CITY OF COLLEGE PARK. BADGETT STADIUM FACILITY 3645 COLLEGE STREET College Park, Georgia Fulton County PROJECT MANUAL. Construction Documents

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1 Metrocorp Development Enterprises, Inc. Program Management Development Consultants Construction Managers Civil Engineers Globalizations & Emerging Markets 3707 Main Street, Ste. No. 102 College Park, Georgia (O) (F) LEADERSHIP EXPERIENCE TEAM BUILDING SUCCESS CITY OF COLLEGE PARK BADGETT STADIUM FACILITY 3645 COLLEGE STREET College Park, Georgia Fulton County PROJECT MANUAL Construction Documents Issued: December 31, 2018 CIVIL ENGINEER: HERBERT HUMPHREY, P.E. METROCORP DEVELOPMENT ENTERPRISES, INC. Contact Person: Herbert Humphrey, P.E, Managing Principal Herbert Humphrey 12/31/2018

2 BADGETT STADIUM FACILITY COLLEGE STREET TABLE OF CONTENTS SPECIFICATION SECTION TITLE TABLE OF CONTENTS 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS Project Title Page Table of Contents Seals Page List of Drawing Sheets Addenda Note: Contract documents and schedules for Procurement and Contracting requirements. See City of College Park, Invitation to Bid GENERAL REQUIREMENTS Summary Allowances Unit Prices Submittal Procedures Closeout Procedures 02 - EXISTING CONDITIONS Selective Demolition Exterior Improvements 03 - CONCRETE Miscellaneous Cast-In-Place Concrete 05 METALS Pipe and Tube Railings 31 - EARTHWORK Site Clearing Earthmoving METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

3 BADGETT STADIUM FACILITY COLLEGE STREET TABLE OF CONTENTS SPECIFICATION SECTION TITLE 33 - UTILITIES - Refer to Section Unit Prices, Supplemental Specifications and Civil Drawing. Supplemental Contract Specifications and Documents END OF TABLE OF CONTENTS METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

4 BADGETT STADIUM FACILITY COLLEGE STREET SEALS PAGE 1.1 DESIGN PROFESSIONALS OF RECORD A. Civil Engineer 1. Herbert Humphrey, P.E., Metrocorp Development Enterprises, Inc. 2. Responsible for divisions 01,31,32,33, and Supplemental Specifications included in PROJECT MANUAL except as indicated prepared by other design professionals of record.

5 BADGETT STADIUM FACILITY COLLEGE STREET LIST OF DRAWING SHEETS SECTION LIST OF DRAWING SHEETS 1.1 LIST OF DRAWINGS A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled City of College Park Badgett Stadium Project dated November, 2018, as modified by subsequent Addenda and Contract Modifications.

6 BADGETT STADIUM FACILITY COLLEGE STREET ADDENDA SECTION ADDENDA 1.1 As issued METROCORP DEVELOPMENT ENTERPRISES, INC December 31, 2018

7 BADGETT STADIUM FACILITY COLLEGE STREET SUMMARY SECTION SUMMARY GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. SUMMARY Section Includes: Project information. Work covered by Contract Documents. Contractor-furnished, Owner-installed products. Access to site. Coordination with occupants. Work restrictions. Specification and drawing conventions. Miscellaneous provisions. PROJECT INFORMATION Project Identification: Badgett Stadium. Project Location: 2336College street. Owner: City of College Park 3636 College St. College Park Architect/Engineer: Metrocorp Development Enterprises, Inc Hospital Dr. Ste. 101 Douglasville, Ga WORK COVERED BY CONTRACT DOCUMENTS The Work of Project is defined by the Contract Documents and consists of the following: 1. The work consist of the new construction of an ADA Ramp. Type of Contract:

8 BADGETT STADIUM FACILITY COLLEGE STREET SUMMARY Project will be constructed under a single prime contract. ACCESS TO SITE General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. COORDINATION WITH OCCUPANTS Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations. WORK RESTRICTIONS Work Restrictions, General: Comply with restrictions on construction operations. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: Notify Architect/Engineer not less than two days in advance of proposed utility interruptions. Obtain Architect/Engineer's written permission before proceeding with utility interruptions. Controlled Substances: Use of tobacco products and other controlled substances within the existing building[on Project site is not permitted.

9 BADGETT STADIUM FACILITY COLLEGE STREET SUMMARY SPECIFICATION AND DRAWING CONVENTIONS Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION

10 BADGETT STADIUM FACILITY COLLEGE STREET SPECIFICATION SECTION TITLE SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect/Engineer's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect/Engineer's[ responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect/Engineer and additional time for handling and reviewing submittals required by those corrections. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect/Engineer's Digital Data Files: Electronic digital data files of the Contract Drawings will[ not] be provided by Architect/Engineer for Contractor's use in preparing submittals. 1. Architect/Engineer will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings.

11 BADGETT STADIUM FACILITY COLLEGE STREET SPECIFICATION SECTION TITLE a. Architect/Engineer makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect/Engineer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 5 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect/Engineer will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. C. Paper Submittals: Place a permanent label or title block on each submittal item for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Include the following information for processing and recording action taken: a. Project name. b. Date. c. Name of Architect/Engineer. d. Name of Contractor. e. Name of subcontractor. f. Name of supplier. g. Name of manufacturer. D. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect/Engineer's action stamp. PART 2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. 1. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect/Engineer will return two copies. 2. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Architect/Engineer will not return copies. 3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be

12 BADGETT STADIUM FACILITY COLLEGE STREET SPECIFICATION SECTION TITLE signed by an officer or other individual authorized to sign documents on behalf of that entity. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 24 by 36 inches. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record. 3. Disposition: Maintain sets of approved Samples at Project site, available for qualitycontrol comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. E. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation." F. Application for Payment and Schedule of Values: Comply with requirements specified. G. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Division 01 Section "Quality Requirements." H. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 01 Section "Closeout Procedures." I. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Architect/Engineers and owners, and other information specified.

13 BADGETT STADIUM FACILITY COLLEGE STREET SPECIFICATION SECTION TITLE J. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. K. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect/Engineer. B. Project Closeout and Maintenance Material Submittals: See requirements in Division 01 Section "Closeout Procedures." C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT/ENGINEER'S[ AND CONSTRUCTION MANAGER'S] ACTION A. Action Submittals: Architect/Engineer will review each submittal, make marks to indicate corrections or revisions required, and return it. Architect/Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. B. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect/Engineer will forward each submittal to appropriate party. C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. D. Submittals not required by the Contract Documents may be returned by the Architect/Engineer without action. END OF SECTION

14 BADGETT STADIUM FACILITY ALLOWANCES SECTION ALLOWANCES A. GENERAL A.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. A.2 SUMMARY A. Section includes administrative and procedural requirements governing allowances. 1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order. B. Types of allowances include the following: 1. Lump-sum allowances. 2. Unit-cost allowances. 3. Quantity allowances. 4. Contingency allowances. 5. Testing and inspecting allowances. C. Related Requirements: 1. Division 01 Section "Unit Prices" for procedures for using unit prices. 2. Division 01 Section "Quality Requirements" for procedures governing the use of allowances for testing and inspecting. 3. Divisions 02 through 33 Sections for items of Work covered by allowances. A.3 SELECTION AND PURCHASE A. At the earliest practical date after award of the Contract, advise Architect/Engineer of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. B. At Architect/Engineer's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work. C. Purchase products and systems selected by Architect/Engineer from the designated supplier. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

15 BADGETT STADIUM FACILITY A.4 ACTION SUBMITTALS ALLOWANCES A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. A.5 INFORMATIONAL SUBMITTALS A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance. B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. A.6 COORDINATION A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation. A.7 LUMP-SUM, UNIT-COST AND QUANTITY ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect/Engineer under allowance and shall include taxes, freight, and delivery to Project site. B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner under allowance shall be included as part of the Contract Sum and not part of the allowance. A.8 CONTINGENCY ALLOWANCES A. Use the contingency allowance only as directed by Architect/Engineer for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance. B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs. C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

16 BADGETT STADIUM FACILITY ALLOWANCES D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. A.9 TESTING AND INSPECTING ALLOWANCES A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results. B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum. C. Costs of services not required by the Contract Documents are not included in the allowance. D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order. A.10 ADJUSTMENT OF ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit. 1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

17 BADGETT STADIUM FACILITY B. PRODUCTS (Not Used) ALLOWANCES C. EXECUTION C.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. C.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work. C.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Contingency Allowance: Include 75 cu. yd. for unsatisfactory soil excavation and disposal off-site and replacement with satisfactory soil material from off-site. Subparagraph below addresses relationship to unit prices. 1. Coordinate quantity allowance adjustment with unit-price requirements in Division 01 Section "Unit Prices." B. Allowance No. 2: Contingency Allowance: Include Sum of 75 cu. yd. of rock for removal and replacement with satisfactory soil material Subparagraph below addresses relationship to unit prices. 1. Coordinate quantity allowance adjustment with unit-price requirements in Division 01 Section "Unit Prices." C. Allowance No. 3: Testing and Inspection Allowance: Include the sum of $2, for testing services to be provided by Owner as directed by the Architect/Engineer. 1. This allowance includes material cost, receiving, handling, and installation, and Contractor overhead and profit. 2. The Contractor shall purchase "allowed materials" or "allowed services" as directed by the Owner on the basis of the lowest and best bid of at least three competitive sources unless otherwise requested by the Owner. If the actual price for purchasing allowed materials is more or less than the stated allowance, the Contract Price shall be adjusted accordingly. The adjustment in Contract Price shall be made based on the purchase cost including applicable sales taxes, but exclusive of additional charges for overhead, profit, insurance, or any other incidental expenses. Cost of installation of allowed materials shall be included in the Bid. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

18 BADGETT STADIUM FACILITY ALLOWANCES 3. Contractor shall coordinate work with the owner. D. Allowance No. 4: Bermuda Sod: Quantity Allowance: Include 5000 square feet, Description: Installation of Bermuda sod in areas as directed by Engineer. 1. Coordinate quantity allowance adjustment with unit-price requirements in Division 01 Section "Unit Prices." METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

19 BADGETT STADIUM FACILITY COLLEGE STREET UNIT PRICES PART 1 - GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for unit prices. B. Related Requirements: 1. Division 01 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders. 2. Division 01 Section "Quality Requirements" for general testing and inspecting requirements. 3. Division 01 Section Allowances" for procedures for handling allowances requirements. 1.2 GENERAL INFORMATION A. A Unit Price is an amount proposed by Bidders and stated on the Proposal Unit Price Schedule as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by Change Order in the event the estimated quantities of work required by the Contract Documents are increased or decreased. Unit Prices included on Proposal Unit Price Schedule shall include full compensation for required labor, products, tools, equipment, plants, transportation, services and incidentals; erection, application or installation of an item of Work; overhead and profit, as described below. 1.3 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor. D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. A Schedule of Unit Cost is included as part of the Proposal Unit Price Schedule.

20 BADGETT STADIUM FACILITY COLLEGE STREET UNIT PRICES PART 2 - NOT USED PART 3 - EXECUTION 3.1 SCHEDULE OF UNIT PRICES A. Unit Price No. 1 Silt Fence Type NS : 1. Description: Installation of Type NS silt fence. Install per standard Erosion Sedimentation & Pollution Control as shown plans and/or directed by the Owner s Representative. 2. The bid total for the estimated quantity by the contractor shall be included in the Base Proposal Amount Division 32 Exterior Improvements. 3. Quantity to be included in contract sum: Unit Price to be perform as required for initial scope of work: $ / L.F. 4. Unit of measurement: Linear feet 5. Include the following in the unit price: Material and installation of silt fence type A ; maintenance, repair, replacement, removal and disposal of fence; overhead and profit. 6. Include all other costs in the Base Proposal Amount. 7. Seventy-five percent of the Contract Price bid per linear foot will be paid when the fence is completely in place. The remaining twenty-five percent will be paid after the complete removal of fence or acceptance by the Owner. Contractor is responsible for maintenance of in-place fence, as directed by Owner s Representative. 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. B. Unit Price No. 2, Construction Exit: 1. Description: Installation of Construction Exit. Install per standard Erosion Sedimentation & Pollution Control as shown and/or directed by the Owner s Representative. 2. The bid total for the estimated quantity by the contractor shall be included in the Base Proposal Amount Division 32 Exterior Improvements. 3. Quantity to be included in contract sum: 1 each. 4. Unit of measurement: Each

21 BADGETT STADIUM FACILITY COLLEGE STREET UNIT PRICES 5. Include the following in the unit price: Material and installation of silt fence type A ; maintenance, repair, replacement, removal and disposal of fence; overhead and profit. 6. Include all other costs in the Base Proposal Amount. 7. Seventy-five percent of the Contract Price bid per linear foot will be paid when the fence is completely in place. The remaining twenty-five percent will be paid after the complete removal of fence or acceptance by the Owner. Contractor is responsible for maintenance of in-place fence, as directed by Owner s Representative. 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. C. Unit Price No. 3: Removal of paved areas as required 1. Description: Excavation, demolition of concrete or paved areas and disposal off site and replacement as described below. 2. The bid total for the estimated quantity by the contractor shall be included in the Base Proposal Amount Division 02 - Selective Demolition Exterior Improvements and Division 32 Exterior Improvements. 3. Quantity to be included in contract sum: Unit Price to be perform as required for initial scope of work: $ S.Y. 4. Unit of Measurement: Square yard of paved surface based on survey of area removed. Asphalt Section shall be replaced with 1.5 Asphalt topping, 2 Binder, 6 G.A.B or 1.5 Asphalt Topping and 8 Class B Concrete. (Asphalt Density =110 pounds per square yards per inch). 5. Include the following in the unit price for additional quantities beyond initial scope: Demolition, excavation and disposal off site by contractor and replacement with paved section, as required and approved by the engineer. 6. Include all other cost in the Base Proposal Amount. 7. Quantity Allowance: Coordinate unit price with allowance adjustment requirements in Division 01 Section "Allowances." D. Unit price No. 4 Grassing 1. Description: Installation of Temporary Grassing in areas as directed by engineer. 2. The bid total for the estimated quantity by the contractor shall be included in the Base Proposal Amount Division Adjustments in quantity based on actual area in square feet installed.

22 BADGETT STADIUM FACILITY COLLEGE STREET UNIT PRICES 4. Quantity to be included in contract sum: Quantity to be included in contract sum: Unit Price to be perform as required for initial scope of work: $ /s.f. 5. Unit of measurement: Square Feet 6. Include the following in the unit price: Material and installation to allow for soil preparation, seeding, straw, watering, fertilization; overhead and profit. 7. Include all other costs in the Base Proposal Amount. 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. Note: Quantities that were included in the base proposal will be credited to the owner if not installed per the above unit price amounts. The following items shall not to be included in Base Proposal Amount and the contractor is required to provide unit pricing for the following additional items that may be required to complete the project. E. Unit Price No. 5 Removal of unsatisfactory soil and replacement with satisfactory soil material. 1. Description: Unsatisfactory soil excavation and disposal off site and replacement with satisfactory fill material or engineered fill from off site, as required, according to Division 31 Section "Earth Moving." 2. The bid total for the estimated quantity shown in the Proposal Unit Price Schedule shall not be included in the Base Proposal Amount Division 31 Section "Earth Moving." 3. Quantity to be included in contract sum: Unit Price to be perform as required : $ C.Y. 4. Unit of Measurement: Cubic yard of soil excavated, based on survey of volume removed. 5. Include the following in the unit price: Unsatisfactory soil excavation and disposal off site by contractor and replacement with satisfactory fill material or engineered fill from off site, as required, in accordance with Division 31 Section "Earth Moving." 6. Include all other cost in the Base Proposal Amount 7. Quantity Allowance: Coordinate unit price with allowance adjustment requirements in Division 01 Section "Allowances."

23 BADGETT STADIUM FACILITY COLLEGE STREET UNIT PRICES 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. F. Unit Price No. 6: Removal of unsatisfactory soil and replacement with w/#57 crushed stone: 1. Description: Unsatisfactory soil excavation and disposal off site and replacement with satisfactory fill material or engineered fill from off site, as required, according to Division 31 Section "Earth Moving." 2. The bid total for the estimated quantity shown in the Proposal Unit Price Schedule shall not be included in the Base Proposal Amount. 3. Quantity to be included in contract sum: Unit Price to be perform as required: $ cu. yd. 4. Unit of Measurement: Cubic yard of soil excavated, based on survey of volume removed. 5. Include the following in the unit price: Unsatisfactory soil excavation and disposal off site by contractor and replacement with satisfactory fill material or engineered fill from off site, as required, in accordance with Division 31 Section "Earth Moving." 6. Quantity Allowance: Coordinate unit price with allowance adjustment requirements in Division 01 Section "Allowances." 7. Include all other cost in the Base Proposal Amount 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. G. Unit price No. 7 Bermuda Sod 1. Description: Installation of Bermuda sod in areas as directed by engineer. 2. The bid total for the estimated quantity shown in the Proposal Unit Price Schedule shall not be included in the Base Proposal Amount. 3. Adjustments in quantity based on actual area in square feet installed. 4. Quantity to be included in contract sum: 5. Unit of measurement: Square Feet 6. Include the following in the unit price: Material and installation to allow for labor and equipment for soil preparation, sod layout, watering, fertilization; overhead and profit. Quantity Allowance: Coordinate unit price with allowance adjustment requirements in Division 01 Section "Allowances." 7. Include all other costs in the Base Proposal Amount. 8. Methods of measurement: Measurement will be made and verified by the Owner as outlined in the specifications. END OF SECTION

24 BADGETT STADIUM FACILITY COLLEGE STREET SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS SECTION SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Demolition and removal of selected site elements. B. Related Requirements: 1. Section "Site Clearing" for site clearing and removal of above- and below-grade improvements not part of selective demolition. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. B. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.5 INFORMATIONAL SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

25 BADGETT STADIUM FACILITY COLLEGE STREET SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS B. Pre-demolition Photographs: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Submit before Work begins. 1.6 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed. 1.7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1.8 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

26 BADGETT STADIUM FACILITY COLLEGE STREET SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. 1. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 2. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction. 3.2 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area. B. Remove temporary barricades and protections where hazards no longer exist. 3.3 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. There are no historic areas identified on site. D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

27 BADGETT STADIUM FACILITY COLLEGE STREET SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS 3.4 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch (19 mm) at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated. B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3.6 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. 3.7 SELECTIVE DEMOLITION SCHEDULE A. Remove and Reinstall: Sidewalk and miscellaneous site structures incidental to re-installing and/or installing driveway and ADA ramps and other site improvements as indicated on plans. END OF SECTION METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

28 BADGETT STADIUM FACILITY COLLEGE STREET SELECTIVE DEMOLITION EXTERIOR IMPROVEMENTS METROCORP DEVELOPMENT ENTERPRISES, INC. December 31,2018

29 BADGETT STADIUM FACILITY COLLEGE STREET Cast-In-Place Concrete SECTION CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. B. Related Requirements: 1. Section "Earth Moving" for drainage fill under slabs-on-grade. 2. Section "Concrete Paving" for concrete pavement and walks. C. GDOT STANDARD SPECIFICATIONS 2013 AND SUPPLEMENTAL SPECIFICATIONS SUMMARY A. GDOT Specification 430 Section includes concrete paving B. GDOT Specifications 441 Section includes: 1. Curbs and gutters. 2. Walks. 3. Retaining Walls 1.4 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume; materials subject to compliance with requirements. B. W/C Ratio: The ratio by weight of water to cementitious materials.

30 BADGETT STADIUM FACILITY COLLEGE STREET Cast-In-Place Concrete 1.5 PREINSTALLATION MEETINGS A. Pre-installation Conference: Conduct conference at Project site or designated location by owner 1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following: a. Contractor's superintendent. b. Independent testing agency responsible for concrete design mixtures. c. Ready-mix concrete manufacturer. d. Concrete Subcontractor. 2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, curing procedures, construction contraction and isolation joints, and joint-filler strips, semirigid joint fillers, forms and form removal limitations, shoring and reshoring procedures, vapor-retarder installation, anchor rod and anchorage device installation tolerances, steel reinforcement installation, methods for achieving specified floor and slab flatness and levelness floor and slab flatness and levelness measurement, concrete repair procedures, and concrete protection. 1.6 ACTION SUBMITTALS A. Product Data: For each type of product. B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. D. Construction Joint Layout: Indicate proposed construction joints required to construct the structure. 1. Location of construction joints is subject to approval of the Engineer. E. Samples: For water stops

31 BADGETT STADIUM FACILITY COLLEGE STREET Cast-In-Place Concrete 1.7 INFORMATIONAL SUBMITTALS A. Qualification Data: For testing agency. B. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Form materials and form-release agents. 4. Steel reinforcement and accessories. 5. Curing compounds. 6. Joint-filler strips. 7. Repair materials. C. Material Test Reports: For the following, from a qualified testing agency: D. Field quality-control reports. E. Minutes of Pre-installation conference. 1.8 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician. B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." C. Testing Agency Qualifications: An independent agency, GDOT certified, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program. 2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician, Grade I. Testing agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician, Grade II. 3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

32 BADGETT STADIUM FACILITY COLLEGE STREET Cast-In-Place Concrete 1.9 PRECONSTRUCTION TESTING A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on concrete mixtures DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement. B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants FIELD CONDITIONS A. Cold-Weather Placement: Comply with ACI and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301 (ACI 301M). 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. B. Hot-Weather Placement: Comply with ACI 301 (ACI 301M) and as follows: 1. Maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. PART 2 - PRODUCTS 2.1 CONCRETE, GENERAL A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

33 BADGETT STADIUM FACILITY COLLEGE STREET Cast-In-Place Concrete 1. ACI 301 (ACI 301M). 2. ACI 117 (ACI 117M). 2.2 FORM-FACING MATERIALS A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. 2. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows: a. High-density overlay, Class 1 or better. b. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed. c. Structural 1, B-B or better; mill oiled and edge sealed. d. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed. 3. Overlaid Finnish birch plywood. B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum. D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal. E. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces. 1. Formulate form-release agent with rust inhibitor for steel form-facing materials. F. Form Ties: Factory-fabricated, removable or snap-off glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface. 2. Furnish ties that, when removed, leave holes no larger than 1 inch (25 mm) in diameter in concrete surface. 3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.