W912EF-16-B-0013_TechSpec.pdf

Mill Creek levee Maintenance Phase II W912EF-16-B-0013

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 17.00 28 FLEXIBLE PAVEMENT REPAIR

32 15 00.00 28 AGGREGATE SURFACE COURSE

32 92 19.00 28 SEEDING AND SOD PLACEMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

This page intentionally left blank

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 PROJECT SCHEDULE

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.10 PRE-WORK AND POST WORK SURVEYS

1.11 FIRE CONTROL

1.12 PROJECT SUPERINTENDENT

1.13 KEY PERSONNEL SUBSTITUTION

1.14 POST AWARD MEETINGS

1.14.1 Pre-Work/Pre-Construction

1.14.2 Pre-Construction

1.14.2.1 Minutes

1.15 WEEKLY PRODUCTION MEETINGS

1.15.1 Minutes

1.16 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda Template

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

ALL SUBMITTALS ARE REQUIRED FOR EACH TASK ORDER.

SD-01 Preconstruction Submittals

Project Schedule; G C

Equipment List; I C

Pre-Work Survey Photos And Report; I C

Project Superintendent; I C

SD-07 Certificates

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any deviations shall be updated as per SECTION 01 78 00.00 28, CLOSEOUT

SUBMITTALS, paragraph MAINTAIN WORKING AS-BUILT CONTRACT DRAWINGS AND FIO

DRAWINGS.

1.4 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1 ; "DEFINITIONS", unless otherwise specified.

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.

1.5 PROJECT SCHEDULE

a. Furnish a schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts within 15 days after receipt of Notice to Proceed.

b. Provide two (2) sets of data CD's containing the Project Schedule in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.). Label each CD indicating the full contract number, data date and file name. Each schedule shall have a unique file name as determined by the Contractor. In addition to CD submittals, e-mail a copy of the current schedule to the Contracting Officer's Representative.

1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. Furnish waste containers. All waste containers provided by the Contractor shall be emptied daily.

1.7 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.8 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.10 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within five (5) days after survey has been completed.

1.11 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation National Fire Protection Association (NFPA) as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.12 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted, assign and have on the worksite, a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.13 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the Contracting Officer. Personnel shall possess the qualifications that meet or exceed those stated in the specifications for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.14 POST AWARD MEETINGS

1.14.1 Pre-Work/Pre-Construction

A combined Pre-Work/Pre-Construction Meeting will be held within 15 calendar days after receipt of Notice to Proceed. Attend the Pre-Work/ Pre-Construction Meeting. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager shall attend this meeting. The Government will lead the first portion of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

1.14.2 Pre-Construction

For the Pre-Construction part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work at the Project site, schedule, required clearances and timeframe for clearances, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss Environmental and clearance issues for the Project.

1.14.2.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes for this portion of the meeting and shall send them electronically within 48 hours after the meeting to the Government's Contracting Officer, Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.15 WEEKLY PRODUCTION MEETINGS

During all onsite construction work the Project Superintendent shall lead a weekly production meeting using the attached "Weekly Meeting Agenda Template" to brief the Government on the status of the project. All elements listed in the agenda shall be thoroughly discussed. For example, the Project Superintendent shall provide the Government a three (3) week "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) weeks. These activities shall align to the overall construction schedule submitted under SECTION 01 11 01.00 28SUPPLEMENTARY REQUIREMENTS, and if the three (3) week "look-ahead" differs from the construction schedule, the construction schedule shall be updated to include these changes by the next scheduled update. Key members of the Contractor's staff shall attend this meeting, including the Quality Control System Manager, who is responsible for discussing QC aspects of the work as outlined under SECTION 01 45 00.01 28 CONTRACTOR QUALITY CONTROL and Site Safety and Health Officer (SSHO). The Government reserves the right to require any person from the Contractor's staff, such as the Project Manager, Engineer, scheduler, etc., or key subcontractor personnel to attend this meeting, if Government feels their participation is required.

1.15.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.16 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.

E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK SEQUENCE

1.3 PROJECT SECURITY

1.3.1 Vehicle Access

1.3.2 Identification of Employees

1.4 FACILITY OCCUPANCY CLOSURE

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 WORK SEQUENCE

Work zones, as indicated, shall be completed in the following sequence:

Zone A, then Zone B, Zone C, Zone D, Zone E, Zone F. Begin work in each zone at the downstream end, and complete each zone at the upstream end.

Work may progress into the next zone in sequence from the previous zone, as part of a single task order, but no zone may be skipped in the sequence.

1.3 PROJECT SECURITY

Weapons, alcohol, and illegal drugs are not allowed on the project site.

1.3.1 Vehicle Access

Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.3.2 Identification of Employees

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhat's shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhat's shall not be white with red markings.

1.4 FACILITY OCCUPANCY CLOSURE

Provide 15 days advance notice to the Contracting Officer prior to closure of streets, walks, and other facilities at the project site.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 SUBMITTALS

1.2 Anti-Terrorism (AT) Awareness LEVEL 1 TRAINING

1.3 SUSPICIOUS ACTIVITY REPORTING TRAINING

1.4 PRE-SCREEN EMPLOYEES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS: This contract does not require access to or handling of classified material.

This contract does not require access to secured and restricted areas, sensitive information, or equipment.

1.1 SUBMITTALS

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

submittals having an "I" designation are for information only. The designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

In additional to the initial task order the following submittals shall be submitted again no later than 30 days prior to commencement of on-site work for every subsequent awarded task order.

SD-01 Preconstruction Submittals

Anti Terrorism (AT) Level 1; I, SLE

Suspicious Activity Reporting Training; I, SLE

Pre-Screen Employees Using E-Verify Program; I, SLE

1.2 Anti-Terrorism (AT) Awareness LEVEL 1 TRAINING

Access to USACE work sites requires the completion of the Anti Terrorism (AT) Level 1 Awareness training within thirty (30) days after Notice to Proceed and annually thereafter until project completion. Submit certificates of completion for each employee, this includes all sub contractor employees, to the Contracting Officer within five (5) calendar days after initial completion of training or annual refresher. Retain employee training certificates for the duration of the contract and maintain a current roster of those who have completed the training and the most recent date that the training was completed. Submit an updated roster to the Contracting Officer no later than five (5) calendar days after completion of refresher training or a new employee completes certification. AT Level I Awareness training can be completed in approximately two (2) hours and is available at the following website shown below:

a. AT Level I Awareness training:

Website: http://jko.jten.mil/courses/atl1/launch.html .

1.3 SUSPICIOUS ACTIVITY REPORTING TRAINING

All Contractor employees, including all sub contractor employees that will be on the work site, shall complete one of the following training's on the suspicious activity reporting program: iWATCH, CORPS WATCH, SEE SOMETHING, SAY SOMETHING. The links to the training sites are below. This training informs about the types of behavior to watch for and instructions to report suspicious activity to the security representative. Complete this training within thirty (30) calendar days of Notice to Proceed and within thirty (30) calendar days of new employees, this includes all sub contractor employees, commencing performance. Report results to the Contracting Officer no later than five (5) calendar days after the completion of the training.

a. iWATCH \ Website:

http://www.myarmyonesource.com/familyprogramsandservices/iwatchprogram/default.aspx

b. CORPS WATCH Website:

http://www.spa.usace.army.mil/Missions/CivilWorks/Recreation/CorpsWatch.aspx

c. SEE SOMETHING, SAY SOMETHING Website: https://www.dhs.gov/see-something-say-something

1.4 PRE-SCREEN EMPLOYEES USING E-VERIFY PROGRAM

Pre-screen employees, this includes all sub contractor employees, using the E-verify Program referenced below to meet the established eligibility requirements. Ensure that each employee has two valid forms of Government issued identification prior to enrollment. An initial list of verified and eligible employees must be provided to the Contracting Officer no later than three (3) business days after the initial contract award. Contracts with individuals use Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

a. US Citizenship and Immigration Services Website: http://www.uscis.gov/e-verify

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 ESTIMATED CUT AND FILL QUANITY

1.2 ITEMS 0001, 1001, 2001, 3001 AND 4001 LEFT BANK LEVEE ALIGNMENT

STAGING

1.3 ITEMS 0002, 1002, 2002, 3002 AND 4002 ZONE A STA 0+00 TO 27+75

1.3.1 Items Ending In AA, BA And CA For Grubbing

1.3.2 Items Ending In AB, BB And CB For Excavation And Fill Placement

1.3.3 Items Ending In AC, BC And CC For Gravel Roadway Placement

1.3.4 Items Ending In AD, BD And CD For Hydroseeding

1.4 ITEMS 0003, 1003, 2003, 3003 and 4003 FOR ZONE B STA 27+75 TO 37+50

1.4.1 Items ending in AA For Grubbing

1.4.2 Items Ending In AB for Excavation And Fill Placement

1.4.3 Items Ending In AC For Gravel Roadway Placement

1.4.4 Items Ending In AD For Hydroseeding

1.5 ITEMS 0004, 1004, 2004, 3004 And 4004 FOR ZONE C STA 37+75 TO 47+00

1.5.1 Items Ending In AA For Grubbing

1.5.2 Items Ending In AB for Excavation And Fill Placement

1.5.3 Items Ending In AC For Gravel Roadway Placement

1.5.4 Items Ending In AD For Hydroseeding

1.6 ITEMS 0005, 1005, 2005, 3005 AND 4005 LEFT BANK LEVEE ALIGNMENT

AS-CONSTRUCTED SURVEY TOPO AND DATA

1.7 ITEMS 0006, 1006, 2006, 3006 AND 4006 RIGHT BANK LEVEE ALIGNMENT

STAGING

1.8 ITEMS 0007, 1007, 2007, 3007 AND 4007 ZONE D STA 3+50 TO 18+75

1.8.1 Items Ending In AA And BA For Grubbing

1.8.2 Items Ending In AB And BB for Excavation And Fill Placement

1.8.3 Items Ending In AC BC For Hydroseeding

1.9 ITEMS 0008, 1008, 2008, 3008 AND 4008 ZONE E STA 18+75 TO 42+00

1.9.1 Items Ending In AA, BA And CA For Grubbing

1.9.2 Items Ending In AB, BB And CB for Excavation And Fill Placement

1.9.3 Items Ending In AC, BC And CC For Hydroseeding

1.10 ITEMS 0009, 1009, 2009, 3009 AND 4009 ZONE F STA 42+00 TO 54+86.6

1.10.1 Items Ending In AA And BA For Grubbing

1.10.2 Items Ending In AB And BB for Excavation And Fill Placement

1.10.3 Items Ending In 9AC For Hydroseeding

1.10.4 Items Ending In 9BC Furnish And Plant Sod

1.11 ITEMS 0010, 1010, 2010, 3010 AND 4010 RIGHT BANK LEVEE ALIGNMENT

AS-CONSTRUCTED SURVEY TOPO AND DATA

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28

ATTACHMENTS:

10 Left Bank Center Line

20 Right Bank Center Line

-- End of Section Table of Contents --

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 ESTIMATED CUT AND FILL QUANITY

Attached at the end of this section are two (2) end area volume report estimates calculated by the Government. 10 Left Bank Center Line and 20 Right Bank Center Line. The volumes represent only the excavation and fill placement between the existing and final construction grade lines.

1.2 ITEMS 0001, 1001, 2001, 3001 AND 4001 LEFT BANK LEVEE ALIGNMENT STAGING

Staging will be measured for payment by the number of times (JOB) all equipment for the work is staged on the left bank levee alignment work site. Payment will be made at the unit price for Items, "LEFT BANK LEVEE ALIGNMENT STAGING". Payment shall be full compensation for work to stage all equipment required to perform the work one time for each Task Order, complete, as specified and approved.

1.3 ITEMS 0002, 1002, 2002, 3002 AND 4002 ZONE A STA 0+00 TO 27+75

1.3.1 Items Ending In AA, BA And CA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone A. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing the required LF per task order in Zone A, complete, as specified and approved.

1.3.2 Items Ending In AB, BB And CB For Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone A. Payment will be made at the unit price for Items, "Excavation And Fill Placement". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone A, complete, as specified and approved.

1.3.3 Items Ending In AC, BC And CC For Gravel Roadway Placement

Gravel roadway placement will be measured for payment by the number of Linear Feet (LF) gravel roadway placed in Zone A. Payment will be made at the unit price for Items, "Gravel Roadway Placement". Payment shall be full compensation for all work required for the gravel roadway placement of the required LF per task order in Zone A, complete, as specified and approved.

1.3.4 Items Ending In AD, BD And CD For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone A. Payment will be made at the unit price for Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone A, complete, as specified and approved.

1.4 ITEMS 0003, 1003, 2003, 3003 and 4003 FOR ZONE B STA 27+75 TO 37+50

1.4.1 Items ending in AA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone B. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing of the required LF per task order in Zone B, complete, as specified and approved.

1.4.2 Items Ending In AB for Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone B. Payment will be made at the unit price for Item Number 0008AB, "Excavation And Fill Placement". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone B, complete, as specified and approved.

1.4.3 Items Ending In AC For Gravel Roadway Placement

Gravel roadway placement will be measured for payment by the number of Linear Feet (LF) gravel roadway placed in Zone B. Payment will be made at the unit price for Items, "Gravel Roadway Placement". Payment shall be full compensation for all work required for the gravel roadway placement of the required LF per task order in Zone B, complete, as specified and approved.

1.4.4 Items Ending In AD For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone E. Payment will be made at the unit price for Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone B, complete, as specified and approved.

1.5 ITEMS 0004, 1004, 2004, 3004 And 4004 FOR ZONE C STA 37+75 TO 47+00

1.5.1 Items Ending In AA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone C. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing of the required LF per task order in Zone C, complete, as specified and approved.

1.5.2 Items Ending In AB for Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone C. Payment will be made at the unit price for Item Number 0008AB, "Excavation". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone C, complete, as specified and approved.

1.5.3 Items Ending In AC For Gravel Roadway Placement

Gravel roadway placement will be measured for payment by the number of Linear Feet (LF) gravel roadway placed in Zone C. Payment will be made at the unit price for Items, "Gravel Roadway Placement". Payment shall be full compensation for all work required for the gravel roadway placement of the required LF per task order in Zone C, complete, as specified and approved.

1.5.4 Items Ending In AD For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone C. Payment will be made at the unit price for Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone C, complete, as specified and approved.

1.6 ITEMS 0005, 1005, 2005, 3005 AND 4005 LEFT BANK LEVEE ALIGNMENT

AS-CONSTRUCTED SURVEY TOPO AND DATA

Left bank survey will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Items, "Left Bank Levee Alignment As-Constructed Survey Topo And Data," which price and payment shall be full compensation for all work required to perform the survey and supply all data per task order, complete, as specified and approved.

1.7 ITEMS 0006, 1006, 2006, 3006 AND 4006 RIGHT BANK LEVEE ALIGNMENT

STAGING

Staging will be measured for payment by the number of times (JOB) all equipment for the work is staged on the left bank levee alignment work site. Payment will be made at the unit price for Items, "RIGHT BANK LEVEE ALIGNMENT STAGING". Payment shall be full compensation for work to stage all equipment required to perform the work one time for each Task Order, complete, as specified and approved.

1.8 ITEMS 0007, 1007, 2007, 3007 AND 4007 ZONE D STA 3+50 TO 18+75

1.8.1 Items Ending In AA And BA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone D. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing of the required LF per task order in Zone D, complete, as specified and approved.

1.8.2 Items Ending In AB And BB for Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone D. Payment will be made at the unit price for Ites, "Excavation And Fill Placement". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone D, complete, as specified and approved.

1.8.3 Items Ending In AC BC For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone D. Payment will be made at the unit price for Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone D, complete, as specified and approved.

1.9 ITEMS 0008, 1008, 2008, 3008 AND 4008 ZONE E STA 18+75 TO 42+00

1.9.1 Items Ending In AA, BA And CA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone E. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing of the required LF per task order in Zone E, complete, as specified and approved.

1.9.2 Items Ending In AB, BB And CB for Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone E. Payment will be made at the unit price for Items, "Excavation And Fill Placement". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone E, complete, as specified and approved.

1.9.3 Items Ending In AC, BC And CC For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone E. Payment will be made at the unit price for Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone E, complete, as specified and approved.

1.10 ITEMS 0009, 1009, 2009, 3009 AND 4009 ZONE F STA 42+00 TO 54+86.6

1.10.1 Items Ending In AA And BA For Grubbing

Grubbing will be measured for payment by the number of Linear Feet (LF) grubbed in Zone F. Payment will be made at the unit price for Items, "Grubbing". Payment shall be full compensation for all work required for grubbing of the required LF per task order in Zone F, complete, as specified and approved.

1.10.2 Items Ending In AB And BB for Excavation And Fill Placement

Excavation and fill placement will be measured for payment by the number of Linear Feet (LF) excavated in Zone F. Payment will be made at the unit price for Items, "Excavation And Fill Placement". Payment shall be full compensation for all work required for excavation and fill placement of the required LF per task order in Zone F, complete, as specified and approved.

1.10.3 Items Ending In 9AC For Hydroseeding

Hydroseeding will be measured for payment by the number of Linear Feet (LF) hydroseeded in Zone F. Payment will be made at the unit price for

Items, "Hydroseeding". Payment shall be full compensation for all work required for the hydroseeding of the required LF per task order in Zone F, complete, as specified and approved.

1.10.4 Items Ending In 9BC Furnish And Plant Sod

Hydroseeding furnish and plant sod will be measured for payment by the number of Linear Feet (LF) of sod planted in Zone F. Payment will be made at the unit price for Items "Furnish And Plant Sod ". Payment shall be full compensation for all work required for furnishing and planting sod for the required LF per task order in Zone F, complete, as specified and approved.

1.11 ITEMS 0010, 1010, 2010, 3010 AND 4010 RIGHT BANK LEVEE ALIGNMENT

AS-CONSTRUCTED SURVEY TOPO AND DATA

Right bank survey will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Items, "Right Bank Levee Alignment As-Constructed Survey Topo And Data," which price and payment shall be full compensation for all work required to perform the survey and supply all data per task order, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

Alignment Name:

Baseline

Station Mass

Factor Area Volume Adjusted Factor Area Volume Adjusted Factor Volume Adjusted Factor Volume Adjusted Ordinate

Zone A

0+00.000 1 0 0 0 1 6 0 0 1 0 0 1 0 0 0

0+25.000 1 0 0 0 1 4 5 5 1 0 0 1 0 0 -5

0+50.000 1 0 0 0 1 3 3 3 1 0 0 1 0 0 -8

0+75.000 1 5 3 3 1 2 2 2 1 0 0 1 0 0 -7

1+00.000 1 11 7 7 1 0 1 1 1 0 0 1 0 0 -1

1+01.808 0

1+25.000 1 18 13 13 1 0 0 0 1 0 0 1 0 0 12

1+50.000 1 31 23 23 1 1 1 1 1 0 0 1 0 0 34

1+75.000 1 36 31 31 1 1 1 1 1 0 0 1 0 0 64

2+00.000 1 34 32 32 1 1 1 1 1 0 0 1 0 0 95

2+25.000 1 35 32 32 1 0 1 1 1 0 0 1 0 0 127

2+50.000 1 37 33 33 1 0 0 0 1 0 0 1 0 0 160

2+75.000 1 29 30 30 1 1 1 1 1 0 0 1 0 0 190

3+00.000 1 22 24 24 1 1 1 1 1 0 0 1 0 0 212

3+25.000 1 18 18 18 1 0 0 0 1 0 0 1 0 0 230

3+50.000 1 12 14 14 1 0 0 0 1 0 0 1 0 0 244

3+75.000 1 10 10 10 1 0 0 0 1 0 0 1 0 0 253

4+00.000 1 8 8 8 1 0 0 0 1 0 0 1 0 0 261

4+25.000 1 14 10 10 1 0 0 0 1 0 0 1 0 0 271

4+50.000 1 8 11 11 1 1 0 0 1 0 0 1 0 0 282

4+75.000 1 2 5 5 1 3 2 2 1 0 0 1 0 0 285

5+00.000 1 7 5 5 1 6 4 4 1 0 0 1 0 0 285

5+25.000 1 11 9 9 1 7 6 6 1 0 0 1 0 0 288

5+50.000 1 18 14 14 1 6 6 6 1 0 0 1 0 0 296

5+75.000 1 20 18 18 1 3 4 4 1 0 0 1 0 0 309

6+00.000 1 22 19 19 1 2 2 2 1 0 0 1 0 0 326

6+25.000 1 22 20 20 1 3 2 2 1 0 0 1 0 0 344

6+50.000 1 22 21 21 1 4 3 3 1 0 0 1 0 0 362

6+75.000 1 22 21 21 1 5 4 4 1 0 0 1 0 0 378

7+00.000 1 22 20 20 1 5 4 4 1 0 0 1 0 0 394

7+25.000 1 19 19 19 1 5 4 4 1 0 0 1 0 0 408

7+50.000 1 17 17 17 1 4 4 4 1 0 0 1 0 0 421

7+75.000 1 19 17 17 1 4 4 4 1 0 0 1 0 0 434

8+00.000 1 18 17 17 1 5 4 4 1 0 0 1 0 0 447

8+25.000 1 18 17 17 1 3 4 4 1 0 0 1 0 0 459

8+50.000 1 16 16 16 1 3 3 3 1 0 0 1 0 0 472

8+75.000 1 16 15 15 1 6 4 4 1 0 0 1 0 0 483

9+00.000 1 16 15 15 1 2 4 4 1 0 0 1 0 0 494

9+25.000 1 19 16 16 1 2 2 2 1 0 0 1 0 0 509

9+50.000 1 19 18 18 1 1 1 1 1 0 0 1 0 0 525

9+75.000 1 22 19 19 1 1 1 1 1 0 0 1 0 0 544

10+00.000 1 24 21 21 1 1 1 1 1 0 0 1 0 0 564

10+25.000 1 23 22 22 1 1 1 1 1 0 0 1 0 0 585

10+50.000 1 30 25 25 1 2 1 1 1 0 0 1 0 0 609

10+75.000 1 31 28 28 1 2 2 2 1 0 0 1 0 0 635

11+00.000 1 28 27 27 1 3 2 2 1 0 0 1 0 0 661

11+25.000 1 28 26 26 1 3 2 2 1 0 0 1 0 0 684

11+50.000 1 31 27 27 1 3 3 3 1 0 0 1 0 0 709

11+75.000 1 35 31 31 1 3 3 3 1 0 0 1 0 0 737

12+00.000 1 37 34 34 1 2 2 2 1 0 0 1 0 0 768

12+25.000 1 39 35 35 1 1 1 1 1 0 0 1 0 0 802

12+50.000 1 39 36 36 1 1 1 1 1 0 0 1 0 0 838

12+75.000 1 37 36 36 1 1 1 1 1 0 0 1 0 0 873

13+00.000 1 34 33 33 1 2 1 1 1 0 0 1 0 0 904

13+25.000 1 32 31 31 1 2 1 1 1 0 0 1 0 0 934

13+50.000 1 35 31 31 1 1 1 1 1 0 0 1 0 0 964

13+75.000 1 34 32 32 1 1 1 1 1 0 0 1 0 0 995

14+00.000 1 30 30 30 1 5 3 3 1 0 0 1 0 0 1022

14+25.000 1 28 27 27 1 5 5 5 1 0 0 1 0 0 1044

14+50.000 1 24 24 24 1 3 4 4 1 0 0 1 0 0 1065

14+75.000 1 26 24 24 1 3 3 3 1 0 0 1 0 0 1086

15+00.000 1 29 26 26 1 3 3 3 1 0 0 1 0 0 1109

- - - - - - - - - - Fill - - - - - - - - - - - - - - - - - - Cut - - - - - - - - - - - - - - - - Fill - - - - - - - -

All units in this report are in feet, square feet and cubic yards unless specified otherwise. Quantities are based on the volume differences between the existing surface and the design surface and not adjusted for swell or shrink. Quantities shown do not account for the volume to be lost to grubbing operations.

- - - - - - - - - - - - - - - - Station Quantities - - - - - - - - - - - - - - - - - Added Quantities (Aggregate Surface Course) -

- - - - - - - - - - Cut - - - - - - - - - -

End Area Volume Report Report Created: 3/11/2016

Time: 4:36pm

10 Left Bank Levee Centerline

Note:

15+25.000 1 28 26 26 1 3 3 3 1 0 0 1 0 0 1132

15+50.000 1 25 24 24 1 4 4 4 1 0 0 1 0 0 1153

15+75.000 1 23 22 22 1 5 4 4 1 0 0 1 0 0 1171

16+00.000 1 25 22 22 1 4 4 4 1 0 0 1 0 0 1190

16+25.000 1 25 23 23 1 3 3 3 1 0 0 1 0 0 1210

16+50.000 1 19 20 20 1 11 6 6 1 0 0 1 0 0 1224

16+75.000 1 24 20 20 1 7 8 8 1 0 0 1 0 0 1235

17+00.000 1 27 24 24 1 6 6 6 1 0 0 1 0 0 1253

17+25.000 1 29 26 26 1 7 6 6 1 0 0 1 0 0 1273

17+50.000 1 31 28 28 1 7 6 6 1 0 0 1 0 0 1294

17+75.000 1 31 29 29 1 7 7 7 1 0 0 1 0 0 1317

18+00.000 1 34 30 30 1 4 5 5 1 0 0 1 0 0 1342

18+25.000 1 42 35 35 1 4 4 4 1 0 0 1 0 0 1373

18+50.000 1 42 39 39 1 4 4 4 1 0 0 1 0 0 1408

18+75.000 1 43 39 39 1 2 3 3 1 0 0 1 0 0 1444

19+00.000 1 47 42 42 1 2 2 2 1 0 0 1 0 0 1484

19+25.000 1 46 43 43 1 2 2 2 1 0 0 1 0 0 1525

19+50.000 1 42 41 41 1 1 1 1 1 0 0 1 0 0 1565

19+75.000 1 40 38 38 1 2 1 1 1 0 0 1 0 0 1601

20+00.000 1 37 36 36 1 3 2 2 1 0 0 1 0 0 1634

20+25.000 1 44 38 38 1 2 2 2 1 0 0 1 0 0 1669

20+50.000 1 45 41 41 1 1 2 2 1 0 0 1 0 0 1709

20+75.000 1 46 42 42 1 1 1 1 1 0 0 1 0 0 1750

21+00.000 1 42 41 41 1 1 1 1 1 0 0 1 0 0 1790

21+25.000 1 37 37 37 1 3 2 2 1 0 0 1 0 0 1825

21+50.000 1 33 33 33 1 3 3 3 1 0 0 1 0 0 1855

21+75.000 1 28 28 28 1 2 2 2 1 0 0 1 0 0 1881

22+00.000 1 30 27 27 1 2 2 2 1 0 0 1 0 0 1906

22+25.000 1 33 29 29 1 4 3 3 1 0 0 1 0 0 1932

22+50.000 1 34 31 31 1 3 3 3 1 0 0 1 0 0 1960

22+75.000 1 34 31 31 1 2 2 2 1 0 0 1 0 0 1989

23+00.000 1 36 32 32 1 2 2 2 1 0 0 1 0 0 2020

23+25.000 1 37 34 34 1 2 2 2 1 0 0 1 0 0 2052

23+50.000 1 38 35 35 1 2 2 2 1 0 0 1 0 0 2085

23+75.000 1 38 35 35 1 2 2 2 1 0 0 1 0 0 2118

24+00.000 1 39 35 35 1 4 3 3 1 0 0 1 0 0 2151

24+25.000 1 33 33 33 1 3 3 3 1 0 0 1 0 0 2181

24+50.000 1 42 34 34 1 3 3 3 1 0 0 1 0 0 2212

24+75.000 1 46 40 40 1 3 3 3 1 0 0 1 0 0 2250

25+00.000 1 46 42 42 1 7 5 5 1 0 0 1 0 0 2288

25+25.000 1 40 40 40 1 5 5 5 1 0 0 1 0 0 2322

25+50.000 1 36 35 35 1 6 5 5 1 0 0 1 0 0 2352

25+75.000 1 31 31 31 1 5 5 5 1 0 0 1 0 0 2379

26+00.000 1 39 32 32 1 3 3 3 1 0 0 1 0 0 2407

26+25.000 1 38 36 36 1 2 2 2 1 0 0 1 0 0 2441

26+50.000 1 37 35 35 1 3 2 2 1 0 0 1 0 0 2473

26+75.000 1 44 38 38 1 4 3 3 1 0 0 1 0 0 2508

27+00.000 1 44 41 41 1 5 4 4 1 0 0 1 0 0 2545

27+25.000 1 41 40 40 1 6 5 5 1 0 0 1 0 0 2580

27+50.000 1 43 39 39 1 6 6 6 1 0 0 1 0 0 2613

27+75.000 1 28 33 33 1 6 6 6 1 0 0 1 0 0 2640

Zone A

Zone B

27+75.000 1 28 33 33 1 6 6 6 1 0 0 1 0 0 2640

28+00.000 1 0 13 13 1 6 6 6 1 0 0 1 0 0 2648

28+25.000 1 0 0 0 1 6 6 6 1 0 0 1 0 0 2642

28+50.000 1 0 0 0 1 5 5 5 1 0 0 1 0 0 2637

28+75.000 1 43 20 20 1 6 5 5 1 0 0 1 0 0 2651

29+00.000 1 48 42 42 1 6 6 6 1 0 0 1 0 0 2687

29+25.000 1 51 46 46 1 4 5 5 1 0 0 1 0 0 2728

29+50.000 1 47 46 46 1 4 4 4 1 0 0 1 0 0 2770

29+75.000 1 36 39 39 1 3 3 3 1 0 0 1 0 0 2806

30+00.000 1 53 41 41 1 3 3 3 1 0 0 1 0 0 2844

30+25.000 1 54 49 49 1 2 2 2 1 0 0 1 0 0 2891

30+50.000 1 66 55 55 1 2 2 2 1 0 0 1 0 0 2945

30+75.000 1 74 64 64 1 2 2 2 1 0 0 1 0 0 3008

31+00.000 1 73 67 67 1 2 1 1 1 0 0 1 0 0 3074

31+25.000 1 70 65 65 1 1 1 1 1 0 0 1 0 0 3138

31+50.000 1 67 63 63 1 3 2 2 1 0 0 1 0 0 3199

31+75.000 1 60 59 59 1 4 3 3 1 0 0 1 0 0 3255

32+00.000 1 53 52 52 1 3 4 4 1 0 0 1 0 0 3303

32+25.000 1 47 46 46 1 3 3 3 1 0 0 1 0 0 3347

32+50.000 1 47 43 43 1 3 3 3 1 0 0 1 0 0 3387

32+75.000 1 54 46 46 1 3 3 3 1 0 0 1 0 0 3430

33+00.000 1 63 53 53 1 4 3 3 1 0 0 1 0 0 3481

33+25.000 1 67 60 60 1 5 4 4 1 0 0 1 0 0 3536

33+50.000 1 63 60 60 1 4 4 4 1 0 0 1 0 0 3592

33+75.000 1 55 54 54 1 5 4 4 1 0 0 1 0 0 3641

34+00.000 1 58 52 52 1 3 4 4 1 0 0 1 0 0 3690

34+25.000 1 60 54 54 1 3 3 3 1 0 0 1 0 0 3741

34+50.000 1 62 56 56 1 11 6 6 1 0 0 1 0 0 3791

34+75.000 1 23 39 39 1 4 7 7 1 0 0 1 0 0 3823

35+00.000 1 42 30 30 1 6 4 4 1 0 0 1 0 0 3849

35+25.000 1 28 32 32 1 11 7 7 1 0 0 1 0 0 3874

35+50.000 1 54 38 38 1 5 7 7 1 0 0 1 0 0 3905

35+75.000 1 60 52 52 1 3 3 3 1 0 0 1 0 0 3953

36+00.000 1 69 59 59 1 3 3 3 1 0 0 1 0 0 4010

36+25.000 1 71 64 64 1 4 3 3 1 0 0 1 0 0 4071

36+50.000 1 66 63 63 1 6 5 5 1 0 0 1 0 0 4128

36+75.000 1 65 60 60 1 5 5 5 1 0 0 1 0 0 4183

37+00.000 1 65 59 59 1 3 4 4 1 0 0 1 0 0 4239

37+25.000 1 54 55 55 1 3 3 3 1 0 0 1 0 0 4291

37+50.000 1 27 37 37 1 4 3 3 1 0 0 1 0 0 4325

Zone B

Zone C

37+50.000 1 27 37 37 1 4 3 3 1 0 0 1 0 0 4325

37+75.000 1 6 15 15 1 4 3 3 1 0 0 1 0 0 4337

38+00.000 1 10 8 8 1 9 6 6 1 0 0 1 0 0 4339

38+25.000 1 15 12 12 1 12 10 10 1 0 0 1 0 0 4340

38+50.000 1 6 10 10 1 13 12 12 1 0 0 1 0 0 4338

38+75.000 1 5 5 5 1 12 12 12 1 0 0 1 0 0 4332

39+00.000 1 0 3 3 1 16 13 13 1 0 0 1 0 0 4321

39+25.000 1 0 0 0 1 33 23 23 1 0 0 1 0 0 4298

39+50.000 1 0 0 0 1 40 34 34 1 0 0 1 0 0 4264

39+75.000 1 0 0 0 1 42 38 38 1 0 0 1 0 0 4227

40+00.000 1 0 0 0 1 33 34 34 1 0 0 1 0 0 4192

40+25.000 1 0 0 0 1 23 26 26 1 0 0 1 0 0 4166

40+50.000 1 1 1 1 1 15 18 18 1 0 0 1 0 0 4150

40+75.000 1 2 1 1 1 7 10 10 1 0 0 1 0 0 4141

41+00.000 1 17 8 8 1 1 4 4 1 0 0 1 0 0 4145

41+25.000 1 20 17 17 1 0 0 0 1 0 0 1 0 0 4162

41+50.000 1 19 18 18 1 0 0 0 1 0 0 1 0 0 4180

41+75.000 1 14 16 16 1 0 0 0 1 0 0 1 0 0 4195

42+00.000 1 18 15 15 1 0 0 0 1 0 0 1 0 0 4210

42+25.000 1 17 16 16 1 3 1 1 1 0 0 1 0 0 4225

42+50.000 1 17 16 16 1 7 4 4 1 0 0 1 0 0 4236

42+75.000 1 13 14 14 1 11 8 8 1 0 0 1 0 0 4242

43+00.000 1 15 13 13 1 8 9 9 1 0 0 1 0 0 4247

43+25.000 1 17 15 15 1 3 5 5 1 0 0 1 0 0 4256

43+50.000 1 13 14 14 1 4 3 3 1 0 0 1 0 0 4267

43+75.000 1 9 10 10 1 10 6 6 1 0 0 1 0 0 4271

44+00.000 1 12 10 10 1 7 8 8 1 0 0 1 0 0 4273

44+25.000 1 14 12 12 1 13 9 9 1 0 0 1 0 0 4276

44+50.000 1 17 14 14 1 4 8 8 1 0 0 1 0 0 4282

44+75.000 1 14 14 14 1 2 3 3 1 0 0 1 0 0 4293

45+00.000 1 29 20 20 1 0 1 1 1 0 0 1 0 0 4312

45+25.000 1 18 22 22 1 0 0 0 1 0 0 1 0 0 4334

45+50.000 1 19 16 16 1 0 0 0 1 0 0 1 0 0 4350

45+75.000 1 12 13 13 1 0 0 0 1 0 0 1 0 0 4364

46+00.000 1 25 16 16 1 0 0 0 1 0 0 1 0 0 4379

46+25.000 1 28 23 23 1 0 0 0 1 0 0 1 0 0 4402

46+50.000 1 12 18 18 1 0 0 0 1 0 0 1 0 0 4420

46+75.000 1 4 8 8 1 1 0 0 1 0 0 1 0 0 4428

47+00.000 1 25 14 14 1 0 0 0 1 0 0 1 0 0 4442

Zone C

5207 5207 766 766 0 0 0 0Grand Total:

Alignment Name:

Baseline

Station Mass

Factor Area Volume Adjusted Factor Area Volume Adjusted Factor Volume Adjusted Factor Volume Adjusted Ordinate

Zone D

3+00.000 1 0 0 0 1 0 0 0 1 0 0 1 0 0 0

3+25.000 1 0 0 0 1 0 0 0 1 0 0 1 0 0 0

3+50.000 1 0 0 0 1 6 3 3 1 0 0 1 0 0 -3

3+75.000 1 3 1 1 1 9 7 7 1 0 0 1 0 0 -8

4+00.000 1 1 2 2 1 20 13 13 1 0 0 1 0 0 -20

4+25.000 1 0 0 0 1 18 18 18 1 0 0 1 0 0 -38

4+50.000 1 0 0 0 1 32 23 23 1 0 0 1 0 0 -61

4+75.000 1 0 0 0 1 33 30 30 1 0 0 1 0 0 -91

5+00.000 1 0 0 0 1 30 29 29 1 0 0 1 0 0 -120

5+25.000 1 0 0 0 1 16 22 22 1 0 0 1 0 0 -142

5+50.000 1 0 0 0 1 7 11 11 1 0 0 1 0 0 -152

5+75.000 1 0 0 0 1 1 4 4 1 0 0 1 0 0 -156

6+00.000 1 14 7 7 1 0 1 1 1 0 0 1 0 0 -150

6+25.000 1 0 6 6 1 0 0 0 1 0 0 1 0 0 -144

6+50.000 1 0 0 0 1 1 0 0 1 0 0 1 0 0 -144

6+75.000 1 0 0 0 1 1 1 1 1 0 0 1 0 0 -145

7+00.000 1 3 1 1 1 1 1 1 1 0 0 1 0 0 -144

7+25.000 1 2 2 2 1 6 3 3 1 0 0 1 0 0 -145

7+50.000 1 2 2 2 1 5 5 5 1 0 0 1 0 0 -148

7+75.000 1 3 3 3 1 1 3 3 1 0 0 1 0 0 -148

8+00.000 1 3 3 3 1 1 1 1 1 0 0 1 0 0 -146

8+25.000 1 2 2 2 1 2 1 1 1 0 0 1 0 0 -145

8+50.000 1 1 2 2 1 1 1 1 1 0 0 1 0 0 -144

8+75.000 1 2 1 1 1 1 1 1 1 0 0 1 0 0 -144

9+00.000 1 0 1 1 1 0 0 0 1 0 0 1 0 0 -144

9+25.000 1 0 0 0 1 7 3 3 1 0 0 1 0 0 -147

9+50.000 1 2 1 1 1 5 5 5 1 0 0 1 0 0 -151

9+75.000 1 2 2 2 1 4 4 4 1 0 0 1 0 0 -153

10+00.000 1 0 1 1 1 7 5 5 1 0 0 1 0 0 -158

10+25.000 1 0 0 0 1 8 7 7 1 0 0 1 0 0 -165

10+50.000 1 0 0 0 1 7 7 7 1 0 0 1 0 0 -171

10+75.000 1 1 1 1 1 15 10 10 1 0 0 1 0 0 -181

11+00.000 1 0 0 0 1 19 16 16 1 0 0 1 0 0 -196

11+25.000 1 1 0 0 1 12 14 14 1 0 0 1 0 0 -210

11+50.000 1 1 1 1 1 15 13 13 1 0 0 1 0 0 -222

11+75.000 1 0 0 0 1 16 14 14 1 0 0 1 0 0 -236

12+00.000 1 2 1 1 1 7 11 11 1 0 0 1 0 0 -246

12+25.000 1 0 1 1 1 10 8 8 1 0 0 1 0 0 -253

12+50.000 1 6 3 3 1 1 5 5 1 0 0 1 0 0 -256

12+75.000 1 7 6 6 1 1 1 1 1 0 0 1 0 0 -251

13+00.000 1 2 4 4 1 2 1 1 1 0 0 1 0 0 -248

13+25.000 1 5 3 3 1 1 1 1 1 0 0 1 0 0 -245

13+50.000 1 7 5 5 1 1 1 1 1 0 0 1 0 0 -241

13+75.000 1 6 6 6 1 1 1 1 1 0 0 1 0 0 -236

14+00.000 1 12 9 9 1 0 1 1 1 0 0 1 0 0 -227

14+25.000 1 13 12 12 1 0 0 0 1 0 0 1 0 0 -216

14+50.000 1 4 8 8 1 0 0 0 1 0 0 1 0 0 -209

14+75.000 1 5 4 4 1 0 0 0 1 0 0 1 0 0 -205

15+00.000 1 0 2 2 1 0 0 0 1 0 0 1 0 0 -202

15+25.000 1 10 4 4 1 0 0 0 1 0 0 1 0 0 -198

15+50.000 1 9 8 8 1 0 0 0 1 0 0 1 0 0 -190

15+75.000 1 9 8 8 1 0 0 0 1 0 0 1 0 0 -182

16+00.000 1 8 8 8 1 0 0 0 1 0 0 1 0 0 -174

16+25.000 1 11 9 9 1 0 0 0 1 0 0 1 0 0 -165

16+50.000 1 19 14 14 1 0 0 0 1 0 0 1 0 0 -152

16+75.000 1 26 21 21 1 0 0 0 1 0 0 1 0 0 -132

17+00.000 1 32 27 27 1 0 0 0 1 0 0 1 0 0 -105

17+25.000 1 41 33 33 1 0 0 0 1 0 0 1 0 0 -72

17+50.000 1 22 29 29 1 0 0 0 1 0 0 1 0 0 -44

17+75.000 1 16 17 17 1 1 0 0 1 0 0 1 0 0 -27

18+00.000 1 13 13 13 1 1 1 1 1 0 0 1 0 0 -14

18+21.959 0

- - - - - - - - - - Fill - - - - - - - - - - - - - - - - - - Cut - - - - - - - - - - - - - - - - Fill - - - - - - - -

Note:

- - - - - - - - - - - - - - - - Station Quantities - - - - - - - - - - - - - - - - - Added Quantities (Aggregate Surface Course) -

- - - - - - - - - - Cut - - - - - - - - - -

End Area Volume Report Report Created: 3/11/2016

Time: 4:41pm

20 Right Bank Levee Centerline

All units in this report are in feet, square feet and cubic yards unless specified otherwise. Quantities are based on the volume differences between the existing surface and the design surface and not adjusted for swell or shrink. Quantities shown do not account for the volume to be lost to grubbing operations.

18+25.000 1 22 16 16 1 0 0 0 1 0 0 1 0 0 2

18+50.000 1 15 17 17 1 0 0 0 1 0 0 1 0 0 18

18+75.000 1 10 11 11 1 0 0 0 1 0 0 1 0 0 30

Zone D

Zone E

18+75.000 1 10 11 11 1 0 0 0 1 0 0 1 0 0 30

19+00.000 1 18 13 13 1 0 0 0 1 0 0 1 0 0 42

19+25.000 1 22 18 18 1 0 0 0 1 0 0 1 0 0 60

19+50.000 1 30 24 24 1 0 0 0 1 0 0 1 0 0 84

19+75.000 1 27 26 26 1 0 0 0 1 0 0 1 0 0 110

20+00.000 1 26 24 24 1 0 0 0 1 0 0 1 0 0 134

20+25.000 1 19 21 21 1 0 0 0 1 0 0 1 0 0 155

20+50.000 1 20 18 18 1 0 0 0 1 0 0 1 0 0 173

20+75.000 1 17 17 17 1 0 0 0 1 0 0 1 0 0 190

21+00.000 1 15 15 15 1 0 0 0 1 0 0 1 0 0 204

21+25.000 1 7 10 10 1 1 0 0 1 0 0 1 0 0 214

21+50.000 1 4 5 5 1 4 2 2 1 0 0 1 0 0 217

21+75.000 1 4 4 4 1 9 6 6 1 0 0 1 0 0 214

22+00.000 1 2 3 3 1 12 9 9 1 0 0 1 0 0 208

22+25.000 1 2 2 2 1 7 9 9 1 0 0 1 0 0 201

22+50.000 1 2 2 2 1 9 8 8 1 0 0 1 0 0 196

22+75.000 1 0 1 1 1 0 4 4 1 0 0 1 0 0 192

23+00.000 1 0 0 0 1 0 0 0 1 0 0 1 0 0 192

23+25.000 1 0 0 0 1 39 18 18 1 0 0 1 0 0 174

23+50.000 1 2 1 1 1 21 28 28 1 0 0 1 0 0 148

23+75.000 1 1 1 1 1 9 14 14 1 0 0 1 0 0 135

24+00.000 1 8 4 4 1 5 7 7 1 0 0 1 0 0 132

24+25.000 1 11 9 9 1 0 3 3 1 0 0 1 0 0 139

24+50.000 1 16 13 13 1 0 0 0 1 0 0 1 0 0 151

24+75.000 1 11 13 13 1 0 0 0 1 0 0 1 0 0 164

25+00.000 1 9 10 10 1 0 0 0 1 0 0 1 0 0 173

25+25.000 1 10 9 9 1 0 0 0 1 0 0 1 0 0 182

25+50.000 1 16 12 12 1 0 0 0 1 0 0 1 0 0 193

25+75.000 1 17 15 15 1 0 0 0 1 0 0 1 0 0 208

26+00.000 1 8 11 11 1 0 0 0 1 0 0 1 0 0 219

26+25.000 1 10 8 8 1 1 0 0 1 0 0 1 0 0 227

26+50.000 1 6 7 7 1 0 0 0 1 0 0 1 0 0 234

26+75.000 1 7 6 6 1 0 0 0 1 0 0 1 0 0 240

27+00.000 1 7 6 6 1 0 0 0 1 0 0 1 0 0 246

27+25.000 1 9 7 7 1 0 0 0 1 0 0 1 0 0 253

27+50.000 1 14 10 10 1 0 0 0 1 0 0 1 0 0 263

27+75.000 1 12 12 12 1 0 0 0 1 0 0 1 0 0 274

28+00.000 1 11 11 11 1 0 0 0 1 0 0 1 0 0 284

28+25.000 1 25 16 16 1 0 0 0 1 0 0 1 0 0 301

28+50.000 1 23 22 22 1 0 0 0 1 0 0 1 0 0 323

28+75.000 1 15 18 18 1 0 0 0 1 0 0 1 0 0 340

29+00.000 1 22 17 17 1 0 0 0 1 0 0 1 0 0 357

29+25.000 1 15 17 17 1 0 0 0 1 0 0 1 0 0 374

29+50.000 1 12 13 13 1 1 0 0 1 0 0 1 0 0 386

29+75.000 1 13 12 12 1 0 0 0 1 0 0 1 0 0 397

30+00.000 1 12 12 12 1 0 0 0 1 0 0 1 0 0 409

30+25.000 1 12 11 11 1 0 0 0 1 0 0 1 0 0 420

30+50.000 1 12 11 11 1 0 0 0 1 0 0 1 0 0 430

30+75.000 1 14 12 12 1 0 0 0 1 0 0 1 0 0 442

31+00.000 1 8 10 10 1 0 0 0 1 0 0 1 0 0 452

31+25.000 1 13 10 10 1 0 0 0 1 0 0 1 0 0 462

31+50.000 1 27 18 18 1 0 0 0 1 0 0 1 0 0 479

31+75.000 1 31 27 27 1 3 1 1 1 0 0 1 0 0 505

32+00.000 1 31 29 29 1 4 3 3 1 0 0 1 0 0 530

32+25.000 1 46 36 36 1 0 2 2 1 0 0 1 0 0 564

32+50.000 1 73 55 55 1 0 0 0 1 0 0 1 0 0 619

32+75.000 1 44 55 55 1 0 0 0 1 0 0 1 0 0 673

33+00.000 1 54 45 45 1 0 0 0 1 0 0 1 0 0 718

33+25.000 1 24 36 36 1 0 0 0 1 0 0 1 0 0 754

33+50.000 1 17 19 19 1 0 0 0 1 0 0 1 0 0 773

33+75.000 1 16 16 16 1 0 0 0 1 0 0 1 0 0 788

34+00.000 1 19 16 16 1 0 0 0 1 0 0 1 0 0 804

34+25.000 1 20 18 18 1 0 0 0 1 0 0 1 0 0 822

34+50.000 1 24 20 20 1 0 0 0 1 0 0 1 0 0 842

34+75.000 1 22 21 21 1 0 0 0 1 0 0 1 0 0 863

35+00.000 1 17 18 18 1 1 0 0 1 0 0 1 0 0 881

35+25.000 1 15 15 15 1 1 1 1 1 0 0 1 0 0 895

35+50.000 1 14 13 13 1 0 0 0 1 0 0 1 0 0 908

35+75.000 1 15 14 14 1 0 0 0 1 0 0 1 0 0 921

36+00.000 1 19 16 16 1 0 0 0 1 0 0 1 0 0 937

36+25.000 1 21…