W912P5-14-R-0003TSpecsAm1Pgs.pdf

Auxiliary Dam Reinforcing Berm Center Hill Reservoir and Left Rim Stabilization DeKalb County, Tennessee of soil nails, rock anchors, wire mesh drapery, shotcrete, and rock fall fencing installed by a previous contractor. No separate payment will be made for sheeting and shoring necessary to produce a safe work environment. These are all considered incidental to Excavation for the Main Dam's Left Rim.

1.1.2.2.2 Measurement

At a minimum, pre and post construction surveys of cut areas shall be made under this contract. All measurements for payment will be based on the initial survey and additional surveys as specified in Section 31 23 05 EXCAVATION without regard to any changes that may occur during the execution of the work. All quantity computations for payment will be made using the comparison of the pre and post LiDAR surveys or other method approved by the COR. Final quantities will be measured by comparing the pre and post construction surveys. The Contracting Officer's Representative will make all decisions concerning classification of the excavated materials. Quantities will be measured to the nearest cubic yard.

1.1.2.2.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.1.2.3 Shotcrete Placement for Main Dam's Left Rim

The contract price shall constitute full compensation for furnishing all plant, labor, equipment, materials, and supplies, except as otherwise specified, and for performing all operations required for the completion of all work included as specified in Section 03 37 13 SHOTCRETE, shown on Drawing Q4-RCC-B-13, or directed by the Contracting Officer's Representative. All measurements for payment shall be made by or in the presence of the Contracting Officer's Representative.

1.1.2.3.1 Payment

Payment will be made for costs associated with shotcrete placement. All costs associated with satisfactory placement and curing of shotcrete shall be included and shall not be paid as separate items. Areas to be treated with shotcrete will be determined or approved by the Contracting Officer's Representative. Shotcrete placement for test panels is included in the paragraph 3.7.1 Strength Testing of Section 03 37 13 SHOTCRETE, and is considered incidental to "Shotcrete Placement for Main Dam's Left Rim".

Costs associated with laboratory strength testing of cores and sawed beams of shotcrete test panels shall be included in this payment and shall not be paid as separate items. Costs associated with materials and placement of drains shall be included in this payment and shall not be paid as separate items. Payment will be made under Line Item "Shotcrete Placement for Main Dam's Left Rim".

1.1.2.3.2 Measurement

Shotcrete placed will be measured for payment on the basis of shotcrete material sprayed through the nozzle onto the rock surface designated for treatment by the Contracting Officer's Representative. Measurement of shotcrete satisfactorily placed will be determined by the area sprayed to/or above the gauge pins. Thickness will be determined in accordance with Section 03 37 13, paragraph 3.3.2.1 Placement Control.

SECTION 01 22 00 Page 7 W912P5-14-R-0003 Amendment No. 0001

1.1.2.3.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.1.2.4 Reinforcement Bolts for Main Dam's Left Rim

1.1.2.4.1 Payment

Payment will be made for costs associated with furnishing and successfully installing bolts with bearing plate as specified in Section 31 68 13 REINFORCEMENT FOR SLOPE PROTECTION. Grout, centralizers, and other ancillary items used to install bolts are included in the payment for each bolt. No payment will be made for bolts which do not meet the acceptance criteria.

1.1.2.4.2 Measurement

Reinforcement bolts will be measured for payment to the nearest foot, based upon the total linear feet of bolt successfully installed, measured from the end of the bolt to the top of the tightened hex nut at the bolt head, in accordance with the specifications. The COR shall be onsite to verify bolt measurement for payment. The Contractor shall notify the COR a minimum of 48 hours in advance of measurements.

1.1.2.4.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.3 Excavation - Reinforcing Berm

1.1.3.1 Subsurface Drilling, Sampling, and Testing

Payment will be made for subsurface drilling, sampling, and testing as specified in Section 02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING.

All measurements for payment shall be made by or in the presence of the Contracting Officer. The Contractor shall preserve all holes in good condition until final measurement and until the records and samples have been examined and accepted. Payment will be made only for drilling and pressure testing those holes that are included in the SCHEDULE OF DRILLING, SAMPLING, AND TESTING, or are directed by the Contracting Officer to be so drilled. Payment will not be made for any hole or testing for which satisfactory records (and samples), as determined by the Contracting Officer, are not furnished. Records must be submitted by the Contractor and approved by the Government prior to payment.

1.1.3.1.1 NQ Core Drilling, Vertical Holes

1.1.3.1.1.1 Payment

Payment will be made for costs associated with Core Drilling Vertical Holes for NQ Diameter Cores. As casing is expected to be minimal, it shall be considered incidental to drilling. (Core Boxes, sample jars and pressure testing are incidental to drilling.)

1.1.3.1.1.2 Measurement

Core Drilling Vertical Holes for NQ Diameter Cores will be measured for payment to the nearest foot, based upon the linear feet of hole actually

SECTION 01 22 00 Page 8 drilled in rock in accordance with the specifications. Payment will not be provided for additional drill footage beyond the designed depth of the hole as indicated on the contract drawings unless directed otherwise by the Government. Measurements less than five-tenths of a foot shall be rounded down, and measurements of five-tenths of a foot or greater shall be rounded up.

1.1.3.1.1.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.3.1.2 NQ Core Drilling, Angled Holes

1.1.3.1.2.1 Payment

Payment will be made for costs associated with Core Drilling Angled Holes for NQ Diameter Cores. As casing is expected to be minimal, it shall be considered incidental to drilling. Core Boxes, sample jars and pressure testing are incidental to drilling.

1.1.3.1.2.2 Measurement

Core Drilling Angled Holes for NQ Diameter Cores will be measured for payment to the nearest foot, based upon the linear feet of hole actually drilled in rock in accordance with the specifications. Payment will not be provided for additional drill footage beyond the designed depth of the hole as indicated on the contract drawings unless directed otherwise by the Government. Measurements less than five-tenths of a foot shall be rounded down, and measurements of five-tenths of a foot or greater shall be rounded up.

1.1.3.1.2.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.3.2 Overburden Excavation for the Reinforcing Berm

Payment will be made for overburden excavation for the Reinforcing Berm as specified in Section 31 23 05 EXCAVATION.

1.1.3.2.1 Payment

Payment for excavation will be made only for the volume of materials actually removed by the Contractor, and only for the material excavated within the excavation limits shown on the drawings or established in the field by the Contracting Officer's Representative. Payment for any given volume of excavation will not be made under more than one classification of excavation. Payment for overburden excavation shall be at the contract prices for "Overburden Excavation for the Reinforcing Berm."

Over-excavation and subsequent backfilling of excavations necessary through the fault or negligence of the Contractor shall be at no additional cost to the Government. No separate payment shall be made for dewatering, surveying, hoe-ramming, mucking, rock surface cleanups, sandbagging, sum of 10-days of geologic mapping, and surveying for determination of excavation quantities. No separate payment will be made for the excavation of overburden used as temporary fill for the convenience of the Contractor during the course of construction. No separate payment will be made for sheeting and shoring necessary to produce a safe work environment. These are considered incidental to Overburden Excavation for the Reinforcing Berm.

SECTION 01 22 00 Page 9

1.1.3.2.2 Measurement

At a minimum, pre and post construction surveys of cut areas shall be made under this contract. All measurements for payment will be based on the initial survey and additional surveys as specified in Section 31 23 05 EXCAVATION without regard to any changes that may occur during the execution of the work. All quantity computations for payment will be made using the comparison of the pre and post LiDAR surveys or other method approved by the COR. Final quantities will be measured by comparing the pre and post construction surveys. The Contracting Officer's Representative will make all decisions concerning classification of the excavated materials. Quantities will be measured to the nearest cubic yard.

1.1.3.2.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.1.3.3 Presplitting at Reinforcing Berm

1.1.3.3.1 Payment

Payment will be made for presplitting work satisfactorily completed as specified in Section 31 23 06 BLASTING. Payment shall be full compensation for furnishing all plant, equipment, labor, materials and supplies for drilling, blasting, and for performing all other necessary incidentals.

1.1.3.3.2 Measurement

Measurement for presplitting will be made by the square yard of vertical and sloped rock surfaces actually developed as the final face using the presplit method.

1.1.3.3.3 Unit of Measure

Unit of measure: Square Yard (SY)

1.1.3.4 Rock Excavation for Reinforcing Berm

Payment will be made for rock excavation for the RCC Berm as specified in Section 31 23 05 EXCAVATION.

1.1.3.4.1 Payment

Payment for excavation will be made only for the volume of materials actually removed by the Contractor, and only for the material excavated within the excavation limits shown on the drawings or established in the field by the Contracting Officer's Representative. Payment for any given volume of excavation will not be made under more than one classification of excavation. Payment for rock excavation shall be at the contract prices for "Rock Excavation for the Reinforcing Berm." Over-excavation and subsequent backfilling of excavations necessary through the fault or negligence of the Contractor shall be at no additional cost to the Government. Over-excavation on permanent slopes made by the Contractor without fault or negligence excluding the volume of the tolerance will be paid for at the contract unit price, "rock excavation for the Reinforcing Berm." No separate payment shall be made for dewatering, surveying, blasting, hoe-ramming, ripping, mucking, scaling, dressing and trimming, rock surface cleanups, sandbagging, sum of 10-days of geologic mapping, SECTION 01 22 00 Page 10 surveying for determination of excavation quantities and maintaining the excavation in a dewatered state. No separate payment will be made for the excavation of rock used as temporary fill for the convenience of the Contractor during the course of construction. No separate payment will be made for sheeting and shoring necessary to produce a safe work environment. These are considered incidental to Rock Excavation for the Reinforcing Berm.

1.1.3.4.2 Measurement

At a minimum, pre and post construction surveys of cut areas shall be made under this contract. All measurements for payment will be based on the initial survey and additional surveys as specified in Section 31 23 05 EXCAVATION without regard to any changes that may occur during the execution of the work. All quantity computations for payment will be made using the comparison of the pre and post LiDAR surveys or other method approved by the COR. Final quantities will be measured by comparing the pre and post construction surveys. The Contracting Officer's Representative will make all decisions concerning classification of the excavated materials. Quantities will be measured to the nearest cubic yard.

1.1.3.4.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.1.3.5 Shotcrete Placement for Reinforcing Berm

The contract price shall constitute full compensation for furnishing all plant, labor, equipment, materials, and supplies, except as otherwise specified, and for performing all operations required for the completion of all work included as specified in Section 03 37 13 SHOTCRETE, shown on Drawing Q4-RCC-B-13, or directed by the Contracting Officer's Representative. All measurements for payment shall be made by or in the presence of the Contracting Officer's Representative.

1.1.3.5.1 Payment

Payment will be made for costs associated with shotcrete placement. All costs associated with satisfactory placement and curing of shotcrete shall be included and shall not be paid as separate items. Areas to be treated with shotcrete will be determined or approved by the Contracting Officer's Representative. Shotcrete placement for test panels is included in the paragraph 3.7.1 Strength Testing of Section 03 37 13 SHOTCRETE, and is considered incidental to "Shotcrete Placement for Reinforcing Berm". Costs associated with laboratory strength testing of cores and sawed beams of shotcrete test panels shall be included in this payment and shall not be paid as separate items. Costs associated with materials and placement of drains shall be included in this payment and shall not be paid as separate items. Payment will be made under Line Item "Shotcrete Placement for Reinforcing Berm".

1.1.3.5.2 Measurement

Shotcrete placed will be measured for payment on the basis of shotcrete material sprayed through the nozzle onto the rock surface designated for treatment by the Contracting Officer's Representative. Measurement of shotcrete satisfactorily placed will be determined by the area sprayed to/or above the gauge pins. Thickness will be determined in accordance with Section 03 37 13, paragraph 3.3.2.1 Placement Control.

SECTION 01 22 00 Page 11

1.1.3.5.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.1.3.6 Reinforcement Bolts for Reinforcing Berm

1.1.3.6.1 Payment

Payment will be made for costs associated with furnishing and successfully installing bolts with bearing plate as specified in Section 31 68 13 REINFORCEMENT FOR SLOPE PROTECTION. Grout, centralizers, and other ancillary items used to install bolts are included in the payment for each bolt. No payment will be made for bolts which do not meet the acceptance criteria.

1.1.3.6.2 Measurement

Reinforcement bolts will be measured for payment to the nearest foot, based upon the total linear feet of bolt successfully installed, measured from the end of the bolt to the top of the tightened hex nut at the bolt head, in accordance with the specifications. The COR shall be onsite to verify bolt measurement for payment. The Contractor shall notify the COR a minimum of 48 hours in advance of measurements.

1.1.3.6.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.4 Foundation Preparation

1.1.4.1 Drilling and Grouting

a. Payment items for the work required in Section 31 32 23 DRILLING AND GROUTING are listed in the PRICE SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, conformance checks, environmental protection, safety requirements, calibrations, data collection, analysis, tests and reports, and for performing all work required for each of the payment items.

b. The Contractor should assume that the maximum hole depth will not exceed 25 feet into rock. Payment will not be made beyond 27 feet into concrete and rock unless otherwise directed by the Government.

c. Linear feet of drilling will be rounded to the nearest foot per hole.

Rounding by the COR will follow the rule-of-thumb where 1/2-Unit of Measure or greater is rounded up and anything less is rounded down.

1.1.4.1.1 Hole Drilling in Concrete and Rock

1.1.4.1.1.1 Payment

Payment will be made for costs associated with drilling NQ size grout holes in concrete and rock. Set up on the hole; care and disposal of drilling wastes;; clean-up of the site; backfilling holes with grout; and furnishing all equipment, labor, and supplies necessary for this item shall be incidental to the work. No separate payment will be made for supplemental

SECTION 01 22 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 55 26

MAINTENANCE AND CONTROL OF TRAFFIC

PART 1 GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.2.1 Standard Specifications(TDOT Std Specs)

1.2.2 Standard Drawings(TDOT Std Draws)

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.5 MEASUREMENT AND PAYMENT

1.5.1 Maintenance of Traffic (Haul and Access Roads)

PART 2 PRODUCTS

2.1 GENERAL

2.2 TEMPORARY CONCRETE BARRIER (SPECIAL)

2.2.1 Temporary Concrete Barrier

2.2.2 Concrete Bolster

2.2.3 PVC Pipe with Reflective Sheeting

PART 3 EXECUTION

3.1 GENERAL

3.2 TEMPORARY TRAFFIC CONTROL DEVICES

3.3 TRAFFIC CONTROL COORDINATOR

3.4 MAINTENANCE OF TRAFFIC (HAUL ROAD)

3.4.1 Work Adjacent to Haul Road

3.4.2 Scheduling and Coordination for Grade Crossing Construction

3.4.3 Traffic on Roadways

-- End of Section Table of Contents --

SECTION 01 55 26 Page 1

SECTION 01 55 26

MAINTENANCE AND CONTROL OF TRAFFIC

PART 1 GENERAL

1.1 DESCRIPTION

This work includes maintaining, controlling, and protecting vehicular and pedestrian traffic adjacent to and within the construction area through the use of temporary traffic control devices. Temporary traffic control devices are traffic control devices that will be removed when they are no longer required for traffic control. These traffic control devices remain the property of the Contractor. These items include but are not limited to Signs, Traffic Control Signals, Temporary Crash Cushions, and Temporary Concrete Median Barriers. All materials, equipment and workmanship shall meet the applicable portions of TDOT Std Specs, TDOT Std Draws, FHWA MUTCD, ATSSA Guidelines, and the contract documents.

1.2 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.

AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA)

ATSSA Guidelines Quality Guidelines for Work Zone Traffic Control Devices

ASTM INTERNATIONAL (ASTM)

ASTM D 1785 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

TENNESSEE DEPARTMENT OF TRANSPORTATION (TDOT)

TDOT Std Specs (2006) Standard Specifications for Road and Bridge Construction, including subsequent Supplementals to date

TDOT Std Draws (2014) Roadway Design Standard Drawings

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

FHWA MUTCD (2009) Manual on Uniform Traffic Control Devices

1.2.1 Standard Specifications(TDOT Std Specs)

Where specified, all materials, equipment and workmanship shall be in accordance with the applicable portions of TDOT Std Specs. The words listed below are to be substituted in TDOT Std Specs as indicated:

SECTION 01 55 26 Page 2

State to Government Department to Corps of Engineers Bureau to Corps of Engineers Commissioner to Contracting Officer Engineer to Contracting Officer

Measurement and payment provisions contained in the Standard Specifications shall be considered non-applicable to this contract with the exception of specific references to specific provisions. Likewise, no contract administration provisions contained in the Standard Specifications apply to this contract. In general, only the technical provisions associated with a Standard Specification reference will apply. The contract clauses, contract administration provisions, and measurement and payment provisions contained in these specifications and contract documents shall govern over any such provisions in the Standard Specifications.

1.2.2 Standard Drawings(TDOT Std Draws)

All work shall be as shown in the current editions of the applicable TDOT Std Draws, except as otherwise shown in the Contract Drawings.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Rockfall Hazards Mitigation Plan; G

Due to rockfall hazards, the work platform area in the left rim cut betweens stations 2+00 and 9+00 are currently off limits to any type of traffic. If the Contractor intends to access this area prior to the slopes being laid back and stabilized, a Rockfall Hazards Mitigation Plan shall be submitted for Government approval. This plan shall describe the means and methods that will used to remove or mitigate the rockfall hazards.

Traffic Control Plan; G

The Contractor shall submit a traffic control plan. The Contractor shall employ the services of a traffic engineer registered in the State of Tennessee to compile his traffic control plan. The Contractor and his engineer shall coordinate with the Tennessee Department of Transportation for their input and concurrence with the Contractor's traffic control submittal.

The Contractor's submittal must indicate concurrence of the traffic control plan by authorized officials of the TDOT.

The Contractor shall submit a separate traffic control plan for any haul roads proposed for the work contained herein. The Contractor and his engineer shall coordinate with the appropriate county highway department regarding developing a haul road intersecting with Highway 96.

SECTION 01 55 26 Page 3

TDOT Encroachment Permit

The Contractor shall apply for an encroachment permit from the Tennessee Department of Transportation for the following:

a. All work performed on all roads prior to construction.

b. Any proposed construction access off of any roadway prior to construction.

The encroachment permit(s) shall be submitted to the State of Tennessee 30 days prior to the beginning of work.

The Contractor shall submit a copy of the approved permit(s) to the Contracting Officer.

1.4 QUALITY CONTROL

Quality control is the sole responsibility of the Contractor. The Contractor shall comply with all QC provisions as directed in the applicable sections of the Standard Specifications.

1.5 MEASUREMENT AND PAYMENT

No separate measurement will be made for payment. Payment including cost of labor, materials, equipment and all work associated with the Maintenance and Control of Traffic in accordance with these specifications and applicable drawings for the duration of the contract will be incidental to "Miscellaneous Site Work" as delineated in Section 01 22 00 MEASUREMENT AND

PAYMENT.

Barricades, temporary concrete median barriers, delineators for the temporary concrete barriers incidental to the temporary concrete barrier wall, and crash cushion type VI-T will not be measured but will be incidental to "Miscellaneous Site Work" as delineated in Section 01 22 00

MEASUREMENT AND PAYMENT.

Temporary pavement striping will not be measured but will be incidental to "Miscellaneous Site Work" as delineated in Section 01 22 00 MEASUREMENT AND PAYMENT. Temporary pavement markers will be considered incidental to Temporary pavement striping. Maintenance and removal of temporary pavement striping and temporary pavement markers will be considered incidental.

Maintenance of all traffic control devices, including existing traffic control devices left in place from previous contracts, shall be the responsibility of the Contractor until project closeout, and the cost associated with maintaining traffic control devices, lane closures including long-term lane closures, relocation of temporary barrier wall and crash cushions, temporary Traffic Signs, the Signal System required at US 127, water required for Dust Control, overall mud control and measures used to minimize amount of mud on paved roads within the work areas, Traffic Control Coordinator, and all Flaggers shall not be measured but will be incidental to "Miscellaneous Site Work" as delineated in Section 01 22 00

MEASUREMENT AND PAYMENT.

1.5.1 Maintenance of Traffic (Haul and Access Roads)

Payment for maintenance of traffic (haul and access roads) shall not be measured separately but will be incidental to "Miscellaneous Site Work" as delineated in Section 01 22 00 MEASUREMENT AND PAYMENT. This price shall

SECTION 01 55 26 Page 4 be full compensation for furnishing, maintaining, relocating, and removing temporary control devices for the Haul Road.

PART 2 PRODUCTS

2.1 GENERAL

Materials shall conform to the TDOT Std Draws, the FHWA MUTCD, and Subsection 712.02 of the TDOT Std Specs.

2.2 TEMPORARY CONCRETE BARRIER (SPECIAL)

2.2.1 Temporary Concrete Barrier

Temporary concrete barrier shall conform to applicable portions of the TDOT Std Specs and the details in the plans.

2.2.2 Concrete Bolster

Concrete bolsters shall be precast in accordance with applicable portions of the TDOT Std Specs and the details in the plans.

2.2.3 PVC Pipe with Reflective Sheeting

Pipe shall be of the size, schedule, and class specified on the drawings, conforming to ASTM D 1785, white in color and conform to applicable standards in the TDOT Std Specs.

PART 3 EXECUTION

3.1 GENERAL

All lane shifts shall be performed in accordance with applicable TDOT Std Draws and the Manual on Uniform Traffic Control Devices (FHWA MUTCD

Pavement edges that traffic is not expected to cross, except accidentally, shall be treated as follows:

If the drop off at the edge of pavement is less than 2 inches, no protection is required. Warning signs shall be placed in advance and throughout the drop off area

If the drop off at the edge of pavement is greater than 2 inches, positive separation or wedge with 3:1 of flatter slope needed. If there is 8 ft or more distance between the edge of the pavement and the drop off, drums, panels, or barricades may be used. If concrete barriers are used, delineators shall be used for overnight operations.

3.2 TEMPORARY TRAFFIC CONTROL DEVICES

Furnish, install, maintain and remove temporary traffic control devices in accordance with TDOT Std Draws, FHWA MUTCD and Section 712 of TDOT Std Specs.

Construction signs shall be placed in accordance with the TDOT Std Draws and the FHWA MUTCD. "Road Work Ahead" signs shall be located one half mile from any construction entrance in both directions. "Trucks Entering and Leaving Highway" signs shall be located prior to any proposed construction access. The Contracting Officer shall have final approval on the location

SECTION 01 55 26 Page 5 of all signs. "Road Work Ahead" and "Trucks Entering and Leaving Highway" signs shall be installed at the beginning of construction and remain in place throughout the duration of the project.

3.3 TRAFFIC CONTROL COORDINATOR

The Contractor shall designate an employee to be the traffic control coordinator in accordance with Subsection 712.04 of the TDOT Std Specs.

3.4 MAINTENANCE OF TRAFFIC (HAUL ROAD)

3.4.1 Work Adjacent to Haul Road

Work zones within 20 ft of edge of lane that is open to public traffic shall be separated from the traffic by temporary concrete barrier (special).

3.4.2 Scheduling and Coordination for Grade Crossing Construction

Scheduling and coordination for grade crossing construction shall be in accordance with Section 01 00 00 GENERAL REQUIREMENTS.

3.4.3 Traffic on Roadways

The Contractor shall not hinder traffic on roadways, except as permitted on the Traffic Control Plan.

-- End of Section --

SECTION 01 55 26 Page 6

Measurement and payment provisions contained in the Standard Specifications shall be considered non-applicable to this contract with the exception of specific references to specific provisions. Likewise, no contract administration provisions contained in the Standard Specifications apply to this contract. In general, only the technical provisions associated with a Standard Specification reference will apply. The contract clauses, contract administration provisions, and measurement and payment provisions contained in these specifications and contract documents shall govern over any such provisions in the Standard Specifications.

1.3 PROTECTION OF EXISTING FACILITIES

Project features include the concrete, embankment and related portions of the saddle dam and fuse plug. It also includes existing recreational campground facilities, maintenance shops and boat ramp access. Entry into the property exists on Highway 96 and along the lower portion of the state park entrance. The Corps of Engineers drawings depicts the dam and all surrounding facilities but may or may not reflect all existing conditions and or utilities within the project area. All existing facilities shall be protected during construction at all times. The Contractor shall complete the various features of work in a manner that provides neatness and as little disturbance as possible. The work being performed has national media attention and should be kept as neat as possible. Pre-construction photographs of facilities prior to improvements and after each new improvement is installed is required. Any structure damaged due to negligence of the Contractor shall be repaired by the Contractor to the original condition or better at no expense to the Government. The photographs required by this paragraph will be the basis of decisions made concerning the damage and repair of items impacted by construction.

Preconstruction photographs of facilities prior to improvements and after each new improvement is installed are required.

1.3.1 Utilities, Fencing and Adjacent Properties

The Contractor shall make a practice of consulting the Contracting Officer or representative regarding any structure that is in question that may impact the dam or on-site utilities. The Contractor shall note the locations of any fencing, buried lines, buried pipes, drain pipes, buried or overhead lines, light poles and power lines prior to commencement of work. If these lines are to be effected by construction, the Contractor will be responsible for any coordination with and payment of the public utilities for temporary relocation or damage. Clearances of construction equipment shall be established by the Contractor performing the work.

1.4 SURVEYS

1.4.1 Initial Survey

An initial survey will be required of the site to include existing contours and site layout prior to excavation, blasting, demolition, etc. Features to be included are the existing fuse plug, saddle dam (surface elevation of the concrete panels), and contractor laydown area(s) including existing haul roads. No work will be allowed to begin before this survey is performed, reviewed, and approved by the COR for RCC excavation & construction to begin. Survey shall be performed by LiDAR or other method approved by COR.

1.4.2 Final Survey

A final survey will be required to include final grading of the completed site above, below, and along the sides of the RCC structure (to include

SECTION 31 00 00 Page 5 aprons, side slopes, drainage features), all haul roads, and all utilities incorporated into the final site layout. Final survey shall show contours of drainage features, site grading (to include tie in to existing contours in areas not disturbed as part of this work). Survey shall be performed by LiDAR or other method approved by COR.

1.5 MEASUREMENT AND PAYMENT

Measurement and payment shall be made as specified in Section 01 22 00

MEASUREMENT AND PAYMENT.

1.6 DEFINITIONS

1.6.1 Satisfactory Materials

In general, satisfactory materials shall comprise any materials classified by ASTM D2487 as GC, GP-GC, GM-GC, SW, SP, SM, SW-SM, SC, SW-SC, SP-SM, SP-SC, CL, ML, CL-ML, CH, MH, but the materials must be suitable for the intended use. Satisfactory materials intended for fill must meet the respective requirements for Engineered Rock Fill, Graded Solid Rock Fill, and Common Fill.

1.6.2 Unsatisfactory Materials

Materials which do not comply with the requirements for satisfactory materials are unsatisfactory. Unsatisfactory materials also include man-made fills; trash; refuse; and material classified as satisfactory which contains root and other organic matter or frozen material. The Contracting Officer shall be notified of any contaminated materials.

1.6.3 Cohesionless and Cohesive Materials

Cohesionless materials include materials classified in ASTM D2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesionless only when the fines are nonplastic. Testing required for classifying materials shall be in accordance with ASTM D4318, ASTM C136, ASTM D422, and ASTM D1140.

1.6.4 Degree of Compaction

Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D698 abbreviated as a percent of laboratory maximum density for cohesive materials. For cohesionless materials, refer to ASTM D4253.

1.6.5 Engineered Rock Fill

The Engineered Rock Fill shall comprise of appropriately sized and graded rock. The Engineered Rock Fill shall comprise of the rock fill placed in the void between the RCC Berm and the existing Saddle Dam. The Engineered Rock Fill shall consist of rock excavated on site which includes the Stabilizing Berm footprint excavation and Left Rim Stabilization.

1.6.6 Graded Solid Rock Fill

The Graded Solid Rock Fill shall comprise of appropriately sized and graded rock. The Graded Solid Rock Fill shall comprise of the rock fill placed in the following locations, but not limited to sinkhole repair, left rim slope

SECTION 31 00 00 Page 6

3.13 SLIDES

In the event that slides occur along or in the excavated rock slopes during the construction period, or after construction but before final acceptance by the Contracting Officer's Representative, the Contractor shall remove and dispose of the slide material, and shall excavate and dispose of such additional material as the Contracting Officer's Representative may determine is necessary to leave the slope(s) in a neat and stable condition. No additional payment will be made for such excavation unless the Contracting Officer's Representative determines that the slide was caused by conditions beyond the reasonable control of the Contractor. In the event that the Contracting Officer's Representative determines that the slide was caused by conditions which were beyond the reasonable control of the Contractor, then payment will be made at the unit prices for the classes of excavation which the Contracting Officer's Representative determines to be appropriate.

3.14 SURVEY

The Contractor shall have a Licensed Land Surveyor conduct surveys for the purpose of calculating all excavation quantities. At a minimum, pre and post construction surveys of both cut and fill areas shall be made under this contract. If progress payments are requested then a survey shall be performed to determine quantities for payment. Survey shall be performed by LiDAR or other method approved by COR. As minimum requirements for an individual survey, four temporary bench marks shall be established at the top "corners" of the area to be excavated. The top of rock, each elevation that a bench is established, and the area of each final grade excavation shall be surveyed. Copies of each survey, not later than 10-days after conducted, shall be provided to the Contracting Officer's Representative.

These surveys shall be provided to the Contracting Officer in a georeferenced, three-dimensional Microstation file(s) and cross sections at 50 ft intervals for the excavation and disposal sites shall be submitted in pdf format. A final, as built survey of the excavation shall be provided no more than 10-days after final excavation of the foundation has been approved.

Surveys shall be referenced to and temporary benchmarks shall be located by Primary grid - Tennessee State Plane Coordinate System, (NAD 1983, feet) and station and offset referenced to the axis of the RCC berm or the baseline established for the left rim, and vertical control based on NAVD (1988).

3.15 FOUNDATION PREPARATION

The final grade for the RCC berm foundation as shown in the drawings or determined by the Contracting Officer's Representative shall require preparation. This preparation shall consist two phases; Preliminary (which may be repeated several times) and Final, see Section 31 60 00 FOUNDATION

PREPARATION.

3.16 DENTAL CONCRETE AND MORTAR

Unsuitable geologic conditions at the final excavation grade shall be excavated, cleaned, and filled with dental concrete or dental mortar as directed by the Contracting Officer's Representative, see Section 31 60 00

FOUNDATION PREPARATION.

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