BID Technical Specifications 032725 Little Ri.pdf

CONTRACT DOCUMENTS

Little River Park

City of Woodstock

Cherokee County, Georgia

CONTRACT DOCUMENTS

AND

SPECIFICATIONS

ISSUED FOR BID

March 2025

PREPARED BY

Earth Elements NM, LLC earthelementsnm.com

678.983.8614

TABLE OF CONTENTS INDEX-1

2024001 030125

Little River Park City of Woodstock

SECTION INDEX - TABLE OF CONTENTS

Cherokee County, GA

TECHNICAL SPECIFICATIONS

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 02/01/25 Summary of Work Section 01 15 00 02/01/25 Climatalogical Data Section 01 22 00 02/01/25 Unit Prices Section 01 25 00 02/01/25 Substitutions Section 01 31 00 02/01/25 Project Management and Coordination Section 01 32 33 02/01/25 Construction Photographs Section 01 33 00 02/01/25 Submittal Procedures Section 01 40 00 02/01/25 Quality Requirements Section 01 50 00 02/01/25 Temporary Facilities and Controls Section 01 57 13 02/01/25 Temporary Soil Erosion and Sediment Control Section 01 60 00 02/01/25 Product Requirements Section 01 70 00 02/01/25 Execution and Closeout Requirements Section 01 71 23 02/01/25 Construction Surveying

DIVISION 02 EXISTING CONDITIONS

Section 02 11 20 02/01/25 Tree Protection and Selective Trimming Section 02 40 00 02/01/25 Demolition and Structure Moving

DIVISION 03 CONCRETE

Section 03 30 02 02/01/25 Site Cast-In-Place Concrete

DIVISION 10 SPECIALTIES

Section 10 14 53 02/01/25 Traffic Signage

DIVISION 11 EQUIPMENT

Section 11 68 13 02/01/25 Playground Equipment

DIVISION 12 FURNISHINGS

Section 12 93 00 02/01/25 Site Furnishings

DIVISION 13 PRE-ENGINEERED ROMTEC RESTROOM, PAVILION & SHELTER

Section 13 34 23A 02/17/25 Pre-Engineered Romtec Building Woodlands Park Shelter Section 13 34 23B 02/17/25 Pre-Engineered Romtec Building Woodlands Park Restroom Section 13 34 23C 02/17/25 Pre-Engineered Romtec Building Trickum Park Shelter Section 13 34 23D 02/17/25 Pre-Engineered Romtec Building Trickum Park Restroom Section 13 34 23E 02/17/25 Pre-Engineered Romtec Building Trickum Park Pavilion

DIVISION 31 EARTHWORK

Section 31 10 00 02/01/25 Site Clearing Section 31 22 00 02/01/25 Grading Section 31 23 17 02/01/25 Excavating and Backfilling for Structures Section 31 23 18 02/01/25 Rock Removal Section 31 23 19 02/01/25 Dewatering Section 31 23 33 02/01/25 Trenching and Backfilling

TABLE OF CONTENTS INDEX-2

Section 31 35 20 02/01/25 Erosion Control Matting Section 31 37 00 02/01/25 Riprap

DIVISION 32 EXTERIOR IMPROVEMENTS

Section 32 11 23 02/01/25 Aggregate Base Course Section 32 12 16 02/01/25 Asphalt Paving Section 32 14 13 02/01/25 Nature Trail Section 32 16 13 02/01/25 Concrete Curb & Gutters Section 32 17 23 02/01/25 Pavement Markings Section 32 34 13 02/01/25 Pre-Fabricated Bridge Section 32 84 00 02/01/25 Irrigation Section 32 92 19 02/01/25 Seeding and Mulching Section 32 92 23 02/01/25 Sodding Section 32 93 10 02/01/25 Landscape Plantings

DIVISION 33 SITE UTILITIES

Section 33 11 16 02/01/25 Site Water Utility Distribution Piping Section 33 13 13 02/01/25 Disinfection of Water Pipelines Section 33 30 00 02/01/25 Sanitary Sewerage Utilities Section 33 40 00 02/01/25 Storm Drainage Utilities

ADDITIONAL INFORMATION

1. Report of Subsurface Exploration & Geotechnical Engineering Evaluation Little River Park – Linear Corridor Park Zone Woodstock, Georgia Geo-Hydro Project Number 231101.22 Dated: April 12, 2024

2. Report of Subsurface Exploration & Geotechnical Engineering Evaluation Little River Park – Woodlands Park Zone Woodstock, Georgia Geo-Hydro Project Number 231101.23 Dated: April 12, 2024

3. Report of Subsurface Exploration & Geotechnical Engineering Evaluation Little River Park – Trickum Road Zone Woodstock, Georgia Geo-Hydro Project Number 231101.20 Dated June 21, 2024

4. Hydraulics Analysis for Little River Park – Prepared Woodward Consulting, Inc.

Dated: November 20, 2024, Revised: January 13, 2025

5. Natural Resources Findings Report Little River Park Site Woodstock, Georgia Corblu Project No. 02-120123 Dated: February 19, 2024

END OF SECTION

SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Project description

B. Work by others

C. Owner-furnished products

D. Work sequence

E. Existing Site conditions

1.02 PROJECT DESCRIPTION

A. The Work under this Contract consists of, in general, the construction of the Little River Park. This project is comprised of two (2) phases. Phase one (1) includes the new construction of a multi-use trailway along the Linear Corridor and renovations to the existing Woodlands Park. Phase two (2) includes the new construction of park facilities at Trickum Road.

B. The Work includes, but is not necessarily limited to, the following items:

1. Compliance with all applicable federal, state, and local laws and regulations.

2. Obtaining required permits and authorizations from governing jurisdictions.

3. Preparation and submittal of initial documents prior to commencement of the Work.

4. Mobilization of supplies, equipment, and personnel, including transportation to job site, set-up and maintenance of all equipment and temporary facilities and controls required for project execution.

5. Installation and maintenance of erosion and sedimentation control measures.

6. Installation and maintenance of controls for protection of vegetation (including tree protection fencing) and structures to remain in place.

7. Locating and protection of all existing utilities (buried and above grade), structures, and other facilities on the Site not indicated to be removed.

8. Demolition and removal of existing facilities and structures.

9. Clearing and grubbing of designated areas.

10. Site excavation (including subgrade stabilization as required), filling, grading and other earthwork required for construction of new facilities.

11. Installation of stormwater drainage structures and piping.

12. Installation of utilities.

13. Installation of park entry road and parking facilities.

14. Renovation of an existing parking lot.

15. Installation of multi-use trailway.

16. Installation of wooden boardwalks, wooden boardwalk bridges and prefabricated pedestrian bridges.

17. Installation of pre-engineered restrooms, shelters, and pavilion.

18. Installation of a dog park.

19. Installation of site furnishings.

20. Installation of site lighting.

21. Installation of site landscape and irrigation.

22. Inspections, reports, and compliance with contract documents.

23. Final site cleanup and demobilization.

1.03 WORK BY OTHERS

A. During the Work, contracts may be in place for execution of other work at the Site. The Contractor shall coordinate with other contractors, consultants and/or the Owner by providing access to the Site to allow activities including, but not limited to, the following:

01 11 00-2 SUMMARY OF WORK

030125 2024001

City of Woodstock Little River Park

1. Construction Quality Assurance

2. Construction Quality Control

1.04 WORK SEQUENCE

A. Detailed sequencing of the Work shall be the responsibility of the Contractor as long as the requirements of these specifications are met, the Contractor's progress is according to the schedule approved by the Owner, and Contract Times stated in the Agreement are complied with.

1.05 EXISTING SITE CONDITIONS

A. The property on which the Work will be performed (designated as the “Site”), is indicated on the Drawings.

B. Limited subsurface information has been obtained and is available for review by the Contractor. Refer to the Geotechnical Engineering Reports prepared by Geo-Hydro Engineers located in the additional information section of the Technical Specifications.

C. Existing Utilities and Other Facilities:

1. Refer to the Drawings for available information on utilities and other facilities.

2. The Contract Document presents provisions regarding available information on existing utilities and other facilities, and limitations on completeness of the information.

3. Existing utilities and other facilities not indicated to be removed shall be protected as specified in

Section 01 50 00 and other applicable specification sections.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 11 00

CLIMATALOGICAL DATA 01 15 00-1

Little River Park City of Woodstock

SECTION 01 15 00 – CLIMATALOGICAL DATA

PART I - GENERAL

1.01 SUMMARY:

A. The Contractor agrees that said Work shall be executed regularly, diligently and uninterruptedly at such rate of progress as shall ensure full completion of the entire project and its many and separate components and subcontractors, vendors and suppliers, thereof within the time specified.

B. It is expressly understood and agreed that the Contractor has visited the site where the work of the Project is to be performed, has considered all contingencies and factors affecting the Contractor’s ability to perform all the Work within the time specified, including among others, delays caused by inclement weather (temperature and all forms of precipitation) and other possible delays caused by the climatological conditions prevailing in the general localities and recording stations of the City of Woodstock, Georgia.

C. After consideration of these factors, the Contractor has made allowances for such factors before determining and submitting the Bid and executing the Construction Agreement agreeing to the completion times and durations specified in the Contract Documents, and does, further, agree that all things considered, such completion durations are a reasonable time for completion of all Work to be performed hereunder, without the need for any extension of time or any other reasons than those specified below.

D. The Project’s completion time shall not be extended for normal inclement weather for the named locale. Inclement weather days (for temperature and all forms of precipitation) per month have been anticipated and included in the contractual time period given for project completion. The Contractor's written and documented request to the City of Woodstock, through the Owner’s Representative, for additional time may only be granted for actual days beyond those normally anticipated for the locale, per the schedule below, and only for which work was actually significantly impeded or precluded by the documented inclement weather.

January 4 Calendar Days

February 5 Calendar Days March 6 Calendar Days April 4 Calendar Days May 3 Calendar Days June 2 Calendar Days July 2 Calendar Days August 2 Calendar Days September 2 Calendar Days October 2 Calendar Days November 2 Calendar Days December 3 Calendar Days

E. The burden of proof and documentation for such request for additional time beyond the days indicated shall rest solely with the Contractor. Documentation must clearly show the additional weather days (for above normal inclement temperature and all forms of precipitation) are historically unique to the City of Woodstock, Georgia, area in general, and the Project’s site in particular.

F. Contractor shall submit all days considered to be “Inclement Weather Days” to the City of Woodstock through the Owner’s Representative each week for the week prior.

CLIMATALOGICAL DATA 01 15 00-2

Little River Park City of Woodstock

G. In the granting and approving of any additional time for completion of the Project, by a mutually agreed upon and properly executed Change Order, in no instance shall a change in Contract Sum be granted to the Contractor by the City of Woodstock for any adjustments to the Contract Time due to weather.

H. Requests for time extensions for delays due to inclement weather shall be reported by the

Contractor, and considered and evaluated on a quarterly basis, as determined by the Owner’s Representative, in consultation with the City of Woodstock. Only those actual days lost in excess of the cumulative allowable number of inclement weather calendar days, according to the schedule and data provided, will be considered. Time extensions for time losses due to weather conditions will be considered only for full complete calendar days.

I. No deduction or reduction in the contract time shall be made due to weather conditions of temperature and precipitation below or less than the anticipated or historical forecast.

J. Bidders shall review the climatological information as they solely deem necessary and draw their own individual conclusions for bidding and contracting purposes.

END OF SECTION 01 15 00

UNIT PRICES 01 22 00-1

SECTION 01 22 00 - UNIT PRICES

1.01 SUMMARY

A. Section Includes:

1. Unit price work

2. List of prices required

3. Procedures for unit price work

B. Related sections:

1. Applications for payment as outlined in Section 01 31 00.

2. Procedures for utilization of testing and inspection as outlined in the Construction Documents.

3. Contract closeout procedures as outlined in Section 01 70 00.

1.02 UNIT PRICE LIST

A. Unit Price No. 1: Rock (Open Excavation)

1. Removal of mass rock encountered and requiring excavation as defined in the technical specifications.

2. Purpose: To adjust the contract sum when actual quantity is determined

3. Quantity to be included in contract sum: 1 cubic yard

4. Unit of measurement: Cubic yard

5. Include only the following in the unit price:

a. Excavation to 1’ below plan subgrade, or below as defined in the technical specifications, hauling and disposal off site, cost of providing sufficient and suitable fill material from offsite from 1’ below subgrade to original level of rock removed, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Measurement will be made and verified by the City as outlined in the specifications.

B. Unit Price No. 2: Rock (Trench Excavation)

1. Removal of trench rock encountered and requiring excavation as defined in the technical specifications.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1 cubic yard

4. Unit of measurement: cubic yard

5. Include only the following in the unit price:

a. Excavation to 6” below plan subgrade, or below as defined in the technical specifications, hauling and disposal off site, cost of providing sufficient and suitable fill material from off site from 6” below subgrade to original level of rock removed, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Measurement will be made and verified by the City as outlined in the specifications.

C. Unit Price No. 3: Excavation of unsatisfactory materials and replacement with suitable soil material

1. Removal of unsatisfactory materials encountered and requiring excavation as directed by the City, and replacement with suitable soil material to subgrade as shown on plans.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1 cubic yard

4. Unit of measurement: cubic yard

5. Include only the following in the unit price:

a. Excavation to plan subgrade, hauling and disposal off site, cost of providing sufficient and suitable fill material to subgrade, allowing for replacement of all suitable material removed, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Measurement will be made and verified by the City as outlined in the specifications.

01 22 00-2 UNIT PRICES

030125 2024003

D. Unit Price No. 4: Excavation of unsatisfactory materials and replacement with #57 crushed stone.

1. Removal of unsatisfactory materials encountered and requiring excavation as directed by the City, and replacement with suitable soil material to subgrade as shown on plans.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1 cubic yard

4. Unit of measurement: cubic yards

5. Include only the following in the unit price:

a. Excavation to plan subgrade, hauling and disposal off site, cost of providing sufficient and suitable material to subgrade, allowing for replacement of all suitable material removed, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Measurement will be made and verified by the City as outlined in the specifications.

E. Unit Price No. 5: Excavation of unsatisfactory materials and replacement with surge stone.

1. Removal of unsatisfactory materials encountered and requiring excavation, as directed by the City, and replacement with surge stone to subgrade as shown on plans.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1 cubic yard

4. Unit of measurement: cubic yard

5. Include only the following in the unit price:

a. Excavation to plan subgrade, hauling and disposal off site, cost of providing sufficient and suitable surge stone to subgrade, allowing for replacement of all suitable material removed, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Measurement will be made and verified by the City as outlined in the specifications.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 22 00

SUBSTITUTIONS 01 25 00-1

SECTION 01 25 00 - SUBSTITUTIONS

1.01 SECTION INCUDES:

A. Requirements included

B. Substitutions/prior approvals

C. Submittal requirements

D. Contractor’s representation

1.02 REQUIREMENTS INCLUDED:

A. Substitutions for products specified shall be allowed only under the conditions stated in this section.

1.03 SUBSTITUTIONS/PRIOR APPROVALS:

A. If it is desired to use products different from those indicated in the Contract Documents, the party requesting the substitution shall make written application as described herein. The burden of proving equality of proposed substitutions rests on the party making the request for substitution.

B. Substitution requests shall only be considered from the awarded Contractor.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 SUBMITTAL REQUIREMENTS:

A. Submit a separate request for each substitution.

B. Support each request with the following information:

1. Date of request

2. Name of party proposing substitution.

3. Project name.

4. Specification reference.

5. Complete data substantiating compliance of proposed substitution with requirements stated in Contract

Documents:

a. Product identification, including manufacturer’s name and address.

b. Manufacturer’s literature, identify:

1) Product description.

2) Reference standards.

3) Performance and test data.

4) Manufacturer’s recommendation for use and installation.

c. Samples, as applicable.

d. Name and address of similar projects on which product has been used, and date of each installation.

6. Itemized comparison of the proposed substitution with product specified, list all variations.

7. Data relating to changes in construction schedule.

8. Any effect of substitution on separate contracts.

9. List of changes required in other work or products.

10. Designation of required license fees or royalties.

11. Designation of availability of maintenance services and sources of replacement materials.

01 25 00-2 SUBSTITUTIONS

3.02 CONTRACTOR’S REPRESENTATION

A. In connection with the use of any substitute item approved by the Owner, it shall be the General Contractor’s responsibility to see that such items meet all space requirements, and that any alterations to connecting items necessitated by use of the alternate items are properly made at no increase in cost to the Owner, and that all items are in compliance with the Contract Document requirements. Contractor shall waive all claims for additional costs caused by substitution which may subsequently become apparent.

END OF SECTION 01 25 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00-1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

1.01 SECTION INCLUDES

Construction Management Plan

Construction Progress Schedule

Preconstruction and Progress Meetings

Project Coordination and Scheduling

Schedule of Values

Application for Payment

1.02 CONSTRUCTION MANAGEMENT PLAN

Submit a Construction Management Plan within the time limit specified in subsection 1.02 of Section 01 33 00.

The Construction Management Plan shall indicate how the construction activities are to be implemented and coordinated, and shall include the following at a minimum:

1. Identification of key project personnel and lines of authority, and descriptions of the duties of the key personnel, and an organizational chart.

2. Proposed workdays and hours.

3. Procedures for project communication and coordination.

4. A diagram of the work site with a layout showing existing site conditions, and the location of anticipated haul routes, staging areas, office trailers, and access to the Site. The Contractor shall mark up one of the Contract Drawings to develop this diagram.

5. Contractor quality control procedures.

6. Lists of construction equipment, systems, and materials to be used for the Work.

7. Description of temporary facilities and utilities required to conduct the Work.

8. Identification of all permits required to conduct the Work.

9. Staging of operations, including sequencing of the Work, impact of Work on streets and properties, required timing and location of street closures if any, and routing of haul vehicles and construction equipment.

10. Identification of areas for parking of equipment, personal vehicles, and storage of materials.

11. Traffic Diversion and Control Plan, including a map with traffic patterns, description of signage, other required controls, and route monitoring. Traffic controls must comply with the requirements specified in Section 01 50 00.

1.03 CONSTRUCTION PROGRESS SCHEDULE

Submit initial Construction Progress Schedule within the time limit specified in subsection 1.02 of Section 01 33 00.

Prepare the Construction Progress Schedule in the form of a horizontal bar chart. The Schedule is to be used as the baseline/target schedule.

Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, duration, submittals with logic, and successor/predecessor logic. Identify all Critical Path elements.

01 31 00-2 PROJECT MANAGEMENT AND COORDINATION

The Construction Progress Schedule shall be in accordance with the required work sequence and completion dates specified in the Agreement.

The Construction Progress Schedule shall be revised as required to indicate anticipated and actual durations and sequence of activities. Copies of revised Schedules shall be provided to the Owner at the time of Progress Meetings for review and comment.

Indicate estimated percentage of completion for each item of Work at each submission. Schedule updates shall present baseline/target bars for individual construction activities directly beneath current timeline bars for comparison purposes.

Whenever it becomes apparent from the current Construction Progress Schedule that delays to the Critical Path have resulted, and hence, that the contract completion date will not be met, Contractor shall submit to the Owner for approval a written Recovery Plan stating the steps that the Contractor will take to remove or arrest the delay to the Critical Path in the Construction Progress Schedule. The Contractor shall take some or all of the following actions at no additional cost to the Owner:

1. Increased construction manpower in such quantities and crafts as will substantially eliminate, in the judgment of the Owner, the backlog of work.

2. Increase the number of working hours per shift, shifts per working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate, in the judgment of the Owner, the backlog of work (as allowed by local ordinances and the requirements of the Contract Documents).

3. Reschedule activities to achieve maximum practical concurrence of accomplishment of activities and comply with the revised Construction Progress Schedule.

The Contract Time will be adjusted by the Owner only as defined in the Contract Documents. If the Owner finds that the Contractor is entitled to any extension of the Contract Time under the provisions of this Contract, the Owner will determine the total number of days extensions will be based upon the currently approved Construction Progress Schedule and on all data relevant to the request for extension.

1.04 PRECONSTRUCTION MEETING

The Owner will schedule and administer a preconstruction meeting as specified in the following paragraphs.

The location of the preconstruction conference will be at a site convenient for all parties, as designated by the Owner.

Parties responsible for attending the preconstruction conference are representatives of the Owner, Contractor, and other parties as appropriate.

Agenda:

1. Distribution of copies of the Contract Documents

2. Introduction of project personnel – representatives of the Owner, Contractor, and other parties as appropriate

3. Review and clarification of the responsibilities of project personnel

4. Review and clarification of the lines of communication

5. Review of the Contractor's Construction Management Plan; Construction Progress Schedule; Schedule of Submittals; and list of subcontractors and suppliers

6. Procedures for submission and processing of submittals; and discussion of the importance of complete, correct, and timely submittals

7. Procedures for measurement and payment, including the Schedule of Values, applications for payment, and contract modifications

8. Procedures for Contractor’s submittal of Requests for Information (RFIs), and Owner’s issuance of field orders, interpretations, and clarifications

9. Discussion of construction quality assurance and quality control procedures

10. Procedures for maintaining Project Record Documents

11. Use of premises, including work areas, storage areas, temporary facilities, and housekeeping

PROJECT MANAGEMENT AND COORDINATION 01 31 00-3

procedures

12. Site security and work hours

13. Scheduling for progress meetings

14. Other items as appropriate

1.05 PROGRESS MEETINGS

The Owner will schedule and administer regular progress meetings. If required, additional progress meetings will be held as determined by the Owner.

The location of the progress meetings will be at a site convenient for all parties, as designated by the Owner.

Attendance: Representatives of the Owner, Contractor, and other parties as appropriate.

Agenda:

1. Minutes of previous meeting

2. Health and safety issues

3. Community and/or public issues

4. Construction progress review

a. Contractor’s estimate of planned percent completion compared to actual percent completion

b. Review of activities completed since last meeting

c. Two-week “look-ahead” of anticipated work items

5. Materials and Products:

a. Status of submittal reviews

b. Substitutions

c. Ordering of materials and products, and delivery issues

d. Storage and protection of materials and products

6. Deficiencies:

a. Identification of deficiencies

b. Status of correction

c. Field observations, problems, and conflicts

d. Regulatory and/or environmental issues (permits, etc.)

7. Requests for information

8. Progress payments

9. Contract modifications

10. Action items

11. Other business

1.06 PROJECT COORDINATION AND SCHEDULING

Coordinate scheduling, submittals, and Work of the various sections of the Contract Documents to assure efficient and orderly sequence of installation of interdependent construction elements.

It is the responsibility of the Contractor performing the defined Scope of Work to coordinate the Work with the other trades to accomplish the completion of the total Project within the time required by the overall Project Schedule.

Contractor acknowledges that other trades and scopes of work may be in progress in connection with the Project as required to meet the overall Project Schedule. The Contractor agrees to accommodate the completion of the other trades work, which includes but is not limited to providing necessary barricades and facilities to protect the Work.

Contractor shall initiate the Work in accordance with the Project Schedule and shall thereafter proceed and complete performance of the Work promptly, diligently and in such a manner and sequence with the work of other contractors to permit completion of the Project within the required schedule.

01 31 00-4 PROJECT MANAGEMENT AND COORDINATION

1.07 SCHEDULE OF VALUES

A. Prepare a separate Schedule of Values for each schedule of the Work under the Agreement using format of AIA form G703.

B. Upon request, provide documentation to support the accuracy of the Schedule of Values.

C. Lump Sum Work:

1. Schedule of Values shall include breakdown of costs for materials and equipment, installation, and other costs used in preparing the proposal by the Contractor and each Subcontractor.

2. Break down by Division 02 through 33 with appropriate subdivision of each specification.

3. An unbalanced or front-end loaded schedule will not be acceptable.

4. Summation of the complete Schedule of Values representing all the Work shall equal the Contract Price.

5. List bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, and contract closeout separately.

D. Include separate line item for each allowance.

E. Include list of stored materials and invoices for all materials included on payment application.

F. Submit preliminary Schedule of Values to the Owner for initial review in a spreadsheet format compatible with the latest version of MS Excel. Contractor shall incorporate comments into the Schedule of Values and resubmit to the Owner. The Owner may require corrections and re-submittals until Schedule of Values is acceptable.

1.08 APPLICATIONS FOR PAYMENT

A. Contractor shall for each progress, substantial and final application and certificate for payment for the project use AIA Document G702 (Application and Certification Payment) and G703 (Schedule of Values), current Edition, and shall attach to each application and certificate for payment the required waiver of lien, and submit to the Owner not later than the date each month set forth by the Construction Agreement, or as mutually agreed between the Parties to the Construction Agreement. At a time and date mutually acceptable to the Contractor and the Owner, the Parties shall meet at the Project site to review the Contractor’s preliminary, draft application and certificate for payment for the period covering the preceding thirty (30) calendar days. Based upon the review and determination of monies to be owed and payable to the Contractor by the Owner set forth by the preliminary, draft application and certificate for payment, the Contractor shall promptly prepare and submit the formal application and certificate for payment to the Owner for signature and payment. It is agreed by all the Parties that this proposed early review of the preliminary, draft application and certificate for payment in advance of its due date is intended to speed the review, submittal, approval and payment process for the Contractor for the Work performed and due for payment by the Owner. All lien waivers and other documents required for acceptance for payment by the Owner need only be submitted with the submittal of the formal application and certificate for payment, but it is understood by the Contractor that the advance review does not delete or modify the requirements for the submission of such necessary waivers and other documentation for payment by the Owner.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 31 00

CONSTRUCTION PHOTOGRAPHS 01 32 33-1

SECTION 01 32 33 - CONSTRUCTION PHOTOGRAPHS

1.01 SUMMARY

A. Provisions in this section are mandatory procedures for preparing and submitting construction photographs.

1.02 SUBMITTALS

A. Take progress photographs on a monthly basis. Schedule photography to allow submittal of photos with monthly Application for Payment.

B. Take photographs beginning at the first month of construction activity and terminating at Date of Final Acceptance.

C. Take photographs on same day each month, weather permitting, and at same time of day.

D. Four (4) locations of which photos will be taken will be selected by the Owner. Take photos of same standard location each month, unless otherwise directed by Owner. Assign a number to each of the standard photo locations, for comparison with previous and future submittals.

E. In addition to photographs of standard locations, take eight (8) photographs which best show significant elements of the Work. Locations for these photos shall be selected by the Contractor. Assign a number to each of the non-standard photograph locations, for comparison with previous and future submittals.

F. Provide Aerial Photographs monthly of the project site before, during construction, and upon completion of the project. Photographs shall be four (4) different views that show the entire property.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

A. Submit photographs in electronic copy format, with Contractor’s Application for Payment. Electronic format copy must be a high-resolution JPEG for 8" x 10" print, with a minimum 1536 x 1024-pixel image resolution.

B. Identify each photograph with a photograph number of the location or element of work. Provide a brief written description of the photograph, photograph number, project name, date, and Contractor’s name.

C. Aerial Photographs shall be submitted as high-resolution JPEGs for 8" x 10" print, with a minimum 1536 x 1024 pixel image resolution with each application for payment.

END OF SECTION 01 32 33

SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

1.01 SECTION INCLUDES

A. Initial and Progress Submittals

B. Schedule of Submittals

C. Shop Drawings and Samples

D. General Procedures for Submittals

E. Owner’s review of Submittals

1.02 INITIAL SUBMITTALS

A. Submit the following to the Owner for review not more than fifteen (15) days after issuance of the Notice to Proceed:

1. Construction Management Plan (refer to Section 01 31 00)

2. Spill Prevention, Control and Countermeasures Plan (refer to Section 01 50 00)

3. Initial Construction Progress Schedule (refer to Section 01 31 00)

4. Schedule of Submittals (refer to this Section)

1.03 PROGRESS SUBMITTALS

A. Submit the following to the Owner for review during the progress of the Work and at project completion:

1. Applications for Payment (refer to Contract Documents)

2. Shop drawings, including product data and samples

3. Surveying information (refer to Section 01 71 23)

4. All other miscellaneous submittals not mentioned above but specified in individual specification sections and on the Construction Documents

1.04 SCHEDULE OF SUBMITTALS

A. The Schedule of Submittals shall include the following:

1. List of all submittals required, with applicable specification section number and paragraph number indicated

2. The planned dates for Contractor's submittals

3. The dates approved submittals will be required from the Owner

4. The planned dates of the manufacturing, delivery, and installation of materials, supplies and equipment

B. Maintain an accurate updated Schedule of Submittals. Include the following items:

1. Submittal description and file number assigned as each submittal is made

2. Date sent to the Owner

3. Date returned to Contractor from the Owner

4. Status of submittal

5. Date of resubmittal and return (if applicable)

6. Date material released for fabrication (if applicable)

7. Projected date of fabrication (if applicable)

8. Projected date of delivery to the Site (if applicable)

01 33 00-2 SUBMITTAL PROCEDURES

1.05 SHOP DRAWINGS

A. The term “Shop Drawings” shall be as defined in the Contract Documents. Shop Drawings shall include:

1. Fabrication, erection, setting, and schedule drawings

2. Manufacturers’ scale drawings

3. Manufacturers’ product data (such as manufacturer's product specification and installation instructions, manufacturers’ printed statements of compliance and applicability, catalog cuts, product photographs, production or quality control inspection and test reports and certifications, mill reports, and printed product warranties).

B. All details on Shop Drawings submitted for approval shall clearly show the relationships of the various parts to the main members and lines of the structure or equipment. Where correct fabrication of the Work depends upon field measurements, such measurements shall be made and noted on the Shop Drawings before being submitted for approval.

1.06 SAMPLES

A. Furnish, for the approval of the Owner samples required in the Specifications or requested by the Owner.

Samples shall be delivered to the Owner a in quantities and sizes as specified. A minimum of two (2) samples of each item shall be submitted unless otherwise specified. The Contractor shall pre-pay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in the Work until approved by the Owner.

B. Samples specified in individual sections, include, but are not necessarily limited to, physical examples of the work such as sections of manufactured or fabricated work, small cuts or containers of materials, complete units of repetitively-used products, color/texture/pattern swatches and range sets, specimens for coordination of visual effect, graphic symbols, and units of work to be used by the Owner for independent inspection and testing, as applicable to the Work.

C. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements.

D. Approved samples not destroyed in testing shall be stored at the site of the Work. Approved samples in good condition will be marked for identification and may be used in the Work, unless otherwise directed by the Owner. Materials incorporated in the Work shall match the approved samples. Samples which fail testing or are not approved will be returned to the Contractor at his expense, if so requested at time of submission.

1.07 GENERAL PROCEDURES FOR SUBMITTALS

A. Submit, with reasonable promptness and in such sequence so as to cause no delay in the Contract Work, all Shop Drawings, quality control reports, record drawings, and other submittals required by the Contract Documents. No extension of time will be authorized because of the Contractor's failure to transmit complete and acceptable submittals sufficiently in advance of incorporation of products in the Work.

B. Provide no less than fifteen (15) days for review from the time the Owner receives them, unless otherwise agreed to with the Owner.

C. Submit the number of copies of submittal packages that Contractor requires, plus three (3) copies which will be retained by the Owner.

D. Submittals shall clearly indicate any deviations or variations from the requirements of the Contract Documents.

E. All submittals shall be furnished with the following information at a minimum (as applicable to the submittal):

SUBMITTAL PROCEDURES 01 33 00-3

1. Number and title of the submittal

2. Date of submittal

3. Name of Contractor, subcontractor, and manufacturer

4. Clear identification of contents

5. Contractor’s certification statement as defined in subsection 1.07.F below

6. Specification section reference

7. Contract Drawing number reference

F. Each submittal shall bear a stamp or specific written indication that the Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review and approval of that submittal. The certification shall be signed by the Contractor’s authorized representative, and shall read as follows:

1. “By this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers, and similar data, and I have checked and coordinated each item with other applicable approved Shop Drawings and all Contractor requirements"

G. Submittal packages that do not include the Contractor’s certification statement will be returned to the Contractor, without review at the Owner’s option, for non-conformance with this requirement.

H. Submittals and Shop Drawings to be submitted as digital ‘PDF’ files.

1.08 OWNER’S REVIEW OF SUBMITTALS

A. Owner’s review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Contractor is responsible for compliance with the Contract Documents, confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques (including means, methods, and sequencing) of construction, coordinating the Work with that of all other trades, and performance of the Work in a safe and satisfactory manner. The Owner’s review shall not relieve the Contractor from compliance with the Contract Documents.

B. Contractor shall not begin any work or purchase any materials or products affected by a submittal which has been returned with the notations “Revise and Resubmit” or “Not Acceptable” until a revision or correction of the submittal has been resubmitted and returned with the notations “Approved” or “Approved as Noted”.

Corrections noted on the submittals shall be followed without exception. The Contractor shall be responsible for and bear all costs of damages that may result from the ordering of any material or from proceeding with any part of the Work prior to the review and approval by the Owner of the necessary submittals.

C. Resubmittals will be handled in the same manner as first submittals. On resubmittals the Contractor shall direct specific attention, in writing on the letter of transmittal and on resubmitted Shop Drawings by use of revision triangles or other similar methods, to revisions other than the corrections requested by the Owner on previous submissions. Any such revisions which are not clearly identified shall be made at the risk of the Contractor. The Contractor shall make corrections to any Work done because of this type of revision that is not in accordance with the Contract Documents as may be required by the Owner.

D. Partial submittals will not be reviewed. The Owner will determine the completeness of a submittal.

Submittals not complete will be returned to the Contractor. The Owner may provide a list or mark the submittal directing the Contractor to the areas that are incomplete.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 33 00

QUALITY REQUIREMENTS 01 40 00-1

SECTION 01 40 00 - QUALITY REQUIREMENTS

1.01 SECTION INCLUDES

A. Regulatory requirements

B. References

C. Source quality control testing

D. Quality control of installation

E. Manufacturers' field services and reports

F. Quality Control (QC) services

G. Duties of QC firms and laboratories

H. Limits on authority of QC firm(s)

I. Contractor's responsibilities

1.02 REGULATORY REQUIREMENTS

A. Comply with all applicable local, state, and federal standards and regulations.

1.03 REFERENCES

A. Conform to latest edition of reference industry standards as of the date of the Contract Documents or date otherwise specified in specification sections.

B. If specified reference standards conflict with Contract Documents, request clarification from the Owner before proceeding.

C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.04 SOURCE QUALITY CONTROL TESTING

A. Materials and equipment forming the Work under this Contract are subject to inspection and testing at the point of manufacture or fabrication. Standard specifications for quality and workmanship are indicated in the Contract Documents.

B. Provide statements or certificates from the manufacturers, fabricators and/or suppliers as specified in individual sections.

C. All costs of this testing and providing statements and certificates shall be a subsidiary obligation of the Contractor, and no extra charge to the Project shall be allowed on account of such testing and certification.

01 40 00-2 QUALITY REQUIREMENTS

1.05 QUALITY CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply fully with manufacturers' instructions, including each step-in sequence.

C. If manufacturers' instructions conflict with Contract Documents, request clarification from the Owner Architect before proceeding.

D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Work shall be performed by persons qualified to produce workmanship of specified quality.

1.06 MANUFACTURERS' FIELD SERVICES AND REPORTS

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel (representatives) to observe and document site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, testing and adjusting of equipment as applicable, and initiation of instructions when necessary.

B. Submit qualifications of manufacturers' and suppliers' representatives to the Owner fifteen (15) days in advance of required observations. Representatives are subject to approval by the Owner.

C. The suppliers' or manufacturers' representatives shall report observations and site decisions, or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

1.07 QUALITY CONTROL SERVICES

A. Owner will employ and pay for the services of inspection Quality Control (QC) firm(s) to perform specified inspection and testing services. The Contractor is responsible for requesting and scheduling testing services when needed.

B. Performance of the quality control inspection and testing by Owner’s QC firm(s) shall in no way relieve the Contractor of obligation to perform the Work in accordance with requirements of the Contract Documents.

C. Retesting required because of non-conformance to specifications will be charged to the Contractor by deducting inspection and testing charges from the Contract Price. Retesting charges will be determined in accordance with testing firm's standard fee schedule.

D. Contractor shall allow sufficient time in the Construction Progress Schedule for quality control testing, evaluation, and reporting of test results. Contractor shall give particular attention to this in areas where results/approvals will be required prior to continuing with the Work.

E. If Contractor elects to continue with work in advance of receipt of test results and the Owner’s approval, it shall be understood that it shall be entirely at the Contractor's risk. The Owner will not be responsible for consequential delays attributable to failing test results or retesting requirements.

F. Contractor is responsible for coordination of testing and is liable for the cost of any site visits that the Contractor schedules if the site is not ready for inspection upon arrival.

QUALITY REQUIREMENTS 01 40 00-3

1.08 DUTIES OF QC FIRMS AND LABORATORIES

A. The Owner’s QC Firm(s) shall:

1. Provide qualified personnel at the site.

2. Cooperate with the Owner and Contractor in performance of services.

3. Perform specified inspection, sampling, and testing of products in accordance with specified standards.

4. Promptly notify the Owner of observed irregularities or non-conformance of Work or Products.

5. Perform additional inspections and tests required by the Owner.

1.09 LIMITS ON AUTHORITY OF QC FIRM(S)

A. The Owner’s QC Firm(s) shall not release, revoke, alter, or enlarge on requirements of Contract Documents.

B. The Owner’s QC Firm(s) shall not approve or accept any portion of the Work and shall not assume any duties of the Contractor or Owner.

1.10 CONTRACTOR'S RESPONSIBILITIES

A. Furnish incidental labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at the Site or at the source of products to be tested.

3. To facilitate inspections and tests.

4. For storage and curing of test samples as required.

B. Coordinate with the Owner sufficiently in advance of construction operations to allow for assignment of personnel and scheduling of tests and inspections.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 40 00

TEMPORARY FACILITIES AND CONTROLS 01 50 00-1

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

1.01 SECTION INCLUDES

A. Submittals

B. Temporary utilities

C. Temporary sanitation facilities

D. Protection of existing utilities and surface facilities

E. Protection of installed work

F. Fencing and other barriers

G. Public traffic control

H. Construction roads and parking

I. Site security

J. Site cleaning

K. Noise control

L. Control of pollutants

M. Dust control

N. Field offices (provided by the Contractor)

1.02 SUBMITTALS

A. The following submittals referenced in this Section shall be submitted to the Owner within the time period specified in subsection 1.02.A of Section 01 33 00.

1. Traffic Control Plan (see subsection 1.09)

2. Spill Prevention, Control and Countermeasures Plan (see subsection 1.14)

3. Layout plan for temporary field offices; include as part of the Construction Management Plan specified in Section 01 31 00.

1.03 TEMPORARY UTILITIES

A. Temporary Power and Lighting

1. Connect to existing power service to provide required temporary electricity for the Work. Pay all costs for connection and use of service.

2. Temporary electrical utilities shall be installed by a licensed electrician. All electrical connections shall meet appropriate NEMA ratings consistent with the intended service. Comply with National Electrical Code (NEC) and all other applicable federal, state, and local codes and regulations.

3. Coordinate with local electric utility and the Owner. Obtain any necessary permits.

4. Provide and maintain adequate lighting for construction operations and field offices in accordance with

01 50 00-2 TEMPORARY FACILITIES AND CONTROLS

applicable codes and regulations.

5. Pay costs for power service during construction.

B. Temporary Water

1. Connect to existing water source for construction operations. Pay all costs for installation, maintenance, and use of the water service. Install flow meters, pipelines and accessories as required by the local water authority.

2. Coordinate with local water utility and the Owner. Obtain any necessary permits.

3. Provide and pay for adequate…