Attachment 002 Project Manual.pdf

Project Manual for Phase 2 Cell 3 Construction

Hall County Candler Road Landfill, Hall County, Georgia

Project No. 152292

Hall County Candler Road Landfill Cell Construction #024-44

Rev. No. 0

Issued For Bid

AUGUST 2023

Attachment #002 Project Manual

Burns & McDonnell 4004 Summit Blvd NE, Suite 1200 Atlanta, GA 303119 Phone: 770-587-4776

Burns & McDonnell: Making our clients successful for more than 100 years

00 01 07 -1

00 01 07 INDEX CERTIFICATION PAGE AUGUST 2023

SECTION 00 01 07 – SEALS PAGE

PROJECT CERTIFICATION – CIVIL ENGINEER

I hereby certify that these Drawings and/or Specifications have been prepared by me, or under my supervision.

SPECIFICATIONS:

Section 00 00 01 – Cover Page

Section 00 01 10 – Table of Contents

Section 01 11 00 – Summary of Work

Section 01 31 00 – Project Meetings, Schedules, and Reports

Section 01 33 00 – Submittals

Section 01 35 28 – Safety and Emergency Response

Section 01 40 00 – Quality Requirements

Section 01 42 00 – Definitions and Standards

Section 01 51 00 – Temporary Utilities and Facilities

Section 01 57 00 – Temporary Barriers and Controls

Section 01 60 00 – Equipment and Materials

Section 01 71 23 – Construction Layout & Surveying

Section 01 78 00 – Contract Closeout

Section 01 78 36 – Warranties

Section 02 66 13 – Geotextile

Section 02 66 17 – Geomembrane

Section 02 66 18 – Leak Location Survey

Section 02 66 19 – Geosynthetic Clay Liner

Section 02 66 25 – HDPE Pipe

Section 03 10 00 – Concrete Formwork

Section 03 20 00 – Concrete Reinforcement

Section 03 30 00 – Concrete

Section 31 10 00 – Site Clearing

Section 31 20 00 – Earthwork

Section 31 23 13 – Subgrade Preparation

Section 32 92 00 – Seeding and Sodding

_____________________________ August 28, 2023

Bryan Weldon P.E. Date

SECTION 00 01 07 – SEALS PAGE: continued

00 01 07 -2

00 01 07 INDEX CERTIFICATION PAGE AUGUST 2023

PROJECT CERTIFICATION – ELECTRICAL ENGINEER

I hereby certify that these Drawings and/or Specifications have been prepared by me, or under my supervision.

SPECIFICATIONS:

Section 26 00 00 – General Requirements

Section 26 05 19 – Low-Voltage Electrical Power Conduction and Cables

Section 26 05 06 – Grounding

Section 26 05 29 – Supporting Devices and Seals

Section 26 05 34 – Conduit, Fittings and Accessories

Section 26 05 53 – Electrical Identification

Section 26 08 00 – Field Testing

Section 26 24 16 – Panelboards, Small XFRMRs and Mini-Load Centers

Section 26 28 16 – Circuit and Motor Disconnect Switch

Section 26 50 00 – Receptacles

_____________________________ August 28, 2023

Brian Brandt P.E. Date

END OF DOCUMENT 00 01 07

08/28/2023

00 01 10 TABLE OF CONTENTS.DOCX 00 01 10 - 1 AUGUST 2023

HALL COUNTY

PHASE 2 CELL 3 CONSTRUCTION

PROJECT NO. 152292

TABLE OF CONTENTS

COMMERCIAL DOCUMENTS

Section 00 00 01 – Cover Page

Section 00 01 07 – Seals Page

Section 00 01 10 – Table of Contents

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 11 00 – Summary of Work

Section 01 31 00 – Project Meetings, Schedules, and Reports

Section 01 33 00 – Submittals

Section 01 35 28 – Safety and Emergency Response

Section 01 40 00 – Quality Requirements

Section 01 42 00 – Definitions and Standards

Section 01 51 00 – Temporary Utilities and Facilities

Section 01 57 00 – Temporary Barriers and Controls

Section 01 60 00 – Equipment and Materials

Section 01 71 23 – Construction Layout & Surveying

Section 01 78 00 – Contract Closeout

Section 01 78 36 – Warranties

DIVISION 02 – EXISTING CONDITIONS

Section 02 66 13 – Geotextile

Section 02 66 17 – Geomembrane

Section 02 66 18 – Leak Location Survey

Section 02 66 19 – Geosynthetic Clay Liner

Section 02 66 25 – HDPE Pipe

DIVISION 03 – CONCRETE

Section 03 10 00 – Concrete Formwork

Section 03 20 00 – Concrete Reinforcement

Section 03 30 00 – Concrete

DIVISION 26 – ELECTRICAL

Section 26 00 00 – General Requirements

Section 26 05 19 – Low-Voltage Electrical Power Conduction and Cables

Section 26 05 06 – Grounding

Section 26 05 29 – Supporting Devices and Seals

Section 26 05 34 – Conduit, Fittings and Accessories

Section 26 05 53 – Electrical Identification

Section 26 08 00 – Field Testing

Section 26 24 16 – Panelboards, Small XFRMRs and Mini-Load Centers

Section 26 28 16 – Circuit and Motor Disconnect Switch

Section 26 50 00 – Receptacles

SECTION 00 01 10 – TABLE OF CONTENTS: continued

00 01 10 TABLE OF CONTENTS 00 01 10 - 2 AUGUST 2023

DIVISION 31 – EARTHWORK

Section 31 10 00 – Site Clearing

Section 31 20 00 – Earthwork

Section 31 23 13 – Subgrade Preparation

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 92 00 – Seeding and Sodding

END OF TABLE OF CONTENTS 00 01 10

01 11 00 - 1

01 11 00 SUMMARY OF WORK AUGUST 2023

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section summarizes the Work covered in detail in the complete Contract Documents.

B. Owner: Hall County is contracting for Work described in the Contract Documents.

1. Contract Identification: Hall County Candler Road Landfill Cell Construction.

2. Work Site Location: Hall County Candler Road Landfill – 1700 Oakbrook Dr, Gainesville, GA 30507.

C. Engineer: The Contract Documents were prepared by Burns & McDonnell Engineering

Company, Inc., 4004 Summit Blvd NE, Suite 1200, Atlanta, GA 30319.

1.02 PROJECT DESCRIPTION:

A. Work Covered by Contract Documents:

1. The work by the Contractor includes but is not limited to, furnishing and paying for all materials, labor, transportation, and services necessary to complete the following:

G-1 Mobilization

G-1 Mobilization shall inlude all costs associated with:

Contractor’s mobilization to and demobilization from the site including all health and safety related costs; temporary barriers, temporary controls, temporary utilities, temporary haul roads, temporary field offices, and other structures required for office and storage space required by the Contractor; attending all of Engineer and Owner required meetings and submitting all required submittals, insurance, bonds, all items not specified below but required under the Contract Documents, and all other incidental and associated costs required to complete the work of G-1 Mobilization. Payment for item G-1 shall be made on a lump sum basis.

G-2 Erosion and Sediment Control

G-2 Erosion and Sediment Control shall inlude all costs associated with:

Construction, installation, and application of all BMPs in accordance with the project

E&SC Plan. Erosion and sediment controls shall include cost for installation and maintenance of silt fence, seeding and mulching of distrubed areas dust control, litter control and check dams, temporary storage ponds and associated best management practices, associated hardware and appurtenances, all items not specified above but required under the Contract Documents, and all other incidental and associated costs required to complete the work of G-2 Erosion and Sediment Control. Payment for item G-

2 shall be made on a lump sum basis.

G-3 Clearing and Grubbing

G-3 Clearing and grubbing shall include all costs associated with:

All trees not marked for preservation and all snags, logs, brush, stumps, shrubs, rubbish, and similar materials shall be cleared from within the limits of the designated areas.

Unless otherwise specified, all stumps, roots, and root clusters that have a diameter of 1

SECTION 01 11 00 - SUMMARY OF WORK: continued

01 11 00 - 2 inch or larger shall be grubbed out, all items not specified above but required under the

Contract Documents, and all other incidental and associated costs required to complete the work. Payment for item G-3 shall be made on a lump sum basis.

G-4 Excavation of Material from Cell 3 Footprint for Placement and Grading in

Stockpile in Future Cell 5 and Stockpile B

G-4 Excavation of materail from Cell 3 footprint and placement for grading in stockpile shall include all costs associated with:

Soil excavation that is removed from future Cell 3 landfill footprint and hauled to future

Cell 5 or Stockpile B for placement as compacted fill to establish future Cell 5 grades or expand the public drop off storage area. Payment shall be made for the excavation, hauling, placement, compacting and grading of the fill material within the future Cell 5 footprint and Stockpoile B. Contractor shall survey the Existing Conditions (which includes the future Cell 5 footprint and public drop off area) and the grades after placement of material in the future Cell 5 footprint and public drop off area. Placed material shall not include waste rock material. G-4 shall also include all items not specified above but required under the Contract Documents, including but not limited to dust control and all other incidental and associated costs required to complete the work.

Payment for item G-4 shall be made on a lump sum basis.

G-5 Excavation of Material from Cell 3 Footprint for Stockpile A, Phase 1 and Future

Cell 4 Footprint

G-5 Excavation of Material from Cell 3 Footprint for Stockpile A, Phase 1 and Future Cell 4

Footprint shall include all costs associated with:

Soil excavation that is removed from future Cell 3 landfill footprint and hauled to future

Cell 4 or Stockpile A. Material shall be stockpiled without compaction or grading.

Payment shall be made for the excavation, hauling, placement, material within the future

Cell 5 footprint and Stockpoile B. Topsoil excavated as part of the work shall be placed on Phase 1 for the Owner to use as topsoil on the inactive Phase 1 landfill cell. Placed material shall not include waste rock material. G-5 shall also include all items not specified above but required under the Contract Documents, including but not limited to dust control and all other incidental and associated costs required to complete the work.

Payment for item G-5 shall be made on a lump sum basis.

G-6 Contingency for Rock Hammering

G-6 Contingency for rock hammering shall include all costs associated with:

Costs associated with rock hammering, removal and stockpiling on Site rock material exposed as part of excavation of Cell 3. Cost shall include hammering, scraping, removing, transport, and stockpile of rock material on site. Rock material deemed unsuitable for crushing or screening shall be removed from site as waste material. Extent of rock shall be measured by taking a survey of top of rock after soil has been removed from Cell 3. An additional survey shall be conducted after design grades have been reached to determine the extent of rock removed. Contractor to assume a cubic yard volume of 10,000 CY of rock encountered and provide a cost for lump sum payment.

Actual costs for rock removal to be adjusted as per the unit rate and survey provided.

G-7 Supply and Installation of Underdrain

G-7 Supply and installation of underdrain shall include all costs associated

01 11 00 - 3 with:

HDPE pipe, bends, reducers, couplings, welding as specified in Contract Documents, valves, lids, excavation, shoring, dewatering, backfilling, compaction, pipe bedding material, fittings, testing, bentonite blocks, all items not specified above but required under the Contract Documents and all other incidental and associated costs required to complete the work of G-7 supply and installation of underdrain. Costs associated with any traffic management, detours, signage or road maintenance shall be included under this item. Payment for Item G-7 shall be made on a lump sum basis.

G-8 Construction of Recompacted Soil Liner

G-8 Construction of recompacted soil liner shall include all costs associated with: subgrade prepration, excavating, transporting, placing, compacting all recompacted soil as indicated in the Contract Documents; all items not specified above but required under the Contract Documents, and all other incidental and associated costs required to complete the work. Payment for item G-8 shall be made on a lump sum basis.

G-9 Supply and Install of GCL

G-9 Supply and install of GCL shall include all costs associated with:

Installation, testing, construction quality assurance and control, construction of liner termination of GCL, associated hardware and appurtenances, scrap material all items not specified above but required under the Contract Documents, and all other incidental and associated costs required to complete the work. Payment shall be lump sum based on area of installation from 3D surface of design grading within the limits of liner as shown on the contract drawings.

G-10 Supply and Installation of HDPE Geomembrane

G-10 Supply and installation of HDPE geomembrane shall include all costs associated with:

Supply, installation, testing, construction quality assurance and control of 60-mil textured

High Density Polyethelene (HDPE) liner to the liner termination trench, associated hardware and appurtenances, scrap material all items not specified above but required under the Contract Documents, and all other incidental and associated costs required to complete the work. Payment shall be lump sum based on area of installation from 3D surface of design grading within the limits of liner as shown on the contract drawings.

G-11 Supply and Installation of Leachate Collection Layer

G-11 Supply and Installation of Leachate Collection Layer shall include all costs associated with:

Supply, transport, placement, grading, testing, and all items not specified above, all other incidental and associcated costs required under Contract Documents to install the leachate collection layer. Payment for Item G-11 shall be on a lump sum basis.

G-12 Supply and Installation of HDPE Leachate Collection Pipework

G-12 Supply and Installation of HDPE Leachate Collection Pipework shall include all costs associated with:

Supply, fabrication, installation, testing, construction quality assurance, and control of the sump, HDPE collection pipework, sideslope riser and cleanout pipe, elbows, bends, geotextile, drainage aggregate and all other incidental and associated costs required to complete the work of G-12. Payment for this item shall be on a lump sum basis.

01 11 00 - 4

G-13 Supply and Installation of HDPE Leachate Forcemain and Manholes

G-13 Supply and Installation of HDPE Leachate Forcemain and Manholes shall include all costs associated with:

HDPE pipe, bends, reducers, couplings, welding as specified in Contract Documents, valves, lids, HDPE manholes, coordination with road construction, excavation, shoring, dewatering, backfilling, compaction, pipe bedding material, fittings, testing, thrust blocking, concrete encasing, all items not specified above but required under the Contract

Documents and all other incidental and associated costs required to complete the work of

G-13 Leachate Force Main. Costs associated with any traffic management, detours, signage or road maintenance shall be included under this item. Payment for Item G-13 shall be made on a lump sum basis.

G-14 Construct Concrete Stormwater Channel

G-14 Construct Concrete Stormwater Channel shall include all costs associated with:

Grading, shoring, dewatering, concrete stormwater impact basins, supply, install, grading, vibration, protecting, and all item not specified above but required under the Contract

Documents, and all other incidental and associated costs required to complete the work.

Payment for item G-14 shall be made on a lump sum basis.

G-15 Stormwater Management

G-15 Stormwater Management shall include all costs associated with:

Construction, installation, testing, construction quality assurance, and control of reinforced concrete pipe, turf reinforcement matting, stormwater conveyance structures, flared end sections, geotextile for underlayment, rip rap for stormwater applications, all necessary fittings, sealents, hardware, conenctions and appurtenances, all items no specified above but required under the Contract Documents and all other incidental and associated costs required to complete stormwater management work. Payment for G-15 shall be made on a lump sum basis.

G-16 Construction of Cell 3 Haul Road

G-16 Construction of Cell 3 haul road shall include all costs associated with:

Subgrade preparation, supply and install of geotextile, road base, compacting, grading and quality control testing materials as indicated in the Contract Documents; all items not specified above but required under the Contract Documents, and all other incidental and associated costs required to complete the work. Payment for item G-16 shall be made on a lump sum basis.

G-17 Supply and Install New Litter Fence

G-17 Supply and install new litter fence shall include all costs associated with:

Supply, excavating, transporting, installing, all items not specified above but required under the Contract Drawings, and all other incidental and associated costs required to complete the work. Payment for item G-17 shall be made on a lump sum basis.

G-18 Install 7 New Groundwater Wells and 3 New Gas Migration Probes

G-18 Install 7 new groundwater wells and 3 new gas migration probes shall include all costs associated with:

Drilling to depths shown on the contract drawings, well casing, well piping, bentonite, filter pack, cement, pea gravel, point marker, removing spoils, developing wells, placing

01 11 00 - 5 bollards, grading concrete well apron and all other incidental and associated costs required to complete the work. Payment for item G-18 shall be on a lump sum basis.

E-1 Supply and Install Conduit for Low and Medium Voltage Conductors

E-1 Supply and Install Conduit for Low and Medium Voltage Conductors shall include all costs associated with:

Excavation, supply and install of all conduit, backfill, concrete, reinforcement, coordination with electrical utility for service, meter, pull boxes, and other miscellaneous items as may be necessary to complete operational electrical and control facilities shall be included under E-1. Payment for item shall be on a lump sum basis.

E-2 Supply and Install New Pump and Controls for Cell 3 Sumps 1 and 2

E-2 Supply and install new pump and controls for Cell 3 sumps 1 and 2 shall include all costs associated with:

Power panel, junction boxes, switches, connection of system electrical components to new pump, pump cables, piping and brackets, anchor bolts, valves, expansion sleeves, surge protection, power monitor, motor starter, transducers, programming, and all other miscellaneous items as may be necessary for complete operational electrical and control facilties. Payment for Item E-2 shall be on a pump sum basis.

1.03 WORK BY OTHERS:

A. Owner will continue to operate the Landfill located immediately west of Phase II Cell 3

(known as Phase II Cell 2) during the entire construction period. In addition, the following facilities are operational with public or commercial areas:

1. Scale House;

2. Office;

3. Residential drop-off area immediately adjacent to the scale;

4. Leachate facilities immediately northwest of Phase I;

5. Daily cover haul roads; and

B. The site is open Monday through Friday from 8 a.m. to 4 p.m. and Saturdays from 8 a.m. to 2 p.m. The site is closed on Sunday and major holidays.

C. Contractor is required to coordinate all construction work with the Owner’s operations, and to ensure day-to-day operation of Owner’s facilities is not impeded.

1.04 CONTRACTOR'S USE OF PREMISES:

A. Limited Use:

1. Owner and Operator occupancy

2. Work by Owner and Operator

3. Use of site and premises by public

B. Contractor shall limit operations to the areas identified on the Contract Drawings. Contractor shall consult with Owner/Operator prior to using any other part of the site for construction observations.

C. Normal working hours will be 6 a.m. to 6 p.m. weekdays. The Contractor may work extended hours and/or work 7 days a week with the Owner’s written approval.

D. Contractor shall be responsible for locking gate and preventing the public from entering the site after hours. Owner will provide key of access to site. In the event that the gate is left unlocked by the Contractor while not on site, the Owner will assess the Contractor fines in the amount of

$1,000 per occurrence.

01 11 00 - 6

E. The responsibility for protection and safekeeping of equipment and materials on or near the site will be entirely that of the Contractor. No claim shall be made against the Owner/Operator for any reason of any act of any employee or trespasser. It shall be understood that should any occasion arise necessitating use by the Owner/Operator of sites occupied by stored materials and equipment, the Contractor shall immediately move the same.

1.05 OWNER'S USE OF PREMISES:

A. Full Owner Occupancy: The Owner and the Operator will occupy the Site and existing building during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner, Operator, and public usage. Perform the

Work so as not to interfere with Owner/Operator operations.

B. The Owner or Owner’s agent shall operate the facilities after Substantial Completion.

1.06 WORK SEQUENCE:

A. The Owner and Engineer consider the Contractor’s schedule and construction sequencing to be paramount for this project to ensure that the Work is properly planned, coordinated, and executed in accordance with the Contract Documents, and that the Owner’s needs are maintained.

B. Coordinate schedule and operations with Owner and Engineer.

C. Contractor shall submit progress schedule under provisions of SECTION 01 32 10.

1.07 OWNER-FURNISHED EQUIPMENT AND MATERIALS:

A. The Owner will furnish the following materials to be utilized for this work:

1. “Recompacted Soil and General Fill”. This material is available on-site. This soil is proposed for construction of the recompacted base liner and general grading and backfill.

Contractor shall be responsible for excavation, hauling, and placement of this material as specified in SECTION 31 20 00.

B. Contractor shall obtain approval from Engineer and Owner prior to using Owner provided material. See SECTION 31 20 00 for site restoration requirements. All other material and equipment shall be supplied by the Contractor. Contractor shall be responsible for moving, handling, excavation, hauling, and placement for all materials as specified in the relevant specification sections.

C. Site geologic and engineering information and data are available at the Landfill. Interpretation of the data shall be the sole responsibility of the Contractor.

1.08 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT:

A. Contractor shall be responsible for locating, acquiring, and performing borrow source testing for all off-site materials not mentioned above.

B. All gates, barricades, fences, handrails, guardrails, and security required by the Contract or by law and regulation.

C. Sanitary facilities adequate for all workers and complying with all codes and regulations.

Contractor shall maintain cleanliness of facility.

D. Shelter and drying facilities for workers if required by codes and regulations.

E. Guards, marks, shields, protective clothing, rain gear, and/or other equipment required by law, ordinance, labor contract, OSHA, and other regulations for the maintenance of health and safety.

F. First aid kits and equipment required by law and regulations.

01 11 00 - 7

1.09 SCHEDULE OF VALUES:

A. Submit typed schedule.

B. Submit Schedule of Values in duplicate within 10 days after Effective Date of Agreement.

C. Format: The bid form is the minimum items required for the Schedule of Values. Contractor may expand the number of items.

1.10 COPIES OF DOCUMENTS:

A. Furnished Copies: After execution of Agreement, Contractor will be furnished at no cost, a maximum of one (1) set of Contract Documents consisting of full-size Contract Drawings including revised Drawings (and schedules), three (3) sets of half-size Contract Drawings and the Project Manual, in addition to those used in execution of the Agreement.

B. Additional Copies: Additional copies of above documents will be supplied by Engineer upon request at printing and delivery cost.

1.11 LIST OF DRAWINGS (AND SCHEDULES):

A. Contract Drawings:

1. Each sheet of the Contract Drawings bears the following general title:

Cell 3 Construction

2. Individual sheet numbers and titles are as stated on index sheet under "Contract

Drawings".

1.12 CONTRACTOR’S WORK PROGRESS

A. If Contractor’s actual progress fails to meet that required for completion, Contractor shall increase its work force, equipment, and efforts as required to bring actual progress of the Work into the conformance with planned progress at no additional cost to Owner.

1.13 CONSTRUCTION AND BORROW AREA LIMITS

A. Contractor shall restrict Contractor’s operations and storage of materials and equipment to within the construction limits shown on the Contract Drawings unless otherwise approved by

Owner. When limits are not shown on the Contract Drawings, Owner or Engineer will define the construction limits in the field when owner believes it is appropriate or upon the reasonable request of Contractor. Contractor shall restore all disturbed areas according to SECTION 32

92 00.

1.14 LINES AND GRADES

A. Owner will provide Contractor with only control point and bench mark information necessary for the construction of the Work. It is Contractor’s responsibility to protect the information.

The control points and bench marks are noted on the Contract Drawings. No further information will be provided by the Owner. The Contractor is responsible for establishing additional control for their use. In the event the alignment and grade information is destroyed by Contractor, Owner reserves the right to withhold from payments due to Contractor the reasonable costs involved in resupplying the information.

B. Contractor shall provide all construction survey and layout staking and quality control survey as described in SECTION 01 71 23. Contractor shall retain an independent registered land surveyor licensed in the State of Georgia to complete all construction survey and layout staking.

C. If Contractor covers pipe and appurtenances before the necessary Quality Control has been performed, Contractor, at Engineer Representative’s request, shall uncover, expose, or otherwise make available for observation, inspection, surveying or testing as Engineer’s

01 11 00 - 8

Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. Unless Contractor has given timely notice to Engineer’s

Representative of intent to cover work and Engineer’s Representative fails to act, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction.

D. If Contractor covers subgrade, low permeability layer, geomembrane or granular drainage layer before the necessary Quality Control has been performed, Contractor, at Engineer

Representative’s request, shall uncover, expose, or otherwise make available for observation, inspection, surveying or testing as Engineer’s Representative may require, that portion of the

Work in question, furnishing all necessary labor, material and equipment. Unless Contractor has given timely notice to Engineer’s Representative of intent to cover work and Engineer’s

Representative fails to act, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction.

1.15 STREETS AND HIGHWAYS

A. Contractor shall obtain any permits necessary to haul materials or equipment on public streets and highways. There may be specific restrictions on regional roads during the construction period.

B. Contractor shall be responsible for repair of all streets, highways, and private roads that are damaged by Contractor’s operations.

C. Contractor shall provide all traffic control warning devices and procedures required by Owner, Engineer, or other agency or governmental body with jurisdiction over adjacent roadways.

D. Contractor shall provide dust control as necessary at borrow sources, along haul routes, and at the Landfill to minimize public impact and to provide safe travel for others along haul routes.

E. Contractor shall clean all haul routes of materials which have spilled or tracked from

Contractor’s equipment. At the request of the Owner or Engineer, Contractor shall promptly sweep streets. If streets are not swept within 24 hours, the Owner shall hire a separate subcontractor to sweep the streets. The Contractor shall be responsible for all associated costs.

1.16 PROPERTY DAMAGE

A. Except where covered elsewhere in this Specification, and to the extent of Contractor’s liability, Contractor shall restore damaged property to a condition equal to or better than that existing before the damage was done, by repairing, rebuilding, or replacing it as directed, or

Contractor shall otherwise make good the damage in an acceptable manner. Contractor shall assume full responsibility for all damages to property of any character, resulting from any act, omission, neglect, or misconduct in the execution or non-execution of the Work.

PART 2 - PRODUCTS - NOT APPLICABLE.

PART 3 - EXECUTION – NOT APPLICABLE.

END OF SECTION 01 11 00

CELL 3 CONSTRUCTION 01 32 10 - 1 AUGUST 2023

SECTION 01 32 10 – PROJECT MEETINGS, SCHEDULES, AND REPORTS

PART 1 - GENERAL

1.01 SUMMARY:

A. Project Meetings:

1. Preliminary Conference.

2. Engineering Coordination Meetings.

B. Schedules and Reports:

1. Initial Coordination Submittals.

2. Work Progress Schedule.

3. Work Progress Reports.

4. Delivery Schedule.

1.02 RELATED REQUIREMENTS:

A. Submittals: SECTION 01 33 00.

B. Equipment and Materials: SECTION 01 60 00.

1.03 PROJECT MEETINGS:

A. Preliminary Conference:

1. Engineer will conduct a meeting within 20 days after the Effective Date of Procurement

Agreement, to review items stated in the agenda and to establish a working understanding between the parties as to their relationships during performance of the Work. The conference shall be attended by:

a. Contractor.

b. Representatives of principal Subcontractors and Suppliers.

c. Engineer.

d. Owner's representative(s).

2. Meeting Agenda:

a. Projected fabrication/construction schedules.

b. Project coordination.

c. Procedures and processing of:

(1) Substitutions.

(2) Submittals.

(3) Change Orders.

(4) Applications for Payment.

d. Procedures for testing.

3. Location of Meeting: [_______________________________________].

4. Reporting: Within three working days after the meeting, Engineer will prepare and distribute minutes of the meeting to each party represented.

B. Engineering Coordination Meetings:

1. Engineer will schedule and conduct a meeting at least bi-weekly for coordination during

Contractor's equipment engineering and design phase of the Work. Meetings shall be attended by:

a. Contractor representative(s) including engineering personnel.

b. Representatives of principal Subcontractors and Suppliers.

c. Engineer representative(s) including lead engineers.

d. Owner's representative(s).

2. Meeting Agenda:

a. Review the work activity and location for the month;

SECTION 01 32 10 – PROJECT MEETINGS, SCHEDULES, AND REPORTS: continued

CELL 3 CONSTRUCTION 01 32 10 - 2 AUGUST 2023

b. Discuss the Contractor’s and Installer’s personnel and equipment assignments for the month;

c. Review the previous month’s activities and accomplishments;

d. Review the work schedule;

e. Discuss possible problems;

f. Review any new test data; and,

g. Review data documentation requirements.

3. Location of Meetings: Virtually.

4. Reporting: Within three working days after the meeting Engineer will prepare and distribute minutes of the meetings to each party represented.

1.04 SCHEDULES AND REPORTS:

A. Initial Coordination Submittals: Within ten days after the Effective Date of Procurement

Agreement, Contractor shall submit to Engineer for review and acceptance:

1. A preliminary Work progress schedule.

2. A preliminary schedule of Submittals, as stated in Section 01 33 05.

3. Certification of insurance or copies of policies as specified in the Contract Documents

B. Work Progress Schedule:

1. After submittal of preliminary Work progress schedule, submit to Engineer a detailed

Work progress schedule within 30 days after the Effective Date of Procurement

Agreement. Base the schedule on the preliminary Work progress schedule and incorporate review comments and other feedback.

2. The schedule shall show the Work in a graphic format suitable for displaying scheduled and actual progress.

a. Prepare schedules as a horizontal bar chart with separate bar for each major portion of the Work or operation.

b. The schedule shall also show the Work broken down into major phases and key items with the dates Work is expected to begin and be completed. Sequence of listings shall be in the chronological order of the start of each item of Work.

c. Scale and spacing shall allow space for notations and revisions.

3. Provide sub-schedules to define critical portions of entire schedules.

4. Coordinate Work progress schedule with Work progress reports and delivery schedule.

5. Engineer will review and comment on Work progress schedule and, upon agreement between Engineer and Contractor on necessary changes:

a. Contractor shall print and distribute copies of the accepted schedule to Owner, Engineer, Suppliers, and other parties required to comply with scheduled dates.

6. Contractor shall not change the accepted Work progress schedule without prior concurrence of Engineer.

7. Submit to Engineer an updated schedule at least once monthly. Schedule shall show actual progress and any proposed changes in the schedule of remaining Work.

C. Work Progress Reports:

1. Submit monthly a report on actual Work progress. Weekly reports may be required should the Work fall behind the accepted schedule.

2. Work progress reports shall consist of marked copies of prints made from the accepted

Work progress schedule, and a narrative report which shall include but not be limited to the following:

a. A description of current and anticipated delaying factors, if any.

b. Impact of possible delaying factors.

c. Proposed corrective actions.

CELL 3 CONSTRUCTION 01 32 10 - 3 AUGUST 2023

3. A Work progress report shall accompany each application for partial payment. Work reported complete but not readily apparent to Engineer must be substantiated with supporting data.

4. Should operations fall behind accepted schedule to an extent that completion of Work within the Contract Time appears doubtful, Contractor shall, at no change in Contract

Price, take corrective action to get back on schedule.

D. Daily Construction Reports

1. The CQA will complete a Daily Summary Report of each day’s construction activities.

Each construction report will contain, at a minimum, the following information:

a. Date, project name, location and report preparer’s name;

b. The number and name of people on-site under the direction of the Preparer for conducting CQA tasks;

c. Time work starts and ends each construction work day. This information should also include any work stoppages due to inclement weather or insufficient equipment or personnel;

d. Summaries of any meetings held and actions recommended or taken;

e. Data on weather conditions including temperature, wind direction and speed, cloud cover, and any precipitation events;

f. Contractor's or Installer's work force, type of equipment in use, weight of compactor, and materials delivered to or removed from the job site;

g. Chronological description of work in progress including any notices to or requests from the Contractor and/or Installer;

h. Results or a clear reference to where the results can be found, for testing performed on-site by personnel under the direction of the Preparer;

i. Problem/Deficiency Identification and Corrective Action section to document field problems and non-conforming materials or work;

j. Samples, which were collected, marked, and sent to the outside testing laboratories.

these will be clearly indicated in the Daily Report by direct inclusion or by reference to the document containing such information. Likewise, reference should be included for any test data submitted by any of the outside testing laboratories;

k. An accurate record of communications with other CQA program parties, or any other outside companies, regulatory agencies, or consultants regarding the day's construction activities, and;

l. An accurate record of calibrations or standardizations performed on field testing equipment, including actions taken as a result of recalibrations. In addition, the results of other data recording, such as geomembrane barrel or wedge temperatures, will be kept in the Daily Log or will be adequately cross-referenced for each location.

E. Problem/Deficiency Identification and Corrective Action

1. Problem and/or Deficiency Identification and Correction Action will be documented in the Daily Construction Reports by the CQA monitors when any construction material or activity is observed or tested that does not meet the requirements set forth in this plan.

The documentation reports should be cross-referenced to the applicable forms, data sheets, checklists, and other reports that contain data or observations leading to the determination of a problem or deficiency. Problem/Deficiency Identification and

Correction Action documentation may include the following information.:

a. A description of the Problem or Deficiency, including reference to any supplemental data or observations responsible for determining the Problem or

Deficiency;

CELL 3 CONSTRUCTION 01 32 10 - 4 AUGUST 2023

b. Location of the Problem or Deficiency, including how and when the Problem or

Deficiency was discovered. In addition, an estimate of how long the Problem or

Deficiency has existed should be included;

c. An opinion as to the probable cause of the Problem or Deficiency;

d. A recommended corrective action for resolving the Problem or Deficiency. If the corrective action has already been implemented, the observations and documentation to show that the Problem or Deficiency has been resolved should be included. If the Problem or Deficiency has not been resolved by the end of the day upon which it was discovered, then the Report will clearly state that it is an unresolved Problem or Deficiency. If the Problem or Deficiency has not been resolved, the CQA manager, Engineer and the monitor will discuss the necessary corrective actions to resolve the Problem or Deficiency as soon as possible.

e. The Engineer, working with CQA managers, will determine if the Problem or

Deficiency is an indication of a situation that might require changes to the plans and/or the CQA program. If this situation develops, then a meeting will be held with the appropriate people to determine if revisions to the plans or CQA program should be made. Any revisions to the plans or the CQA program must be approved by the Owner/Operator, Engineer, and CQA manager based upon who has responsibility for the proposed revisions.

F. Construction Documentation Reports

1. At a minimum, the construction documentation report will contain the following information:

a. Documentation (as-built) set of drawings representing actual installation of each material (excavated grade, top of liner, and top of protective cover) as it relates to the plan views and individual details;

b. Documentation (as-built) set of drawings representing actual installation of leachate collection lines, liner penetrations, anchor trenches, and tie-ins (horizontal and vertical locations) as it relates to the plan views and individual details;

c. Summary of field observations and tests performed, laboratory samples collected, and test results reported by the respective outside testing laboratory;

d. Summary of any problems and/or deficiencies encountered and their resolution during the construction, including any recurring problems or deficiencies that were discovered;

e. Documentation that acceptance criteria were met, including comparison of procedure data with permit plans and requirements set forth in this CQA program;

and,

f. Certification by the CQA managers that the construction meets the requirements of the approved permit plans and this CQA program.

g. Construction certification by a Professional Engineer registered in the State of

Georgia,

h. Copies of all the Daily Reports

i. Data on the installed synthetic liner. (e.g. roll numbers, required destructive test, location of repairs, names of seaming crew, etc.)

G. Delivery Schedule:

1. Within 30 days after the Effective Date of Procurement Agreement, Owner and

Contractor shall agree on a delivery schedule for all Equipment and Materials to be furnished for which the delivery time is not named in the Bid or specified.

2. Actual delivery dates shall be subject to the ability of Owner or installing contractor to receive and care for the delivered items.

CELL 3 CONSTRUCTION 01 32 10 - 5 AUGUST 2023

3. Contractor shall notify Engineer at least two weeks in advance of any delivery date, and shall not make any shipments without written approval of Engineer.

4. No delivery will be approved until proper Submittals pertaining to storage and installation have been received and accepted.

5. Any items delivered without written approval may be returned to the point of origin, or unloaded and stored at a place and in a manner determined by Owner, and Contractor will be charged with any additional expense resulting therefrom.

6. If written order by Owner delays any shipment for more than 30 days after the time set forth in the Contract Documents or the agreed delivery schedule, Owner will pay

Contractor for storage at a rate to be mutually agreed upon at that time. Time of storage will be figured from 30 days after the later of the dates defined above to receipt of

Contractor's certified statement of the actual shipping date.

7. Items stored by Contractor as provided herein shall be protected by Contractor with fire and extended coverage insurance endorsed to include the so-called "All Risks" coverage endorsement to the full value of the items stored, and a satisfactory certificate proving protection for Owner shall be delivered to Owner. The cost of such insurance shall be included with the rate charged for storage.

PART 2 - PRODUCTS - NOT APPLICABLE.

PART 3 - EXECUTION - NOT APPLICABLE.

END OF SECTION 01 32 10

CELL 3 CONSTRUCTION 01 33 00 - 1 AUGUST 2023

SECTION 01 33 00 – SUBMITTALS

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section includes definitions, descriptions, transmittal, and review of Submittals.

B. Related Work Specified Elsewhere:

1. Project Coordination and Meetings: SECTION 01 31 00

2. Construction Closeout: SECTION 01 78 00

1.02 GENERAL INFORMATION:

A. Definitions:

1. Shop Drawings, product data, and Samples are technical Submittals prepared by

Contractor, Subcontractor, manufacturer, or Supplier and submitted by Contractor to

Engineer as a basis for approval of the use of Equipment and Materials proposed for incorporation in the Work or needed to describe installation, operation, maintenance, or technical properties, as specified in each Division of the Specifications.

a. Shop Drawings include custom-prepared data of all types including drawings, diagrams, performance curves, material schedules, templates, instructions, and similar information not in standard printed form applicable to other projects.

b. Product data includes standard printed information on materials, products, and systems; not custom-prepared for this Project, other than the designation of selections from available choices.

c. Samples include both fabricated and unfabricated physical examples of materials, products, and Work; both as complete units and as smaller portions of units of

Work; either for limited visual inspection or (where indicated) for more detailed testing and analysis. Mock-ups are a special form of Samples which are too large to be handled in the specified manner for transmittal of Sample Submittals.

2. Informational Submittals are those technical reports, administrative Submittals, certificates, and guarantees not defined as Shop Drawings, product data, or Samples.

a. Technical reports include laboratory reports, tests, technical procedures, technical records, and Contractor's design analysis.

b. Administrative Submittals are those nontechnical Submittals required by the

Contract Documents or deemed necessary for administrative records. These

Submittals include maintenance agreements, Bonds, Project photographs, physical work records, statements of applicability, copies of industry standards, Project record data, schedules, security/protection/safety data, and similar type Submittals.

c. Certificates and guarantees are those Submittals on Equipment and Materials where a written certificate or guarantee from the manufacturer or Supplier is called for in the Specifications.

3. Refer to ARTICLES 1.03 and 1.04 of this Part for detailed lists of Submittals and specific requirements.

B. Quality Requirements:

1. Submittals such as Shop Drawings and product data shall be of suitable quality for legibility and reproduction purposes. Every line, character, and letter shall be clearly legible. Drawings such as reproducibles shall be useable for further reproduction to yield legible hard copy.

2. Documents submitted to Engineer that do not conform to specified requirements shall be subject to rejection by Engineer, and upon request by Engineer, Contractor shall resubmit conforming documents. If conforming Submittals cannot be obtained, such documents shall be retraced, redrawn, or photographically restored as may be necessary to meet such

SECTION 01 33 00 – SUBMITTALS: continued

CELL 3 CONSTRUCTION 01 33 00 - 2 AUGUST 2023

requirements. Contractor's (or his Subcontractor's) failure to initially satisfy the legibility quality requirements will not relieve Contractor (or his Subcontractors) from meeting the required schedule for Submittals.

C. Submittal Completeness:

1. Submittals shall be complete with respect to dimensions, design criteria, materials of construction, and other information specified to enable Engineer to review the information effectively.

2. Where standard drawings are furnished which cover a number of variations of the general class of Equipment, each drawing shall be annotated to indicate exactly which parts of the drawing apply to the Equipment being furnished. Use hatch marks to indicate variations that do not apply to the Submittal. The use of "highlighting markers" will not be an acceptable means of annotating Submittals. Annotation shall also include proper identification of the Submittal permanently attached to the drawing.

3. Reproductions or copies of Contract Drawings or portions thereof will not be accepted as complete fabrication or erection drawings. Contractor may use a reproduction of

Contract Drawings for erection drawings to indicate information on erection or to identify detail drawing references. Whenever the Drawings are revised to show this additional

Contractor information, Engineer's title block shall be replaced with Contractor's title block, and Engineer's professional seal shall be removed from the drawing. Contractor shall revise these erection drawings for subsequent Engineer revisions to the Contract

Drawings.

D. Form of Submittals:

1. Submittals and other Project documents shall be transmitted in electronic format as specified.

a. Selected Submittals may be provided in paper ("hardcopy") copies only with advance approval of Engineer, and using procedures specified herein.

b. Equipment instruction books and operating manuals shall be provided in paper copies in addition to specified electronic format.

2. Electronic Format:

a. Scanned Submittals and documents are not acceptable. Transmit Submittals and

Project documents in:

(1) Nonproprietary, native electronic format incorporating any necessary reference files, or

(2) Adobe *PDF files created directly from native electronic format, or

(3) Engineer-approved equal.

(4) Each file will be right reading and orientation the same for all consecutive resubmissions.

(5) For any given Submittal, the filename and format shall be consistent for initial submission and subsequent revisions of the same. Use consistent naming convention throughout. Reference to revision or dates shall not be included in a filename.

(6) Nonconforming Submittals are subject to rejection by Engineer.

b. Provide "as-constructed" Submittals, record documents, Equipment instruction books and operating manuals, and other documents on CD-ROM in AutoCAD and

Adobe *PDF format as required and approved by Owner.

c. Equipment instruction books and operating and maintenance manuals shall be in

Adobe *PDF format combined in one pdf file for the complete O&M manual, or divided into pdf files that represent entire volumes (corresponding to hardcopy volumes). The pdf files shall be completely bookmarked with links within the

CELL 3 CONSTRUCTION 01 33 00 - 3 AUGUST 2023

index sheet to the different sections within the manuals/volumes, corresponding to the defined tabs within the hardcopy version.

3. Digital delivery media shall be Engineer’s File Transfer Protocol (FTP) site(s). Upon approval from the ENGINEER, the submittals may alternatively be submitted electronically via email correspondence, provided all requirements in the Section are maintained.

1.03 TECHNICAL SUBMITTALS:

A. Items shall include, but not be limited to, the following:

1. Manufacturer's specifications.

2. Catalogs, or parts thereof, of manufactured Equipment.

3. Shop fabrication and erection drawings.

4. General outline drawings of Equipment showing overall dimensions, location of major components, weights, and location of required building openings and floor plates.

5. Detailed Equipment installation drawings, showing foundation details, anchor bolt sizes and locations, baseplate sizes, location of Owner's connections; and all clearances required for erection, operation, and disassembly for maintenance.

6. Schematic diagrams for electrical items, showing external connections, terminal block numbers, internal wiring diagrams and one-line diagrams.

7. Bills of material and spare parts list.

8. Instruction books and operating manuals.

9. Material lists or schedules.

10. Performance tests on Equipment by manufacturers.

11. Concrete mix design information.

12. All drawings, catalogs or parts thereof, manufacturer's specifications and data, Samples, instructions, and other information specified or necessary:

a. For Engineer to determine that Equipment and Materials…