LD7_GW_01_78_02.00_10_Closeout_Submittals.pdf

Lock and Dam 7 Guidewall Crib Repair

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 02.00 10

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 Final Low Density Cellular Concrete Placement Quantity

1.2.1 Final Low Density Cellular Concrete Placement Quantity

1.2.2 River Bottom Elevation Measurements

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SECTION 01 78 02.00 10 Page 1

Lock and Dam 7 Guidewall Crib Repair

SECTION 01 78 02.00 10

CLOSEOUT SUBMITTALS

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Final Low Density Cellular Concrete Placement Quantity; G

River Bottom Elevation Measurements; FIO

1.2 Final Low Density Cellular Concrete Placement Quantity

1.2.1 Final Low Density Cellular Concrete Placement Quantity

The Contractor shall maintain an accurate accounting of all low density cellular concrete grout material acceptably placed.

1.2.2 River Bottom Elevation Measurements

The contractor shall measure the river bottom elevations at each monolith joint on all sides of the guidewall structure prior to the start of any work on the crib structure. These measurements shall be submitted to the Government in tabular form for review and acceptance prior to starting work on the crib structure.

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