A21 - RTA-SPECS-IC-SEEPAGE-BERM.pdf

ISLAND CREEK SEEPAGE BERM

REPAIR

READY TO ADVERTISE

SPECIFICATIONS

Solicitation No. W912PM24B0013 Contract No. W912PM25XXXXX

NOTICE: REQUIRES COMPLICANCE WITH THE 15 MARCH 2024 EDITION OF EM 385-1-1: SAFETY and OCCUPATIONAL HEALTH

REQUIREMENTS

FEBRUARY-2025

Island Creek Dam Seepage Berm Repair JHKISLANDMODFY21

W912PM24B0013 READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 05/16 SUPPLEMENTARY SPECIAL CONTRACT

REQUIREMENTS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 02/15 PROJECT PROGRESS SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 22 08/08 GEOTEXTILES USED FOR SEPARATION

31 11 00 08/08 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 08/08 AGGREGATE BASE COURSE

32 92 19 10/06 SEEDING

32 92 23 04/06 SODDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 01/08, CHG 1: 11/14 SHORELINE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 BORING LOGS

1.4 Supplementary Data

ATTACHMENTS:

Appendix A - Boring Information

Appendix B - Manhole Information

Appendix C - Gage Data

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are provided.

1.3 BORING LOGS

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made. See Appendix A - Boring Information.

1.4 Supplementary Data

See Appendix B - Manhole Information for manhole data submitted during the initial construction of the Island Creek Seepage Berm. See Appendix C - Gage Data for information regarding historic lake elevations.

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

05/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.5 PERFORMANCE AND PAYMENT BONDS

1.6 WATER CONSERVATION

1.7 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.8 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.9 SAMPLING, CERTIFICATES, AND TESTING

1.10 CERTIFICATES OF COMPLIANCE

1.11 REQUIRED CONSTRUCTION MEETINGS

1.12 REQUIRED VISITS TO CONSTRUCTION SITES BY DESIGN PERSONNEL

1.13 "AS-BUILT" RECORD DRAWINGS

1.14 SURVEY DATA

1.15 ADDITIONAL SURVEY AND SURVEY PERSONNEL REQUIREMENTS

1.16 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

1.17 PLANT LOCATION

1.18 WORK IN QUARANTINED AREA

1.19 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

1.20 VDOT SPECIFICATIONS

1.21 DEFINITIONS FOR VDOT SPECIFICATIONS

1.22 PUBLIC CONVENIENCE AND SAFETY

1.23 MAINTENANCE DURING CONSTRUCTION

1.24 PARTNERING

1.25 LOAD RESTRICTIONS

1.26 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.27 PROTECTION OF EXISTING FACILITIES

1.28 EXISTING ELECTRICAL OVERHEAD TRANSMISSION LINE

1.29 HAUL ROADS

1.30 CONTRACT AREA AND TRESPASSING

1.31 COORDINATION WITH JOHN H. KERR PROJECT OFFICE CONTRACTOR

1.32 RESPONSIBILITY FOR BORROW AREA ACCESS ROAD

1.33 TEMPORARY ACCESS ROADS AND CONSTRUCTION ENTRANCES

1.34 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Attachment 1 - 115KV Electrical Overhead Transmission Line Permits, SECTION 01 10 00.10 Page 1

Easements, Profile

SECTION 01 10 00.10 Page 2

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

05/16

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 within the text by the basic designation only.

VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)

VDOT Std. Specs. (2020) Roads and Bridge Specifications

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

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

submittals not having a "G, A" designation are for information only. When used, a designation following the "G, A" 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-01 Preconstruction Submittals

List of Subcontractors

Progress Chart; G, A

Quality Control Plan; G, A

Within 24 hours of conclusion of physical tests, 5 copies of test results including calibration curves and results of calibration tests.

SD-07 Certificates

Certificate of Insurance

Completion of Corps CQC Course

Letter Appointing Superintendent

Qualifications of the commercial testing laboratory or Contractor's testing facilities; G, A

SD-11 Closeout Submittals Virginia ES&C Handbook; G

Final As-Built Cross Sections; G

SECTION 01 10 00.10 Page 3

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

The Contractor shall be required to comply with the following security requirements mandated by the Department of the Army:

Short-term employees (working on site less than or equal to 6 months): If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

b) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

c) A resume.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer or his/her designated representative. All prescribed identification shall immediately be delivered to the Contracting Officer or his/her designated representative for cancellation upon the release of any employee.

(End of Clause)

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

ER 415-1-15 dtd 31 OCT 89

(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer or his/her designated representative to award a time extension under this clause, the following conditions must be found to be satisfied in the sole discretion of the Contracting Officer or his/her designated representative:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather

SECTION 01 10 00.10 Page 4 dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(7) (6) (8) (6) (7) (6) (7) (7) (5) (5) (5) (5)

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

(d) The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 2, above, the Contracting Officer or his/her designated representative will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "DEFAULT

(FIXED-PRICE CONSTRUCTION)".

(e) Island Creek Reservoir water levels. The Island Creek Reservoir has a pool elevation maintained at Elevation 257.0 year round. A major flood event potentially may raise the pool elevation for a period of time that could prevent construction activities as the pool elevation recedes. In the event of a major flood that prevents construction and/or access to the construction site the contractor will be granted a day for day time extension.

(End of Clause)

1.5 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include his premiums for performance and payment bonds under the appropriate, "Performance and Payment Bonds" contact line item of the Bidding Schedule. Payment to the Contractor therefore, shall not exceed the bid price and shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.6 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the Contractor shall be judicious in its use in the performance of the work as specified. Water needed for compaction of roadway and/or foundation materials, and dust control shall be obtained from uncontrolled stream flow instead of potable supply sources to the extent available and suitable as determined by the Contracting Officer or his/her designated representative.

SECTION 01 10 00.10 Page 5

(End of Clause)

1.7 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

(a) In accordance with Contract Clause 52.219-9I, Small Business and Small Disadvantage Business Subcontracting Plan, and 52.219-16, Liquidated Damages - Small Business Subcontracting Plan, retainage will be withheld from progress payments in an amount sufficient to protect the Government's ability to assess liquidated damages in accordance with Clause 52.219-16 for the contractor's failure to timely submit Standard Form 294, Subcontracting Report for Individual Contracts, and Standard Form 295, Summary Subcontract Report, reports.

(b) The retainage will be determined in accordance with the following formula:

Total dollar amount for subcontracting to small business multiplied by percentage of actual progress on the contract shall be withheld from the next progress payment due after the Contractor fails to submit a required report. If one or more reports have been submitted before such failure, formula for determining the amount of retainage will be adjusted by deducting any amounts reported as subcontracted to small business from the total dollar amount proposed to be subcontracted and the difference multiplied by the percentage of actual progress.

(c) Subcontracting plans are not required--

(1) For contracts or contract modifications that will be performed entirely outside of any State, territory, or possession of the United States, the District of Columbia, and the Commonwealth of Puerto Rico; or

(2) For modifications to contracts that do not contain the clause 52.219-8, Utilization of Small Business Concerns and Small Disadvantaged Business concerns (or equivalent prior DAR, FPR, or NASA clauses); e.g., contracts awarded before Pub. L. 95-507 and which are within the scope of the contract.

(End of Clause)

1.8 SHOP DRAWINGS AND MATERIALS SUBMITTAL

(a) Five (5) days prior to the preconstruction conference (see paragraph REQUIRED CONSTRUCTION MEETINGS), the Contractor shall complete and submit to the Contracting Officer or his/her designated representative, in duplicate, Submittal Register, listing all submittals and dates. In addition to those items listed on the Submittal Register, the Contractor will furnish submittals for any deviation from the plans or specifications. The scheduled need dates must be recorded on the document for each item for control purposes. In preparing the document, adequate time (minimum of 15 days) will be allowed for review and approval and possible resubmittal. Scheduling shall be coordinated with the approved progress schedule. The Contractor's Quality Control System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the Contracting Officer or his/her designated representative at least every 60 days in the quantity specified. Payment will not be made for any material or equipment which does not comply with contract requirements.

SECTION 01 10 00.10 Page 6

(b) Contractor submittals required by the Technical Provisions are indicated in those provisions and are listed on the Submittal Register furnished in Section 01 33 00 SUBMITTAL PROCEDURES. The list does not relieve the Contractor from furnishing submittals required elsewhere in the specifications, those inadvertently omitted from the listing; or from furnishing other submittals that the Government may deem necessary as the work progresses.

(c) Normal review levels for required approvals are indicated by letter designations as follows:

Contractor Quality Control System Manager --- (CQC) Area or Resident Engineer ------------------- (R) Engineering Branch -------------------------- (E)

The Government reserves the right to vary the review levels for (R) and

(E) to its convenience.

(d) The Contractor shall use ENG Form 4025, furnished in Section 01 33 00 SUBMITTAL PROCEDURES, to transmit Shop Drawings, Equipment Data, Material Samples or Manufacturer's Certificate of Compliance to the Government.

(End of Clause)

1.9 SAMPLING, CERTIFICATES, AND TESTING

(a) General. Within 30 days after acknowledgment of Notice to Proceed, the Contractor shall submit to the Contracting Officer or his/her designated representative five (5) copies of a list of the items for which he proposes to furnish manufacturer's certificates and/or samples for inspection and testing. The list shall include, but is not limited to the following information:

(1) Name of item

(2) Specification paragraph covering this item

(3) Date sample will be furnished

(4) Delivery date of product

(5) Items for which a certificate will be furnished

(b) Submittals. Any product or item mentioned in these specifications and required to meet Federal, ASTM, AASHTO, U. S. Army or Navy, AREMA, AWWA, and UL Specifications or Codes, specified herein with certain limiting or qualifying requirements, or any product or item which is required to be similar and equal to a specified product or item may require the submission, before delivery of the product or item to the job site, of one or more of the following:

(1) Certificate by the manufacturer that the item meets the contract requirements.

(2) Samples for inspection, comparison, and testing, including destructive tests.

(c) Sample delivery. Unless otherwise specified or authorized, all

SECTION 01 10 00.10 Page 7 samples shall be delivered (without cost to the Government) to:

U.S. Army Engineer District, Wilmington Corps of Engineers ATTENTION: Construction Branch 69 Darlington Avenue Wilmington, North Carolina 28403

If required by the Contracting Officer or his/her designated representative, duplicate samples shall be shipped to the Wilmington District Office at no expense to the Government.

(d) Testing. All tests required in the Technical Provisions shall be made by and at the expense of the Contractor except those material tests specifically excluded which will be made by and at the expense of the Government. All instruments and personnel required for the required tests shall be furnished by the Contractor. The Government reserves the right to interrupt the work to make tests on all facets of concreting and other operations. These tests will be made as necessary to insure conformance to applicable specifications and drawings and will be made by and at the expense of the Government except Contractor sampling support as required by the Technical Provisions. In those instances where testing is specified to be made at the Government's expense, the cost of the initial testing will be at the Government's expense; however, any retesting due to failure of the materials to meet the requirements in the initial test shall be performed at the Contractor's expense. The retests shall be made at laboratories approved by the Contracting Officer or his/her designated representative. The costs of retests made at Government laboratories will be deducted from the total amount due the Contractor, at actual cost to the Government, unless otherwise specified.

(End of Clause)

1.10 CERTIFICATES OF COMPLIANCE

(l969 MAY OCE)

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 3 copies.

Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply.

Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

(End of Clause)

1.11 REQUIRED CONSTRUCTION MEETINGS

(a) In addition to meetings required elsewhere in the specifications, the Contractor and any Subcontractors identified by the Contracting Officer's Representative shall be required to attend a preconstruction meeting (after award of the contract but before Commencement of Work) and a post construction meeting (after final acceptance of the work but before final payment is made). The Contractor

SECTION 01 10 00.10 Page 8 and identified Subcontractors shall meet with Corps of Engineers personnel at a time and place determined by the Contracting Officer's Representative.

(b) At the preconstruction conference, the Contractor shall be oriented with respect to Government procedures and line of authority in contractual, administrative, and construction matters. Additionally, a schedule of required submittals will be discussed.

(c) Five (5) days prior to the preconstruction conference, the Contractor shall submit the following items:

Certificate of Insurance Quality Control Plan (see Section 01 45 00.00 10 USACE QUALITY CONTROL, for additional information) Certificate of Completion of Corps CQC Course Preliminary Submittal Register (ENG Form 4288 exclusive of Contractor submittal dates) Letter Appointing Superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6) List of Subcontractors Progress Chart

(d) The letter of record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer's Representative to all in attendance.

(End of Clause)

1.12 REQUIRED VISITS TO CONSTRUCTION SITES BY DESIGN PERSONNEL

The Contractor shall notify the Contracting Officer or his/her designated representative in a timely manner of the construction process as to permit participation and inspection by USACE personnel. Specifically, the Contractor shall advise of the schedules for the following activities:

excavation of borrow areas, excavation of the grass-lined ditch, placement of any rock features, and other stages for which such notification has been requested. In addition, observations of field conditions that are significantly different from those assumed during design shall be brought to the immediate attention of the Construction Quality Assurance (QA) inspector, or their designee.

1.13 "AS-BUILT" RECORD DRAWINGS

(a) The Contractor shall be responsible for maintaining in good condition one set of full size drawing prints at the job site, on which he shall keep a careful and neat record of all deviations, field changes and modifications from the original contract drawings which are made to each phase of construction as the work progresses. The Contractor is responsible for noting all changes and corrections on these prints promptly as in-place construction activities occur, but in no case less often than on a weekly basis. In addition to the above, the following shall be included:

(1) Actual location of all Contractor installed subsurface utility lines. Type of materials actually installed, major sizes of lines, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the record drawings shall show, by offset dimensions

SECTION 01 10 00.10 Page 9 to two permanently fixed surface features, both ends of each run and each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point.

The average depth below the surface of each run shall also be recorded.

(2) Any shop drawings which constitute part of the design shall be included with the record drawings.

(3) The manufacturer and model number of all major items of equipment shall be shown on the record drawings.

(4) Upon completion of all construction, the Contractor will delete by notation all references to features not constructed.

(b) These annotated prints shall be certified as to their correctness by the signature of the Contractor and turned over to the Contracting Officer or his/her designated representative not later than ten (10) days after final acceptance of the work by the Government.

Marked up prints shall be reviewed for approval by the Contracting Officer or his/her designated representative and returned for corrections as necessary.

(c) The Contractor shall also submit the as-built record drawings as a AutoCADD (.dwg) file displaying all planimetric features mapped in Virginia NAD 83 state plane coordinates (feet). All work shall conform to the A/E/C Standards. Files shall be submitted on a compact disc or via electronic mail. Files for the final as-built record drawings shall be provided to the Contracting Officer or his/her designated representative upon completion of work.

(End of Clause)

1.14 SURVEY DATA

The Contractor shall maintain complete and accurate field notes, sketches, recordings and computations required in establishing the necessary horizontal and vertical control. All survey data shall be recorded in accordance with accepted standards and as approved by the Contracting Officer or his/her designated representative. All the above data shall be available at all times during the progress of the work for ready examination and use by the Contracting Officer or his/her designated representative. Upon request of the Contracting Officer or his/her designated representative, the Contractor shall furnish a copy of above survey data.

(End of Clause)

1.15 ADDITIONAL SURVEY AND SURVEY PERSONNEL REQUIREMENTS

(a) Survey personnel. All quantity surveys required by the Contractor, except those for any periods for which progress payments are requested, shall be made by personnel of a professional engineering and/or surveying firm experienced in the practice of such work including Global Positioning Systems (GPS) surveys. The survey personnel shall have the following minimum qualifications.

(1) Each party chief shall be a Professional Land Surveyor and shall be proficient in the operation of precise and semi-precise instruments. They shall be capable of running horizontal and vertical control of 2nd order accuracy. In the event it is considered advantageous

SECTION 01 10 00.10 Page 10 to employ a party chief who is not a Professional Land Surveyor, detailed qualifications of the individual shall be submitted to the Contracting Officer or his/her designated representative for review and approval.

(2) Instrument men shall be proficient in the operation of precise and semi-precise instruments including transit, level, and alidade, and shall prepare all survey notes in a firm and legible manner.

(3) Rodman and chainman. At least one rodman and one chainman, with a minimum of six months prior experience each, shall be assigned to each survey part.

(4) Surveying technicians shall be familiar with all phases of surveys and the Virginia State plane coordinate system. Also they shall be well versed in the computation and adjustment of horizontal and vertical control of 2nd and 3rd order survey.

(b) Final cross sections. Final in-place cross sections of the seepage berm and borrow area shall be taken after grading has been accomplished to the lines and grades required by the plans and specifications. All original and final cross sections made for acceptance purposes shall be taken on an interval not to exceed 100 feet. Final As- Built Cross Sections shall be provided to the Contracting Officer or his/her designated representative upon completion of work.

(1) Deliverables. The Contractor shall provide ASCII data files containing tab delimited, x,y,z coordinates, point numbers, feature descriptions, etc., for the cross sections, break lines, and spot elevations that were surveyed. Additionally, the Contractor shall provide tab delimited ASCII files of xyz random points data and tab delimited ASCII file of x, y, z, per order breakline point data. The Contractor shall perform adequate quality control to assure there are neither redundant points between the random point file and break line file nor conflicting information between these files. The Contractor shall also submit an AutoCADD (.dwg) file displaying all planimetric features mapped in Virginia NAD 83 state plane coordinates (feet). Contouring shall be generated from the surface model files with appropriate contour smoothing and shall be included in the AutoCADD graphics (.dwg) file. The Contractor shall perform adequate quality control to assure contours do not cross. The graphics (.dwg) file shall be a three dimensional file with contours, elevation shots at the true elevation, spillway structures with description and inverts, control points, vegetation lines and other similar features. All work shall conform to the A/E/C Standards. Files shall be submitted on a compact disc or via electronic mail. Files for the final as-built surveys shall be provided to the Contracting Officer or his/her designated representative upon completion of work.

(2) Metadata Record. A metadata record for all as-built surveys shall be created using Corpsmet 95. Appropriate information shall be entered in all required fields. The metadata record shall be submitted on compact disc or via electronic mail along with each spatial data deliverable.

(End of Clause)

***AMDT0001***

1.16 SMALL UNMANNED AIRCRAFT SYSTEMS (SUAS)

The use of Small Unmanned Aircraft Systems on USACE lands and projects is

SECTION 01 10 00.10 Page 11 prohibited unless monitored by a USACE Trusted Agent. A contractor may only operate SUAS approved by USACE Aviation and must follow all cybersecurity requirements set forth in the most current USACE Aviation Policy Letter. Requests to operate a SUAS must be made to the Contracting Officer's Representative, who will then forward it to the District's Aircrew Training Program Manager.

***AMDT0001***

1.17 PLANT LOCATION

The Contractor's plant shall be arranged and located in areas approved by the Contracting Officer or his/her designated representative. This requirement includes the construction plant; offices; shop and storage buildings; housing facilities and all other equipment and materials needed to construct the project.

1.18 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (USACE ER 1110-1-5 ). Major portions of all southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

1.19 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

When, upon completion of the final construction inspection, the work is found to comply fully with contract plans, specifications, change orders, and modifications, the Contracting Officer or his/her designated representative will give final acceptance, provided a satisfactory stand of grass has been obtained. If, due to the season, satisfactory life and growth of grass cannot be determined when all work is completed, the Contracting Officer or his/her designated representative shall give the Contractor written notice of conditional acceptance. This notice of conditional acceptance will relieve the Contractor of further construction or maintenance work except as noted until the next growing season, at which time he will be required to produce a living and satisfactory stand of grass and apply water and/or fertilizer as required by the Contracting Officer or his/her designated representative to produce a grass cover in full compliance with the intent of these specifications. The Contractor shall maintain adequate erosion control measures during periods of conditional acceptance of grassing.

SECTION 01 10 00.10 Page 12

(End of Clause)

1.20 VDOT SPECIFICATIONS

The Virginia Department of Transportation "Standard Specifications for Roads and Structures English," 2020, (hereinafter referred to as the Standard Specifications) applies to this work when so referenced.

(End of Clause)

1.21 DEFINITIONS FOR VDOT SPECIFICATIONS

Wherever in the Virginia Department of Transportation "Standard Specifications for Roads and Structures" or on the drawings the following terms are used, the intent shall be as indicated below unless otherwise modified within the specifications:

State - - - - - - - - - - - - - - - - - U. S. Government Department or Department of Transportation - - - - - - - - - - - Corps of Engineers Engineer or Chief Engineer- - - - - - - Contracting Officer, Corps of Engineers Materials and Test Unit - - - - - - - - Corps of Engineers Division of Highways- - - - - - - - - - Corps of Engineers Board or Board of Transportation- - - - Corps of Engineers

Where VDOT Std. Specs. materials and test unit requirements are referenced in these specifications, they shall be taken as such and not Corps of Engineers Standards unless otherwise stated.

(End of Clause)

1.22 PUBLIC CONVENIENCE AND SAFETY

(a) Roads to be closed. No road shall be closed to the public by Contractor unless the Contactor's construction operations or the movement of equipment in the area poses hazard to public safety and then road will only be closed on a temporary, short-term basis. The Contractor shall obtain the Contracting Officer or his/her designated representative's approval before closing any roads. Barricades, danger, warning and detour signs, as required, shall be erected before closing any roads.

(b) Storage of materials. Materials and equipment shall not be stored within roadway rights-of-way or in such a manner as to pose possible danger or obstruction to the traveling public.

(End of Clause)

1.23 MAINTENANCE DURING CONSTRUCTION

From the first day any work is done, the Contractor shall maintain in an equally satisfactory condition all of the items of work covered by the contract until they are finished, placed in service unfinished, or until all of the work is finally accepted. This maintenance shall be continuous and effective work prosecuted day by day with adequate equipment to the end that roadway and structures are kept in satisfactory and acceptable condition. The Contractor shall be responsible for maintaining all barricades, danger, warning, and detour signs and lights as specified hereinafter. When no pay item for such maintenance is shown in the

SECTION 01 10 00.10 Page 13

Bidding Schedule, the cost of maintenance shall be included in the price bid for other pay items, and no separate payment will be made.

(a) Maintenance when work is suspended. If construction is suspended for any reason, the Contractor shall place the work in such condition as the Contracting Officer or his/her designated representative directs, before suspension, and shall maintain it in a condition satisfactory to the Contracting Officer or his/her designated representative throughout the period of the suspension.

(b) Final mowing. When the work is otherwise completed, and before it is finally accepted, the Contractor shall give the seeded areas a final mowing, as directed by the Contracting Officer or his/her designated representative.

(c) Spilled materials. The Contractor shall not allow spilled materials to remain on the highways. Spillage sufficient to create a traffic hazard shall be removed immediately. Other light spillage shall be removed daily.

(End of Clause)

1.24 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a cohesive partnership with the Contractor and its subcontractors. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget and on schedule. Integral to the partnership would be a joint Contractor/Government effort to settle any disputes that may arise without costly and time consuming litigation. To that end, a non-binding procedure such as the Alternate Dispute Resolution process could be developed and agreed upon by both parties when it is determined to be necessary. This partnership would be bilateral in make-up and participation will be totally voluntary. Any cost associated with developing this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

(End of Clause)

1.25 LOAD RESTRICTIONS

The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the project. A special permit will not relieve the Contractor of liability for damage which may result from such hauling. The Contractor shall not operate equipment of such weight or so loaded as to cause damage to drainage structures or the roadway, or to any other type of improvement, either completed or under construction. Hauling of materials over the existing surface shall be limited as directed, and in no case shall legal load limits be exceeded unless permitted in writing. The Contractor shall repair, at his own expense, all damage to the work caused by his equipment.

(End of Clause)

1.26 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

The Contractor shall provide, erect, and maintain all necessary traffic control devices in substantial conformance to Part 6 of the 2003 "Manual on Uniform Traffic Control Devices for Streets and Highways" with

SECTION 01 10 00.10 Page 14

Revisions 1 and 2 as published by the U.S. Department of Transportation, Federal Highway Administration, and available on the Internet at:

http://muted.fhwa.dot.gov. This requirement shall include flagman as shown in the manual when necessary and the use of electric flashers as conditions of construction may require during hours of darkness. The Contractor shall take all necessary precautions for protection of the work and for the safety of the public at or near the site of construction.

Signing, barricades, lights, and other devices shall be well maintained and repositioned or removed as the progress of the work requires. No substandard, poorly maintained device will be acceptable. Particular attention shall be given to the following:

(a) Removal of barricades and warning signs. As soon as construction advances to the extent that temporary barricades, and signs such as "Detour", "One Way Traffic," etc. are no longer needed to inform the traveling public, such signs shall be removed promptly.

(b) Replacement of signs. When new work is necessary during any period of construction or maintenance, necessary signs shall be replaced as are needed to adequately warn and protect the public in accordance with the provisions outlined above. As soon as the project has been accepted for maintenance, all temporary barricades and warning signs shall be removed promptly.

(c) Cost of protective devices. Unless otherwise shown in the Bidding Schedule, the cost of furnishing, erecting, maintaining, and removing protective devices will not be paid for as separate bid items.

Where the Contractor is required to perform any of these functions, the cost thereof shall be included in the overall bid submitted. Ownership of the temporary warning devices shall remain with the Contractor provided the devices are removed promptly after completion of the work as specified above. If such warning devices are left in place for more than 30 days after the specified time for removal, the Government shall have the right to remove such devices and to claim possession thereof.

(End of Clause)

1.27 PROTECTION OF EXISTING FACILITIES

The Contractor will not be responsible for any alterations to existing structures or utilities except those made by him for his convenience. The Contractor shall protect all existing structures, including bridges, piezometers and ADAS system components, timber rails, toe drain systems, roadway embankments, existing control monuments and benchmarks, utilities and improvements from damage, and, in the event of damage as a result of his operations, the Contractor shall be responsible for their repair, restoration, or for all cost of damage resulting therefrom. In addition, the Contractor shall be responsible for any damage to culvert structures caused by the unauthorized excavation or excavation beyond the project dimensions shown on the plans. If the Contractor elects to have alterations made to any existing structure, utility or other improvements for his convenience, he shall make arrangements with the owner of the facility for such alterations and the agreement shall be approved by the Contracting Officer or his/her designated representative prior to their alteration.

SECTION 01 10 00.10 Page 15

1.28 EXISTING ELECTRICAL OVERHEAD TRANSMISSION LINE

The existing electrical overhead overhead transmission line shown on the plans is owned, operated and maintained by Dominion Virginia Power Company. The existing 115 KV electrical overhead transmission line runs through John H. Kerr property line and along the existing Island Creek Dam. Permits and easements for the operation and maintenance of the line is provided as an Attachment 1 - 115KV Electrical Overhead Transmission Line Permits, Easements, Profile to the Section. The Contractor must comply with any applicable conditions contained in the permits and easements, contract safety requirements, and state of Virginia laws in regards to working near, underneath, or in the vicinity of the overhead transmission lines. The Contractor shall contact Dominion Virginia Power Company 30 days prior to the start of any construction operations in the project area.

The Contractor shall coordinate project construction with Dominion Virginia Power Company and take all necessary precautions to prevent disturbance of the existing transmission line, power poles, and transmission towers.

Virginia enacted an overhead high voltage line safety Act in 1989. In 2003, the law was revised. The new law prohibits work within 10 feet of an overhead line carrying 600 or more volts. If anyone wants to work within the 10-foot limit, the law requires that mutually acceptable safety arrangements be made between the person performing the work and the utility that owns the line.

1.29 HAUL ROADS

(1985 HQ USACE)

Whenever practical, one-way haul roads shall be used on this contract.

Haul roads built and maintained for this work shall comply with the following:

(a) One-way haul roads for off-the road equipment; e.g., belly bumps, scrapers, and off-the-road trucks shall have a minimum usable width of 25 ft. One-way haul roads for over-the-road haulage equipment only (e.g., dump trucks, etc.) may be reduced to a usable width of 15 ft.

When the Contracting Officer or his/her designated representative determines that it is impractical to obtain the required width for one-way haul roads (e.g., a road on top of a levee), a usable width of not less than 10 ft. may be approved by the Contracting Officer or his/her designated representative, provided a positive means of traffic control is implemented. Such positive means shall be signs, signals, and/or signalman and an effective means of speed control.

(b) Haul roads shall be graded and otherwise maintained to keep the surface free from potholes, ruts, and similar conditions that could result in unsafe operation.

(c) Dust abatement shall permit observation of objects on the roadway at a minimum distance of 300 ft.

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1.30 CONTRACT AREA AND TRESPASSING

The Contractor's operation shall be confined solely to those areas for which permission has been granted by the owners to enter. The Contractor shall cut only such timber as may be necessary for the prosecution of the work. The Contractor shall not inflict damage upon land outside the contract area by unwarranted entry upon, passage through, or disposal of material on such land. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, lands or facilities outside the contract area. If such an agreement is made, it shall be in writing and a copy shall be furnished the Contracting Officer or his/her designated representative. The Contractor shall hold and save the Government, its officers, and agents free from liability of any nature or kind arising from any trespassing or damage occasioned by his operations.

(End of Clause)

1.31 COORDINATION WITH JOHN H. KERR PROJECT OFFICE CONTRACTOR

The John H. Kerr Project Office has a service contract in-place for mowing and landscaping the Island Creek Dam and Pump Station area during the growing seasons. The John H. Kerr Project Office Contractor will need access to perform mowing and landscaping operations on the existing Island Creek Dam embankment and Pump Station areas on the Island Creek side on a regular basis. The Contractor shall coordinate the contract operations with the Contracting Officer or his/her designated representative and with John H. Kerr Project Office Contractor in the area as needed to avoid conflicts and delays. The Contractor shall allow access to the areas adjacent to the contract work when necessary for the John H. Kerr Project Office Contractor to perform the mowing and landscaping services.

1.32 RESPONSIBILITY FOR BORROW AREA ACCESS ROAD

Borrow pit location IS shown on the plans. The Contractor shall construct and maintain any access roads required to the pit and when directed by the Contracting Officer or his/her designated representative, obliterate same. No separate payments will be made for construction, maintenance or obliteration of any access roads to, or haul roads from, the pit. All cost shall be included in the applicable bid item for Island Creek Seepage Berm Repair of the Bid Schedule.

1.33 TEMPORARY ACCESS ROADS AND CONSTRUCTION ENTRANCES

The Contractor shall construct, maintain and remove all temporary construction entrances and temporary access roads necessary to access the work and staging areas not directly accessible using existing roads.

Temporary roads shall follow the contour of the natural terrain to the extent possible. Slopes should not exceed 10 percent. Grades should be sufficient to provide drainage but shall not exceed 4 percent. Roadbeds shall be at least 12 feet wide for one-way traffic and 20 feet wide for two-way traffic where space permits. All cuts and fills shall be 2:1 or flatter to the extent possible. Drainage ditches shall be provided as needed and shall be designed and constructed in accordance with Virginia ES&C Handbook, STORMWATER CONVEYANCE CHANNEL, Std. & Spec. 3.17. The roadbed shall be cleared of all vegetation, roots and other objectionable material. A 6-inch course of VDOT #1 Coarse Aggregate shall be applied immediately after grading or the completion of utility installation within the right-of-way. Geotextile may be applied to the roadbed for additional

SECTION 01 10 00.10 Page 17 stability. Design specifications for geotextile can be found within VDCR ESCH, Std. & Spec. 3.02, TEMPORARY STONE CONSTRUCTION ENTRANCE. In "heavy duty" traffic situations (see Table 3.02-A), stone shall be placed at an 8- to 10-inch depth to avoid excessive dissipation or maintenance needs.

Temporary construction entrances and temporary access roads shall be removed when no longer required. All disturbed areas shall be graded and seeded in accordance with SECTION 32 92 19 SEEDING.

1.34 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, electronic award contract plans and specifications via AMERDEC

SAFE.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer or his/her designated representative of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings;

and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings. For list of drawings see Section 00 01 15 LIST OF DRAWINGS.

(End of Clause)

PART 2 PRODUCTS

Not Used

SECTION 01 10 00.10 Page 18

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 10 00.10 Page 19

Attachment #1

115KV Electrical Overhead Transmission Line Permits, Easements, Profile

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Island Creek Seepage Berm Repair

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Sodding and Seeding

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Performance and Payment Bonds

1.1.4.1 Payment

1.1.4.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job 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, environmental protection, erosion and sediment control, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

job.

1.1.2 Island Creek Seepage Berm Repair

1.1.2.1 Payment

Payment will be made for all costs associated with constructing a complete and…