000 125

9 1110+000 1115+000 5,000 125 -17 1V:5H 1 107,000 23,000 130,000 BUS B

10 1115+000 1120+000 5,000 125 -17 1V:5H 1 83,000 23,000 106,000 BUS B

50,000 861,000 230,000 1,091,000

11 1050+000 1055+000 5,000 125 -15 1V:3H 1 31,000 18,000 49,000 BUS A

12 1055+000 1060+000 5,000 125 -15 1V:3H 1 43,000 18,000 61,000 BUS A

13 1060+000 1065+000 5,000 125 -15 1V:3H 1 16,000 13,000 29,000 BUS A

15,000 90,000 49,000 139,000

65,000 951,000 279,000 1,230,000

14 1128+000 1133+000 5,000 125 -15 1V:5H 1 69,000 20,000 89,000 BUS B

15 1133+000 1138+000 5,000 125 -15 1V:5H 1 23,000 18,000 41,000 BUS B

10,000 92,000 38,000 130,000

75,000 1,043,000 317,000 1,360,000

16 957+000 960+000 3,000 125 -14 1V:5H 2 45,000 101,000 146,000 Sundown

17 965+000 969+000 4,000 125 -14 1V:5H 2 34,000 67,000 101,000 117A

7,000 79,000 168,000 247,000

82,000 1,122,000 485,000 1,607,000

1A 1070+000 1075+000 5,000 125 -18 1V:3H or

1V:5H

1 27,000 9,000 36,000 BUS A

2A 1075+000 1080+000 5,000 125 -18 1V:5H 1 31,000 0 31,000 BUS A

3A 1080+000 1085+000 5,000 125 -18 1V:5H 1 35,000 0 35,000 BUS A

4A 1085+000 1090+000 5,000 125 -18 1V:5H 1 37,000 0 37,000 123

5A 1090+000 1095+000 5,000 125 -18 1V:5H 1 35,000 0 35,000 123

6A 1095+000 1100+000 5,000 125 -18 1V:5H 1 33,000 0 33,000 125

7A 1100+000 1105+000 5,000 125 -18 1V:5H 1 33,000 0 33,000 125

8A 1105+000 1110+000 5,000 125 -18 1V:5H 1 34,000 0 34,000 125

9A 1110+000 1115+000 5,000 125 -18 1V:5H 1 34,000 0 34,000 BUS B

10A 1115+000 1120+000 5,000 125 -18 1V:5H 1 34,000 0 34,000 BUS B

50,000 333,000 9,000 342,000

82,000 1,455,000 494,000 1,949,000

Channel end slope is the same as the side slope at the end stations, as shown.

Option No. 1 - East San Antonio Bay

TOTAL, OPTION NO. 1

TOTAL SCHEDULE 1 AND OPTION

NO. 1

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging Prism” used elsewhere in the specifications.

Includes anticipated shoaling.

Option No. 2 - West San Antonio Bay

TOTAL, OPTION NO. 2

TOTAL SCHEDULE 1 AND OPTION

NO. 1 AND 2

Option No. 3 - Intersection with MSC

TOTAL, OPTION NO. 3

TOTAL SCHEDULE 1 AND OPTION

NO. 1, 2, AND 3

Option No. 4 - Schedule No. 1 Deepening

TOTAL, OPTION NO. 4

TOTAL SCHEDULE 1, OPTION NO.

1, 2, 3, AND 4

Project Depth

(MLLW)

Allowable Overdepth

Schedule No. 1 - Across San Antonio Bay

TOTAL, SCHEDULE NO. 1

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS QUANTITIES

Placement Area

Distribution Section

No.

From

Station To

Station

Length of Station (Feet)

Width

Section 35 20 23.22 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page 1

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

HORIZONTAL DATUM: TEXAS SOUTH-CENTRAL ZONE, NAD83, U.S. SURVEY FEET

GULF INTRACOASTAL WATERWAY - TEXAS SOUTH-CENTRAL

P.C. 901+423.55 13,395,012.910 2,863,094.650

83 P.I. 902+174.61 13,394,377.460 2,862,694.280 3,507.35 1,479.77 24°10'24.38" Right

CC 13,396,882.570 2,860,127.190

P.T. 902+903.32 13,393,961.680 2,862,068.810 P.C. 934+673.37 13,376,374.240 2,835,610.960

84 P.I. 934+922.21 13,376,236.480 2,835,403.730 2,238.77 495.64 12°41'05.29" Right

CC 13,378,238.670 2,834,371.610

P.T. 935+169.01 13,376,147.600 2,835,171.310 P.C. 956+335.94 13,368,586.700 2,815,400.840

85 P.I. 958+334.35 13,367,872.860 2,813,534.270 5,525.04 3,835.05 39°46'12.87" Left

CC 13,363,426.160 2,817,374.400

P.T. 960+170.99 13,366,130.120 2,812,556.240 P.I. 968+351.41 13,358,996.310 2,808,552.730 P.C. 970+574.68 13,356,881.710 2,807,866.140

86 P.I. 971+837.20 13,355,680.900 2,807,476.250 2,723.00 2,364.37 49°44'58.79" Right

CC 13,357,722.630 2,805,276.240

P.T. 972+939.05 13,355,202.600 2,806,307.840 P.C. 985+522.13 13,350,435.570 2,794,662.700

87 P.I. 985+846.67 13,350,312.620 2,794,362.350 5,729.65 648.39 6°29'01.91" Left

CC 13,345,133.000 2,796,833.350

P.T. 986+170.52 13,350,156.530 2,794,077.800 P.C. 1003+770.84 13,341,692.060 2,778,646.550

88 P.I. 1003+813.23 13,341,671.660 2,778,609.370 5,752.03 84.79 0°50'40.65" Right

CC 13,346,735.210 2,775,880.230

P.T. 1003+855.63 13,341,651.830 2,778,571.900 P.C. 1031+639.38 13,328,650.390 2,754,017.900

89 P.I. 1031+804.64 13,328,573.050 2,753,871.850 5,729.65 330.43 3°18'15.46" Left

CC 13,323,586.780 2,756,699.100

P.T. 1031+969.81 13,328,487.430 2,753,730.500 P.C. 1047+738.46 13,320,317.500 2,740,243.370

90 P.I. 1047+801.46 13,320,284.860 2,740,189.480 5,729.65 126.00 1°15'36.05" Left

CC 13,315,416.860 2,743,211.970

P.T. 1047+864.46 13,320,251.040 2,740,136.320 P.C. 1075+447.96 13,305,444.370 2,716,863.770

91 P.I. 1075+820.13 13,305,244.580 2,716,549.760 5,729.65 743.31 7°25'58.72" Left

CC 13,300,610.190 2,719,939.410

P.T. 1076+191.27 13,305,005.860 2,716,264.230 P.C. 1133+952.50 13,267,955.960 2,671,950.970

92 P.I. 1134+716.72 13,267,465.760 2,671,364.680 5,729.65 1,519.47 15°11'40.38" Left

CC 13,263,560.290 2,675,626.150

P.T. 1135+471.97 13,266,839.040 2,670,927.360 P.C. 1138+409.46 13,264,430.050 2,669,246.400

93 P.I. 1139+205.95 13,263,776.860 2,668,790.620 5,811.72 1,583.12 15°36'26.92" Right

CC 13,267,755.760 2,664,480.300

P.T. 1139+992.58 13,263,270.380 2,668,175.900 P.C. 1167+152.89 13,245,999.520 2,647,214.040

94 P.I. 1167+866.57 13,245,545.690 2,646,663.230 5,729.65 1,420.05 14°12'01.16" Left

CC 13,241,577.470 2,650,857.450

P.T. 1168+572.94 13,244,970.620 2,646,240.590 P.I. 1212+827.89 13,209,310.670 2,620,032.400 P.C. 1236+611.02 13,190,518.320 2,605,455.560

CHANNEL ALIGNMENT DATA

BOUNDARY FOR AO-N AND AO-S @ P.C.

NOTE: STATE PLANE ZONE CHANGE - TEXAS SOUTH-CENTRAL TO TEXAS SOUTH.

NAME PID

EASTING (X)

NAD-83 TX-SC

NORTHING (Y)

NAD-83 TX-SC

ELEV

(NAVD88)

BAMA BBDR93 2,718,495.541 13,305,383.281 7.10

SANC 1 BBDR98 2,774,606.911 13,340,599.014 8.46

877 3037 90031 C (Seadrift) DP0703 2,703,628.330 13,339,585.340 6.69 877 3701 D (Port O'Connor) DP0711 2,802,566.620 13,356,942.970 8.88 877 3896 A (Shoal Water Flats) DP0712 2,747,609.980 13,324,983.410 3.18 877 3963 90023 A (North Matagorda Island) DP0713 2,784,909.320 13,314,027.720 1.87 877 90038 B (False Live Oak) DP0714 2,677,168.400 13,275,073.310 3.71

Corpus Survey Area

GIWW - Southern Area Office

HORIZONTAL CONTROL MONUMENTS

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

TCOON CONTROL

CHANNEL TIDE STAFF LOCATION Y=NORTHING X=EASTING

GIWW Giww Red 10 13,368,072.52 2,813,600.30 GIWW Charlie's Bait Camp 13,324,472.79 2,746,561.98 GIWW Turnstake Green Mark 15 13,305,870.81 2,717,817.96 GIWW Green Mark 1 13,305,162.77 2,716,717.83 GIWW Red Mark 16 13,290,785.29 2,698,971.38 GIWW ANWR Boat House 13,274,713.79 2,677,280.49

TIDE STAFFS (Gauge Boards) TX South-Central Zone

SHEET #

of 31

DWG.

NO.

TITLE

GENERAL

1 G-01 COVER SHEET

2▲ G-02 CHANNEL ALIGNMENT,GENERAL NOTES AND INDEX OF DRAWINGS

3▲ G-03 LOCATION PLAN

CIVIL-SITE

4 C-01 PLAN - STA. 1112+700 TO STA. 1120+000 (SCH. NO. 1)

5 C-02 PLAN - STA. 1098+500 TO STA. 1112+700 (SCH. NO. 1)

6 C-03 PLAN - STA. 1084+000 TO STA. 1098+500 (SCH. NO. 1)

7 C-04 PLAN - STA. 1070+000 TO STA. 1084+000 (SCH. NO. 1)

8▲ C-05 CROSS SECTIONS - STA. 1070+000 TO STA. 1091+000 (SCH. NO. 1)

9▲ C-06 CROSS SECTIONS - STA. 1092+000 TO STA. 1120+000 (SCH. NO. 1)

10 C-07 PLAN AND SECTION - BUS "A"

11 C-08 CROSS SECTIONS - STA. 10+00 TO STA. 35+00 BUS "A"

12 C-09 PLAN - PLACEMENT AREA DISCHARGE POINTS BUS "A"

13 C-10 PLAN AND SECTIONS - BUS "B"

14 C-11 CROSS SECTIONS - STA. 0+00 TO STA. 70+00 BUS "B"

15 C-12 PLAN - PLACEMENT AREA DISCHARGE POINTS BUS "B"

16 C-13 TYPICAL DETAIL - GRADE CONTROL MARKER (BUS "A" AND "B")

17 C-14 PLAN - STA. 1060+000 TO STA. 1065+000 (OPTION NO. 1)

18 C-15 PLAN - STA. 1050+000 TO STA. 1060+000 (OPTION NO. 1)

19▲ C-16 CROSS SECTIONS - STA. 1050+000 TO STA. 1065+000 (OPTION NO. 1)

20 C-17 PLAN - STA. 1128+000 TO STA. 1138+000 (OPTION NO. 2)

21▲ C-18 CROSS SECTIONS - STA. 1128+000 TO STA. 1138+000 (OPTION NO. 2)

22▲ C-19 PLAN - STA. 957+000 TO STA. 972+939.05 (OPTION NO. 3)

23▲ C-20 CROSS SECTIONS - STA. 957+000 TO STA. 969+000 (OPTION NO. 3)

24▲ C-21 **DELETED SHEET**

25 C-22 PLAN - SUNDOWN ISLAND (OPTION NO. 3)

26▲ C-23 CROSS SECTIONS - STA. 1070+000 TO STA. 1091+000 (OPTION NO. 4)

27▲ C-24 CROSS SECTIONS - STA. 1092+000 TO STA. 1120+000 (OPTION NO. 4)

GEOTECHNICAL

28 F-01 LOG OF BORINGS BUS "A"

29 F-02 LOG OF BORINGS BUS "B"

STRUCTURAL

30 S-01 PLAN - BUS "A" WARNING SIGN LOCATION (OPTION NO. 6)

31 S-02 SIGN DETAILS BUS "A" (OPTION NO. 6)

31 31 -- Total Number of Drawings

INDEX OF DRAWINGS

AMENDED SHEETS

FORT WORTH DISTRICT OFFICE

P.O. BOX 1229

GALVESTON, TEXAS 77553-1229

GALVESTON DISTRICT OFFICE

P. O. BOX 1229

GALVESTON, TEXAS 77553-1229

The bid opening date is extended from 8 May 2017 2:00 pm CT to 9 May 2017, 2:00 p.m. CT.

(See continuation pages for additional changes.)