Ukiah City Council
November 19, 2025

Mitigation and Monitoring Requirements
01150-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01150 (CONFORMED) SECTION 01150

MITIGATION AND MONITORING REQUIREMENTS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Mitigation and monitoring requirements relating to environmental impacts.

1.02 REFERENCES
A. California Code of Regulations (CCR).

1. Title 13, Section 2485 - Airborne Toxics Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling.

1.03 SUBMITTALS
A. General:

1. Submit data as specified in Section 01330 - Submittal Procedures.

2. As described in Appendix A - Mitigation Monitoring and Reporting Program.

B. Dust abatement program:

1. Certifications that construction equipment is maintained and properly tuned.

C. Qualifications of wildlife biologist performing worker education and biological resource surveys.

D. Pre-construction biological resource surveys.

E. Archeological reports.

F. Qualifications of archaeological monitor present during construction activities impacting soils below fill deposits.

G. Daily site report for archaeological monitor.

H. Cultural sensitivity training materials and certificates of completion for construction crew.

PART 2 MITIGATION AND MONITORING REQUIREMENTS FOR ENVIRONMENTAL

IMPACTS

2.01 GENERAL
A. Contractor is responsible for implementation of all of the mitigation measures described in Table A of Appendix A - Mitigation Monitoring and Reporting Program.

Mitigation and Monitoring Requirements
01150-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01150 (CONFORMED) B. If any discovery of any potential tribal cultural resource and/or archaeological or historical resource is made, the following actions must occur:

1. Contractor must notify the Party Contacts and the Division’s Deputy Director by phone and email as well as the Division by phone at 916-327-9978 and by emailing [email protected] within 24 hours. a. Party Contacts:

State Water Board City of Ukiah
Section: Division of Financial Assistance -
Name: Jody Hack, Project Manager Sage Sangiacomo, City
Manager
Phone: 916-341-5811 707-463-6221
Email: [email protected] [email protected] b. Division’s Deputy Director:

State Water Board
Section: Division of Financial Assistance
Name: Joe Karkoski, Deputy Director
Phone: 916-341-5618
Email: [email protected]

2. If discovery is made during construction or Project implementation, Contractor must ensure that all work in the area of the find will cease until a qualified archaeologist has evaluated the situation and made recommendations regarding preservation of the resource, and the Division has determined what actions should be taken to protect and preserve the resource.

3. Contractor must implement appropriate actions as directed by the Division.

2.02 HAZARDS AND HAZARDOUS MATERIAL
A. As described in Table A of Appendix A - Mitigation Monitoring and Reporting Program and as specified in Section 01354 - Hazardous Material Procedures.

PART 3 EXECUTION (NOT USED)

END OF SECTION

Measurement and Payment
01220-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01220 (CONFORMED) SECTION 01220

MEASUREMENT AND PAYMENT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Procedures for measurement and payment of Work under this Contract for lump sum items and unit prices.

1.02 REFERENCES
A. Occupational Safety and Health Administration (OSHA).

1.03 LUMP SUM ITEMS
A. Items 4, 19, and 31: Temporary Excavation Support:

1. Measurement:
a. Sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches and open excavation, in accordance with California Labor Code §6707.
b. Requirements as specified in Section 02260 - Excavation Support and Protection.
c. Measurement for payment will be Lump Sum.

2. Payment:
a. Lump sum.

B. Items 3, 6, 7, 8a, 8c, 8d, 8e, 8f, 9, 10, 11, 12, 13, 14, 15a, 15b, 16, 17, 18, 21, 22, 23, 24, 25, 27a, 27b, 28, 29, 30, 40, 45, 46, 47, and 48: Lump sum Item:

1. Measurement:
a. Includes costs including Contractor's fee for overhead and profit for continuous, full-time management of the Contract as described in the Contract Documents, covering a period of time not less than from the Notice to Proceed through the entire length of the allowable Contract Times specified in the Contract Documents.

2. Payment:
a. Lump sum.

C. Item 2: Traffic Control:

1. Measurement:
a. Includes work required for management including but not limited to temporary striping, signage, delineators, K-rails, cones, labor, flagmen, temporary fence, and equipment necessary for traffic control during the course of the work.
b. Measurement for payment shall be by percent complete.

2. Payment:
a. Lump sum.

Measurement and Payment
01220-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01220 (CONFORMED) D. Items 5, 20, and 32: Dewatering:

1. Measurement:
a. Includes work for dewatering and other appurtenant work and materials. b. Measurement for payment shall be based on each.

2. Payment:
a. Per lump sum.

1.04 UNIT PRICE ITEMS
A. Measurement of quantities:

1. Work paid at a unit price times number of units measured will be measured by Engineer in accordance with United States Standard Measures:
a. 1 ton shall consist of 2,000 pounds avoirdupois.

2. Provide and pay for accurate scales:
a. Use platform scales of sufficient size and capacity to permit the entire vehicle or combination of vehicles to rest on the scale platform while being weighed.
b. Combination vehicles may be weighed as separate units provided they are disconnected while being weighed.
c. Have scales inspected and certified as often as necessary to ascertain accuracy.
d. Furnish weigh slips and daily summary weigh sheets to Engineer. e. When material is shipped by rail, certified car weights will be acceptable, provided that not more than the actual weight of material will be paid, without consideration of minimum car weight used for assessing freight tariff:
f. Car weight will not be acceptable for materials passing through mixing plants.
g. Daily, or at shorter intervals when necessary to ensure accuracy, weigh empty trucks used to haul material paid by weight:
h. Provide such trucks with plain, unique, permanent, legible identification marks.

3. Reinforcing steel, steel shapes, castings, and similar items paid by weight will be measured by handbook weights for the type and quantity indicated for the Work.

B. Item 8b: AWT Tank Coating (per Specification Section 09960):

1. Measurement:
a. Includes removal of existing coating as required and surface preparation. b. Includes environmental controls as required for coating application. c. Includes new coating as specified in Section 09960 - High-Performance Coatings.
d. Measurement and payment shall be by square foot of coating applied.

2. Payment:
a. Per square foot applied.

C. Items 33, 34, 35, 36, 37, 38, and 39: PVC pipeline in trench:

1. Measurement:
a. Includes work for pipe materials and installation; protection and support of utilities adjacent to the Work; excavation, temporary excavation support, soil hauling and disposal, geogrid, stabilization fabric, backfilling,

Measurement and Payment
01220-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01220 (CONFORMED) compaction, fine grading, elevation adjustments; pipe testing; marking tape; and other appurtenant work and materials.
b. Includes work for completely restoring property affected by construction operations to its original or required condition, including fence replacement, preliminary grading, placement of topsoil, fine grading, grass sodding or seeding (if required), and final cleanup including removal of stormwater pollution prevention systems and removal of equipment or materials related to construction.
c. Includes work for hydrostatic testing, disinfection (water line only), and activation of pipeline, if applicable.
d. Measurement for payment shall be by linear foot from starting point through center of manholes (sewer only) or to the outside face of launching and receiving shafts at the tunnel break-out or break-in.

2. Payment:
a. Per linear foot installed.

D. Item 26: Construct New Manholes:

1. Measurement:
a. Includes work for constructing new manholes as indicated on the Drawings.
b. Also included is saw cutting and removal of existing pavement outside of the limits of trenching for new pipeline, excavation outside the limits of the new piping, furnishing and installing cast-in-place concrete manhole base with smooth shaped channels, bedding, backfill, compaction, elevation adjustments, pipe stub outs, connections to pipes, joint seals, patch liner at joints and pipe penetrations, air testing of manholes, and temporary pavement or surfacing, restoration of existing improvements and installation of manhole frames and covers.
c. Measurement for payment shall be based on each.

2. Payment:
a. Unit price.

E. Items 41, 42, 43, 44: Recycled Water Pipeline Valves and Appurtenances:

1. Measurement:
a. Includes work as indicated on the Drawings.
b. Measurement for payment shall be based on each.

2. Payment:
a. Unit price.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Contract Modification Procedures
01260-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01260 (CONFORMED) SECTION 01260

CONTRACT MODIFICATION PROCEDURES
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Administrative and procedural requirements for executing a change in the Work.

1.02 PRELIMINARY REQUIREMENTS
A. Change Order Cost Basis Summary Form:

1. Submit a sample to Engineer for review within 15 calendar days following Notice to Proceed.
a. Items will be reviewed and their value, percentage, or calculation method mutually agreed to by the Contractor and Owner prior to executing a Change Order on the Project.

2. Used by the Contractor for pricing each Change Order required for additions, deletions, or revisions in the Work.

3. Include the following information:
a. Agreed upon markups, percentages, and procedures for calculating all surcharges, etc. associated with the Cost of the Change Order Work. b. References for unit price information and special unit price information. c. Attachments with the following information:
1) Certified labor rates breakdown.
2) Equipment rates.
3) Bond and insurance rates (PI&I).

1.03 REQUEST FOR INFORMATION OR INTERPRETATION (RFI)
A. Contractor may issue RFIs to request interpretation of the documents or to request for information that may be missing.

B. General Instructions:

1. Number RFIs consecutively.
a. Add a consecutive letter to the RFI number on modified submittals of the same RFI (i.e., RFI 4B).

2. Provide RFI for 1 item.
a. There may be exceptions when multiple items are so functionally related that expediency indicates review of the group of items as a whole. b. RFIs with multiple items will be rejected without review.

Contract Modification Procedures
01260-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01260 (CONFORMED)

3. Contractor sign and date RFIs indicating review and approval. a. Contractor’s signature indicates that they have satisfied RFI review responsibilities and constitutes Contractor's written approval of RFI. b. RFIs without Contractor's signature will be returned to the Contractor unreviewed. Subsequent submittal of this information will be counted as the first resubmittal.

C. Engineer will render a written clarification, interpretation, or decision on the issue submitted or initiate an amendment or supplement to the Contract within 21 days.

1. In the event the Contractor identifies an RFI as critical to the progress of the project, Engineer will make every effort to reduce the RFI response time.

1.04 PRELIMINARY PROCEDURES
A. Owner or Engineer may initiate changes by submitting a Request for Proposal (RFP) to Contractor including the following information:

1. Detailed description of the Change, Products, and location of the change in the Project.

2. Supplementary or revised drawings or specifications.

3. Projected time span for making the change, and a specific statement if overtime work is authorized.

4. A specific period of time during which the requested price will be considered valid.

5. Such request is for information only, and is not an instruction to execute the changes, or to stop work in progress.

B. Contractor may initiate changes by submitting a Change Proposal to Engineer containing the following:

1. Description of proposed changes.

2. Reason for making changes.

3. Specific period of time during which requested price will be considered valid.

4. Effect on Total Contract Cost and/or Contract Time.

5. Documentation supporting any change in Total Contract Cost and/or Contract Time, as appropriate.

1.05 WORK CHANGE DIRECTIVE AUTHORIZATION
A. In lieu of a Request for Proposal (RFP), Engineer may issue a Work Change Directive Authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order.

B. Authorization will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change and will designate method of determining any change in the Contract Sum and/or the Contract Time, as appropriate.

C. Owner and Engineer will sign and date the Work Change Directive Authorization as authorization for the Contractor to proceed with the changes.

D. Contractor may sign and date the Work Change Directive Authorization to indicate agreement with the terms.

Contract Modification Procedures
01260-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01260 (CONFORMED)

1.06 DOCUMENTATION OF CHANGE PROPOSALS
A. Change proposal:

1. Support with sufficient substantiating data to allow Engineer to evaluate the quotation.
a. Lump sum.
b. Unit prices: Use previously established unit prices. c. Time-and-material/force account basis:
1) Name of the Owner’s authorized agent who ordered the work, and date of the order.
2) Dates and times work was performed, and by whom.
3) Time record, summary of hours worked, and hourly rates paid. 4) Receipts and invoices for:
a) Equipment used, listing dates and times of use.
b) Products used, listing of quantities.
c) Subcontracts.

2. Provide additional data to support time and cost computations:
a. Labor required.
b. Equipment required.
c. Products required:
1) Recommended source of purchase and unit cost.
2) Quantities required.
d. Taxes, insurance, and bonds.
e. Credit for work deleted from Contract, similarly documented. f. Overhead and profit.
g. Justification for change to Contract Time.

1.07 PREPARATION OF CHANGE ORDERS AND FIELD ORDERS
A. Engineer will prepare each Change Order and Field Order.

B. Change Orders:

1. Will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change.

2. Will provide an accounting of the adjustment in the Contract Sum and in the Contract Time.

3. Recommendation of Change Proposal is indicated by Engineer's signature.

4. Upon signature and execution by Owner, the Change Proposal becomes a Change Order altering the Contract Time and Total Contract Cost, as indicated.
a. Owner’s Representative will transmit one signed copy each to Contractor and Engineer.

5. Contractor may only request payment for changes in the Work against an approved Change Order.

6. If either Engineer or Owner’s Representative disapproves the Change Proposal, the reason for disapproval will be stated.
a. A request for a revised proposal or cancellation of the proposal will be shown.

Contract Modification Procedures
01260-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01260 (CONFORMED) C. Field Orders:

1. Order minor changes in the Work without changes in Contract Price or Contract Times.

1.08 LUMP-SUM/FIXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:

1. Engineer’s Proposal Request and Contractor’s responsive Change Proposal as mutually agreed between Owner and Contractor.

2. Contractor’s Change Proposal for a change, as recommended by Engineer.

B. Owner and Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time and serve as authorization for the Contractor to proceed with the changes.

C. Contractor will sign and date the Change Order to indicate agreement with the terms.

1.09 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:

1. Engineer’s definition of the scope of the required changes.

2. Contractor’s Change Proposal for a change, recommended by Engineer.

3. Survey of completed work.

B. The amounts of the unit prices to be:

1. Those stated in the Contract.

2. Those mutually agreed upon between Owner and Contractor.

C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work:

1. Owner and Engineer will sign and date the Change Order as authorization for Contractor to proceed with the changes.

2. Contractor will sign and date the Change Order to indicate agreement with the terms.

D. When quantities of the items cannot be determined prior to start of the work:

1. Engineer or Owner will issue a Work Change Directive authorization directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices.

2. At completion of the change, Engineer will determine the cost of such work based on the unit prices and quantities used.

3. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time.

E. Owner and Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time and serve as authorization for the Contractor to proceed with the changes.

F. Contractor will sign and date the Change Order to indicate their agreement with the terms.

Contract Modification Procedures
01260-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01260 (CONFORMED)

1.10 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/WORK CHANGE

DIRECTIVE AUTHORIZATION
A. Engineer will issue a Work Change Directive for the Owner’s signature authorizing Contractor to proceed with the changes.

B. At completion of the change, Contractor shall submit itemized accounting and supporting data as specified in this Section.

C. Engineer will determine the allowable cost of such work, as provided in the Contract Documents.

D. Owner and Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time and serve as authorization for the Contractor to proceed with the changes.

E. Contractor will sign and date the Change Order to indicate their agreement.

1.11 CORRELATION WITH CONTRACTOR’S SUBMITTALS
A. Periodically revise Schedule of Values and Applications for Payment forms to record each Change Order as a separate item of Work, and to record the adjusted Contract Sum.

B. Periodically revise the Construction Schedule to reflect each change in Contract Time. Revise subschedules to show changes for other items of work affected by the changes.

C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Schedule of Values
01292-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01292 (CONFORMED) SECTION 01292

SCHEDULE OF VALUES
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements for preparation, format, and submittal of Schedule of Values.

1.02 PREPARATION
A. Schedule of Values shall be a listing of all cost loaded, on-site construction activities from the progress schedule, listed in numerical order, showing that the sum total of all cost-loaded activities equal the Contract value.

B. When the schedule is changed or revised to include added or deleted work, the Schedule of Values shall also be revised such that the sum total of all cost-loaded activities continuously equal the current Contract value.

1. Equate the aggregate of these costs to the Lump Sum Contract Price.

C. Prepare Schedule of Values identifying costs of Major Items of Work.

1.03 SUBMITTALS
A. Submit Schedule of Values for the Preliminary Schedule as specified in, Section 01321 - Schedules and Reports.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Applications for Payment
01294-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01294 (CONFORMED) SECTION 01294

APPLICATIONS FOR PAYMENT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Procedures for preparation and submittal of Applications for Payment.

1.02 FORMAT
A. Develop satisfactory spreadsheet-type form generated by downloading cost data from the Progress Schedule.

1. Submit payment requests and attach spreadsheet with cost data related to Progress Schedule.

B. Fill in information required on form.

C. When Change Orders are executed, add Change Orders at end of listing of scheduled activities:

1. Identify change order by number and description.

2. Provide cost of change order in appropriate column.

D. After completing, submit Application for Payment.

E. Engineer will review application for accuracy. When accurate, Engineer will transmit application to Owner for processing of payment.

F. Execute application with signature of responsible officer of Contractor.

1.03 SUBSTANTIATING DATA
A. Provide Substantiating Data identifying:

1. Project.

2. Application number and date.

3. Cost flow summary.

4. Updated schedule of values.

5. Progress schedule.

6. Detailed list of enclosures.

7. Stored products log.

8. Equipment log.

9. Submit “certified” payroll, if applicable.

10. Record (as-built) documents.

11. Photos and videos from current pay period.

12. Applicable unconditional waiver and release on progress payment for previous payment made by Owner.

Applications for Payment
01294-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01294 (CONFORMED)

1.04 SUBMITTALS
A. Submit Application for Payment and Substantiating Data with cover letter.

1.05 PAYMENT REQUESTS
A. Prepare progress payment requests on a monthly basis. Base requests on the breakdowns of costs for each scheduled activity and the percentage of completion for each activity.

B. Indicate total dollar amount of work planned for every month of the project. Equate sum of monthly amounts to Lump Sum Contract Price.

C. Generate Progress Payment request forms by downloading cost data from the schedule information to a spreadsheet type format.

D. Identify each activity on the Progress Schedule that has a cost associated with it, the cost for each activity, the estimated percent complete for each activity, and the value of work completed for both the payment period and job to date.

E. Prepare summary of cost information for each Major Item of Work listed in the Schedule of Values. Identify the value of work completed for both the payment period and job to date.

F. Payment period:

1. Monthly Application for Payment period shall begin on the 1st day of each month, and end on the last day of each month.

2. Submit Application for Payment to Engineer no later than the 5th day of each month for work completed the previous month.

3. Engineer will finalize and submit recommendation for Application for Payment to Owner by the 15th day of each month to allow time for processing and approval.

1.06 COST SUMMARIES
A. Prepare Summary of Cost Information for each Major Item of Work listed in the Schedule of Values. Identify the Value of Work Completed for both the payment period and job to date.

B. Cash flow summary: Prepare cash flow summary, indicating total dollar amount of work planned for each month of the project. Equate sum of monthly amounts to Lump Sum contract price.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Project Meetings
01312-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED) SECTION 01312

PROJECT MEETINGS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements for conducting conferences and meetings for the purposes of addressing issues related to the Work, reviewing and coordinating progress of the Work and other matters of common interest, and includes the following:

1. Qualifications of Meeting Participants.

2. Basic Meeting Requirements

3. Pre-construction Conference.

4. Pre-construction Safety Conference.

5. Pre-submittal Conference.

6. Web Based Construction Document Management Software Training.

7. Progress Meetings.

8. Schedule Update Meetings.

9. Quality Control Meetings.

10. Pre-Installation Meetings.

11. Maintenance Of Plant Operations (MOPO) Meetings.

12. Commissioning Coordination Meetings.

13. Instrumentation and Control Coordination Meetings.

14. Close-out Meeting.

15. Post Construction Meeting.

1.02 QUALIFICATIONS OF MEETING PARTICIPANTS
A. Representatives of entities participating in meetings shall be qualified and authorized to act on behalf of entity each represents.

1.03 BASIC MEETING REQUIREMENTS
A. Attendees:

1. Meeting leader shall require attendance of parties directly affecting, or affected by, Work being discussed at the meeting.

B. Location:

1. In location convenient for most invitees.

C. Notification:

1. Meeting leader shall notify attendees of meeting, including an agenda, a minimum of 7 days prior to meeting.

Project Meetings
01312-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED) D. Agenda:

1. Meeting leader shall prepare copies of agenda for participants and distribute at the meeting.

2. Minimum requirements:
a. Meeting purpose.
b. Review minutes of previous meeting.
c. Safety and security.
d. Discuss issues.
e. Action items.
f. Next meeting.

E. Meeting minutes:

1. Meeting leader shall provide draft minutes within 7 days of meeting and send to all attendees for comment within 7 days.

2. Meeting leader shall incorporate comments from attendees and submit final meeting minutes to attendees within 7 days of receipt of comments.

1.04 PRE-CONSTRUCTION CONFERENCE
A. Engineer leads the meeting.

B. Timing:

1. Upon issuance of Notice to Proceed, or earlier when mutually agreeable.

C. Attendees:

1. Contractor's project manager and superintendent, Owner, Engineer, representatives of utilities, major subcontractors and others involved in performance of the Work, and others necessary to agenda.

D. Agenda minimum requirements:

1. Meeting purpose:
a. To establish working understanding between parties and to discuss Construction Schedule, shop drawing and other submittals, cost breakdown of major lump sum items, processing of submittals and applications for payment, and other subjects pertinent to execution of the Work.

2. Review minutes of previous meeting.

3. Adequacy of distribution of Contract Documents.

4. Distribution and discussion of list of major subcontractors and suppliers.

5. Proposed progress schedules and critical construction sequencing.

6. Major equipment deliveries and priorities.

7. Project coordination.

8. Designation of responsible personnel.

9. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change Orders.
e. Request for Information/Interpretations.
f. Applications for Payment.
g. Record Documents.

Project Meetings
01312-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED)

10. Use of premises:
a. Office, construction, and storage areas.
b. Owner's requirements.

11. Construction facilities, controls, and construction aids.

12. Temporary utilities.

13. Safety and first aid procedures.

14. Security procedures.

15. Housekeeping procedures.

16. Safety and security.

17. Review proposed photographer submittal.

18. Action items.

19. Next meeting.

1.05 PRE-CONSTRUCTION SAFETY CONFERENCE
A. Engineer leads the meeting.

B. Timing:

1. Upon issuance of Notice to Proceed, or earlier when mutually agreeable.

C. Attendees:

1. Contractor's project manager, safety representative, and superintendent; Owner, Engineer, representatives of utilities, major subcontractors and others involved in performance of the Work, and others necessary to agenda.

D. Agenda minimum requirements:

1. Meeting purpose:
a. To establish safety procedures and identify lead participants.

2. Review minutes of previous meeting.

3. Safety and first aid procedures.

4. Review of Experience Modification Rating for Contractor and each subcontractor.

5. Security procedures.

6. Housekeeping procedures.

7. Safety and security.

8. Action items.

9. Next meeting.

1.06 PRE-SUBMITTAL CONFERENCE
A. Engineer leads the meeting.

B. Timing:

1. Prior to producing any submittals.

C. Attendees:

1. Contractor's project manager and superintendent, Owner, Engineer, representatives of utilities, major subcontractors, individual equipment manufacturers furnishing major pieces of equipment, and others involved in performance of the Work, and others necessary to agenda.

Project Meetings
01312-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED) D. Agenda minimum requirements:

1. Meeting purpose:
a. Reviewing the entire Project, equipment, schedules, and submittal requirements.

2. Review equipment list.

3. Review submittal schedule.

4. Format of submittals.

5. Procedures and processing of submittals.
a. Review turn-around time.

6. Discuss specific electrical and instrumentation and controls submittal requirements.

7. Safety and security.

8. Action items.

9. Next meeting.

1.07 PROGRESS MEETINGS
A. Engineer will lead the meeting.

B. Timing:

1. Hold meetings throughout progress of the Work at maximum weekly intervals.

C. Attendees:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, superintendent, quality control manager, project scheduler, major subcontractors and suppliers as appropriate to agenda topics for each meeting.

2. Additional invitees:
a. Owner utility companies when the Work affects their interests, and others necessary to agenda.

D. Agenda minimum requirements:

1. Meeting purpose:
a. To discuss project progress.

2. Review minutes of previous meeting.

3. Safety and security.

4. Construction schedule summary.

5. Review of 6 weeks schedule.
a. Contractor shall provide printed hard copies for each attendee.

6. Review of off-site fabrication and delivery schedules.

7. Review of submittals schedule and status of submittals.

8. Request for information (RFI’s) status.

9. MOP’s/shutdown coordination.

10. Change order management status.

11. Maintenance of quality standards (QA/QC).

12. Field observations, problems, and conflicts.

13. Commissioning.

14. Partnering recognition status (optional).

15. General Items.

16. Action items.

17. Next meeting.

Project Meetings
01312-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED)

1.08 SCHEDULE UPDATE MEETINGS
A. Contractor leads the meeting.

B. Timing:

1. Hold meetings throughout progress of the Work at maximum monthly intervals.

C. Attendees:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, General Superintendent, project scheduler, major subcontractors and suppliers as appropriate to agenda topics for each meeting.

2. Additional invitees:
a. Owner utility companies when the Work affects their interests and others necessary to the agenda.

D. Agenda minimum requirements:

1. Meeting purpose:
a. Discuss project schedule.

2. Review minutes of previous meeting.

3. Review Monthly Schedule, (Actual Progress and Variance). a. “Activities Started/Completed” this period.
b. “Activities Started/Completed” “Variance” Baseline vs. current. c. “Added/Deleted Activities”.
d. “Revised Activity Descriptions”.
e. Any significant Proposed Logic Changes.

4. Review milestone “Substantial Completion” Schedule:
a. “Critical” Activities - “Critical Area, Float and Vital Statistics”.

5. Review “Cumulative and Monthly Costs” graph.

6. Review “Budgeted Cost” indicating the Current Project Budgeted Cost.

7. Safety and security.

8. Action items.

9. Next meeting.

1.09 QUALITY CONTROL MEETINGS
A. Contractor leads the meeting.

B. Timing:

1. Hold meetings throughout progress of the Work at maximum weekly intervals.

C. Attendees:

1. Engineer, Construction Manager and staff, Contractor’s Quality Control Manager, and staff.

D. Agenda minimum requirements:

1. Meeting purpose:
a. Discuss quality control activities.

2. Review minutes of previous meeting.

3. Review of Work progress and schedule.

4. Review of out-of-compliance inspection or test results.

5. Field observations, problems, and decisions.

Project Meetings
01312-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED)

6. Review of offsite fabrication and delivery schedules.

7. Planned progress during succeeding work period.

8. Coordination of required inspections and tests.

9. Review 6-week schedule report with upcoming inspections and special tests.

10. Maintenance of quality and work standards.

11. Other business relating to Work.

12. Safety and security.

13. Action items.

14. Next meeting.

1.10 PRE-INSTALLATION MEETINGS
A. Contractor leads the meeting.

B. Timing:

1. When specified in Technical Sections or requested by Engineer, convene pre-installation meeting at Project site before commencing Work of specific section.

C. Attendees:

1. Require attendance of parties directly affecting, or affected by installation, including Engineer, specific work crews, Owner’s construction, operations, and maintenance staff.

D. Agenda minimum requirements:

1. Meeting purpose:
a. Review conditions of installation, preparation and installation procedures. b. Review coordination with related work.

2. Review minutes of previous meeting.

3. Safety and security.

4. Action items.

5. Next meeting.

1.11 PRE-SHUTDOWN MEETINGS
A. Contractor leads the meeting.

B. Timing:

1. Short-term and longer-term shutdowns and other tie-ins that require an Owner approved MOP require a pre-shutdown meeting at Project site at least 3 working days prior to commencing shutdown for tie-in or modification of specific plant systems.

C. Attendees:

1. Require attendance of parties directly affecting, or affected by shutdown, including Engineer, specific work crews, Owner’s construction, operations, and maintenance staff.

Project Meetings
01312-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED) D. Agenda minimum requirements:

1. Meeting purpose:
a. Coordinate shutdown activities.

2. Review minutes of previous meeting.

3. Review accepted Construction Method of Procedure (MOP), as specified in Attachment A of Section 01140 - Work Restrictions, including conditions of shutdown, preparation, and installation procedures.

4. Review timelines and sequences.

5. Review responsibilities.

6. Review dry run plan and schedule, as necessary.

7. Review coordination with related work.

8. Safety and security.

9. Action items.

10. Next meeting.

1.12 COMMISSIONING COORDINATION MEETINGS
A. Contractor leads the meeting.

B. Timing:

1. Separate commissioning coordination meetings will be scheduled as required by Engineer.

C. Attendees:

1. Require attendance of parties directly affecting, or affected by process start-up and testing, including Engineer, Commissioning Coordinator, specific work crews, Owner’s operations, and maintenance staff.

D. Agenda minimum requirements:

1. Meeting purpose:
a. Coordinate commissioning activities.

2. Review minutes of previous meeting.

3. Review Commissioning Schedule.

4. Review Owner Training Schedule.

5. Review test plans.

6. Review accepted Construction Method of Procedure (MOP), as specified in Attachment A of Section 01140 - Work Restrictions.

7. Owner makes final decision for commissioning GO or NO GO.

8. Safety and security.

9. Action items.

10. Next meeting.

1.13 INSTRUMENTATION AND CONTROL COORDINATION MEETINGS
A. Meetings and conferences as specified in Section 17050 - Common Work Results for Process Control and Instrumentation Systems.

Project Meetings
01312-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED)

1.14 CLOSE-OUT MEETING
A. Engineer leads the meeting.

B. Timing:

1. After punch list items are completed.

C. Attendees:

1. Owner, Engineer, Contractor, Contractor’s Project Manager, and Superintendent.

D. Agenda minimum requirements:

1. Meeting purpose:
a. Coordinate close-out activities.

2. Review minutes of previous meeting.

3. Review punch list completion.

4. Transfer of record documents.

5. Finalize payment.

6. Safety and security.

7. Action items.

8. Next meeting.

1.15 POST CONSTRUCTION MEETING
A. Engineer leads the meeting.

B. Attendees:

1. Engineer, Contractor, appropriate manufacturers, and installers of major units of constructions, affected subcontractors, and Owner’s operations and maintenance staff.

C. Timing:

1. About 11 months after date of Substantial Completion.

D. Location:

1. Meet in Owner’s office or other mutually agreed upon place.

E. Agenda minimum requirements:

1. Meeting purpose:
a. Review project for compliance with Contract Documents.

2. Inspect the Work and draft list of items to be completed or corrected.

3. Review service and maintenance contracts and take appropriate corrective action when necessary.

4. Complete or correct defective work and may extend correction period .

5. Safety and security.

6. Action items.

7. Next meeting.

Project Meetings
01312-9 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01312 (CONFORMED) PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Schedules and Reports
01321-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) SECTION 01321

SCHEDULES AND REPORTS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Schedules and reports.

1.02 SUBMITTAL REQUIREMENTS
A. Submit preliminary and baseline schedule.

B. Submit preliminary and baseline schedule of values.

C. Submit preliminary and baseline schedule of submittals.

D. Submit, on a monthly basis, updated schedules as specified.

E. Submit final schedule update as specified.

F. Submit revised schedules and time impact analyses as specified.

G. Submit schedules in the media and number of copies as follows:

1. Provide each submittal in PDF format and in other formats specified in this Section.

2. 3 sets of the CPM network and/or bar chart (as specified by the Owner) on D-size sheets.
a. Color-coding to be specified by the Owner.

3. 3 sets of tabular reports listing all activities sorted numerically identifying duration, early start, late start, early finish, late finish, total float, and all predecessor/successor information.

4. 2 sets of CPM Schedule data electronic files in a native backed-up file (.xer).

1.03 SCHEDULER
A. Designate, in writing and within 5 calendar days after Notice of Award, the person responsible for preparation, maintenance, updating, and revision of all schedules.

B. Qualifications of scheduler:

1. Authority to act on behalf of Contractor.

2. A minimum of 5 years verifiable experience in preparation of construction schedules for projects of similar value, size, and complexity.

3. Knowledge of critical path method (CPM) scheduling utilizing Primavera P6 Professional software.

Schedules and Reports
01321-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) C. References:

1. Submit written reference of 3 project Owners who have personal experience with this scheduler on previous projects.

2. Identify name, address, telephone number, project name, and cost.

D. Owner reserves the right to disapprove scheduler when submitted by Contractor if not qualified.

E. Owner reserves the right to remove scheduler from the project if found to be unqualified.

1.04 SCHEDULING FORMAT AND SOFTWARE
A. Schedule format: Utilize CPM format.

B. Prepare computerized schedule utilizing Primavera P6 Professional software, most current version.

1. Provide 1 licensed copy of the scheduling software to the engineer, registered in the Engineer’s name, for the duration of the project.

2. The provided copy of the software shall be a standalone version for installation on a standalone computer.

C. Contractor and Engineer must agree on the format.

1.05 PRECONSTRUCTION SCHEDULING MEETING
A. Engineer will conduct Preconstruction Scheduling Meeting with Contractor’s Project Manager, General Superintendent, and scheduler within 7 calendar days after Notice to Proceed.

1. This meeting is separate from the Preconstruction Conference Meeting and is intended to exclusively cover schedule issues.

B. At the meeting, review scheduling requirements.

1. These include schedule preparation, reporting requirements, labor and equipment loading, updates, revisions, and schedule delay analysis

2. Present schedule methodology, planned sequence of operations, cost and resource loading methodology, and proposed activity coding structure.

3. Naming convention: Name schedule files with the year, month and day of the data date, revision identifier, and a description of the schedule. a. Example 1: 2014_07_30 rev 1 draft baseline schedule.xer. b. Example 2: 2014_09_30 rev 2 sep final update.xer.

4. Coding structure:
a. Submit proposed coding structure, identifying the code fields and the associated code values it intends to use in the project schedule. b. A minimum, include code fields for Project Segment or Phase, Area of Work, Type of Work, Submittal/Procurement/Construction and Responsibility/Subcontractor. Refer to NETWORK DETAILS AND GRAPHICAL OUTPUT for listing of activity categories to be included in the schedule.

C. Filing: Post submitted files to Owner’s construction document control system.

Schedules and Reports
01321-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED)

1.06 REVIEW AND ACCEPTANCE OF SCHEDULES
A. Engineer will review Baseline Schedule, Schedule Updates, Schedule Revisions and Time Impact Analyses to ascertain compliance with specified project constraints, compliance with milestone dates, reasonableness of durations and sequence, accurate inter-relationships, and completeness.

B. Engineer and Owner will issue written comments following completion of review of Baseline Schedule within 21 calendar days after receipt.

C. Written comments on review of Schedule Updates and Schedule Revisions and Time Impact Analyses will be returned to Contractor within 14 calendar days after receipt by Engineer.

D. Revise and resubmit schedule in accordance with Engineer’s comments within 7 calendar days after receipt of such comments or request joint meeting to resolve objections.

E. If Engineer requests a meeting, the Contractor and all major subcontractors must participate in the meeting with Engineer.

1. Revise and resubmit schedule within 7 calendar days after meeting.

F. Use accepted schedule for planning, organizing, and directing the work and for reporting progress.

G. Engineer’s submittal review response:

1. When schedule reflects Owner's and Contractor's agreement of project approach and sequence, schedule will be accepted by Owner.

2. Engineer’s submittal review response for schedule submittal will be “Receipt Acknowledged - Filed for Record” including applicable comments.

3. Acceptance of the schedules by the Owner is for general conformance with the Contract Documents and for Owner’s planning information and does not relieve the Contractor of sole responsibility for planning, coordinating, and executing the Work within the contract completion dates. Omissions and errors in the accepted schedules shall not excuse performance less than that required by the Contract Documents. Acceptance by the Owner in no way constitutes an evaluation or validation of the Contractor’s plan, sequence or means, methods, and techniques of construction.

1.07 SCHEDULE UPDATES
A. Any update:

1. Prepare update using most recent accepted version of schedule including:
a. Actual start dates of activities that have been started. b. Actual finish dates of activities that have been completed. c. Percentage of completion of activities that have been started but not finished.
d. Actual dates on which milestones were achieved.
e. Update activities by inputting percent complete figures with actual dates. f. Use retained logic in preparing Schedule Updates.

Schedules and Reports
01321-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) g. When necessary, input remaining durations for activities whose finish dates cannot be calculated accurately with a percent complete figure only. h. Revisions to the schedule may be included that have been previously approved as specified in this Section under Revisions to Schedule.

B. Monthly updates:

1. Submit written narrative report in conjunction with each Schedule Update including descriptions of the following:
a. Activities added to or deleted from the schedule are to adhere to cost and other resource loading requirements.
1) Identify added activities in manner distinctly different from original activity designations.
b. Changes in sequence or estimated duration of activities. c. Current or anticipated problems and delays affecting progress, impact of these problems and delays and measures taken to mitigate impact. d. Assumptions made and activities affected by incorporating change order work into the schedule.

2. Submit updated schedule and materials specified under Submittal of Progress Schedules, 5 calendar days before the monthly schedule update meeting.

3. Since Monthly Schedule Update is the application for progress payment required as specified in Section 01294 - Applications for Payment, submittal and acceptance of the monthly Schedule Update is a condition precedent to the making of any progress payments.

C. Weekly progress meeting:

1. Update the schedule prior to weekly progress meeting. a. Identify overall progress of each Major Item of Work in the Summary Schedule.
b. If there are significant changes to the schedule, submit a written report at the weekly progress meeting.

2. Should monthly Schedule Update show project completion earlier than current Contract completion date, show early completion time as schedule activity, identified as “Project Float”.

3. Should monthly Schedule Update show project completion later than current Contract completion date, prepare and submit a Schedule Revision in accordance with the Revisions to Schedule.

1.08 REVISIONS TO SCHEDULE
A. Submit Revised Schedule within 5 days:

1. When delay in completion of any activity or group of activities indicates an overrun of the Contract Time or milestone dates by 20 working days or 5 percent of the remaining duration, whichever is less.

2. When delays in submittals, deliveries, or work stoppages are encountered making necessary the replanning or rescheduling of activities.

3. When the schedule does not represent the actual progress of activities.

4. When any change to the sequence of activities, the completion date for major portions of the work, or when changes occur which affect the critical path.

5. When Contract modification necessitates schedule revision, submit schedule analysis of change order work with cost proposal.

Schedules and Reports
01321-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) B. Create a separate submittal for Schedule Revisions.

1. Comply with schedule updates as specified in this Section.

2. Do not submit with Schedule Updates.

C. Schedule Revisions will not be reflected in the schedule until after the revision is accepted by the Owner.

1. This includes Schedule Revisions submitted for the purpose of mitigating a Contractor-caused project delay (Recovery Schedule).

1.09 ADJUSTMENT OF CONTRACT TIMES
A. Contract Time will be adjusted only for causes specified in Contract Documents.

1. Non-excusable delay:
a. Non-excusable delays include actions or inactions of the Contractor, or events for which the Contractor has assumed contractual responsibility (including actions or inactions of subcontractors, suppliers, or material manufacturers at any tier) that would independently delay the completion of the Work beyond the current Contract completion date). b. No time extensions will be granted for non-excusable delays.

2. Excusable delay:
a. Events which are unforeseeable, outside the control of, and without the fault or negligence of either the Owner or the Contractor (or any party for whom either is responsible), which would independently delay the completion of the Work beyond the current Contract completion date. b. The Contractor is entitled to a time extension only. c. No other damages will be approved.

3. Compensable delay:
a. Actions or inactions of the Owner, or events for which the Owner has assumed contractual responsibility, which would independently delay the completion of the Work beyond the current Contract completion date. b. The Contractor is entitled to a time extension and delay damages.

4. Concurrent delay:
a. Concurrent delay is any combination of the above 3 types of delay occurring on the same calendar date.
b. Exception to concurrent delay: Cases where the combination consists of 2 or more instances of the same type of delay occurring on the same calendar date. When one cause of delay is Owner-caused or caused by an event which is beyond the control and without the fault or negligence of either the Owner or the Contractor and the other Contractor-caused, the Contractor is entitled only to a time extension and no delay damages.

B. If the Contractor believes that the Owner has impacted its work, such that the project completion date will be delayed, the Contractor must submit proof demonstrating the delay to the critical path.

1. This proof, in the form of a Time Impact Analysis, may entitle the Contractor to an adjustment of Contract Time.

Schedules and Reports
01321-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) C. Time Impact Analysis:

1. Use the accepted schedule update that is current relative to the time frame of the delay event (change order, third party delay, or other Owner-caused delay). Represent the delay event in the schedule by:
a. Inserting new activities associated with the delay event into the schedule. b. Revising activity logic.
c. Revising activity durations.

2. If the project schedule’s critical path and completion date are impacted as a result of adding this delay event to the schedule, a time extension equal to the magnitude of the impact may be warranted.

3. The Time Impact Analysis submittal must include the following information:
a. A fragment of the portion of the schedule affected by the delay event. b. A narrative explanation of the delay issue and how it impacted the schedule.
c. A schedule file used to perform the Time Impact Analysis.

D. When a delay to the project as a whole can be avoided by revising preferential sequencing or logic, and the Contractor chooses not to implement the revisions, the Contractor will be entitled to a time extension and no compensation for extended overhead.

E. Indicate clearly that the Contractor has used, in full, all project float available for the work involved in the request, including any float that may exist between the Contractor's planned completion date and the Contract completion date.

1. Utilize the latest version of the Schedule Update accepted at the time of the alleged delay, and all other relevant information, to determine the adjustment of the Contract Time.

F. Adjustment of the Contract Times will be granted only when the Contract Float has been fully utilized and only when the revised date of completion of the Work has been pushed beyond the Contract completion date.

1. Adjustment of the Contract Times will be made only for the number of days that the planned completion of the work has been extended.

G. Actual delays in activities which do not affect the critical path work or which do not move the Contractor's planned completion date beyond the Contract completion date will not be the basis for an adjustment to the Contract Time.

H. If completion of the project occurs within the specified Contract Time, the Contractor is not entitled to job-site or home office overhead beyond the Contractor's originally planned occupancy of the site.

I. Notify Engineer of a request for Contract Time adjustment.

1. Submit request as specified in the Contract Documents.

2. In cases where the Contractor does not submit a request for Contract Time adjustment for a specific change order, delay, or Contractor request within the specified period of time, then it is mutually agreed that the particular change order, delay, or Contractor request has no time impact on the Contract completion date and no time extension is required.

Schedules and Reports
01321-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) J. The Engineer will, within 30 calendar days after receipt of a Contract Time adjustment, request any supporting evidence, review the facts, and advise the Contractor in writing.

1. Include the new Progress Schedule data, if accepted by the Owner, in the next monthly Schedule Update.

2. When the Owner has not yet made a final determination as to the adjustment of the Contract Time, and the parties are unable to agree as to the amount of the adjustment to be reflected in the Progress Schedule, reflect that amount of time adjustment in the Progress Schedule as the Engineer may accept as appropriate for such interim purpose.

3. It is understood and agreed that any such interim acceptance by the Engineer shall not be binding and shall be made only for the purpose of continuing to schedule the Work, until such time as a final determination as to any adjustment of the Contract Time acceptable to the Engineer has been made.

4. Revise the Progress Schedule prepared thereafter in accordance with the final decision.

1.10 SCHEDULE PREPARATION
A. Preparation and submittal of Progress Schedule represents Contractor's intention to execute the Work within specified time and constraints.

1. Failure to conform to requirement may result in termination for cause.

B. Contractor's bid covers all costs associated with the execution of the Work in accordance with the Progress Schedule.

C. During preparation of the preliminary Progress Schedule, Engineer will facilitate Contractor's efforts by being available to answer questions regarding sequencing issues, scheduling constraints, interface points, and dependency relationships.

D. Prepare schedule utilizing Precedence Diagramming Method (PDM).

E. Prepare schedule utilizing activity durations in terms of working days.

1. Do not exceed 15 working day duration on activities except concrete curing, submittal review, and equipment fabrication and deliveries.

2. Where duration of continuous work exceeds 15 working days, subdivide activities by location, stationing, or other sub-element of the Work.

3. Coordinate holidays to be observed with the Owner and incorporate them into the schedule as non-working days.

F. Failure to include an activity required for execution of the Work does not excuse Contractor from completing the Work and portions thereof within specified times and at price specified in Contract.

1. Contract requirements are not waived by failure of Contractor to include required schedule constraints, sequences, or milestones in schedule.

2. Contract requirements are not waived by Owner’s acceptance of the schedule.

In event of conflict between accepted schedule and Contract requirements, terms of Contract govern at all times, unless requirements are waived in writing by the Owner.

G. Reference schedule to working days with beginning of Contract Time as Day "1".

Schedules and Reports
01321-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) H. Baseline Schedule and Project Completion:

1. Should Contractor submit a Baseline Schedule showing project completion more than 20 working days prior to Contract completion date, Owner may issue Change Order, at no cost to Owner, revising time of performance of Work and Contract completion date to match Contractor’s schedule completion date.

2. Adjust accordingly any Contract milestone dates.

I. Imposed dates, hidden logic prohibited: Do not use imposed dates or hidden logic in preparation of schedule.

J. Interim milestone dates, operational constraints:

1. In event there are interim milestone dates and/or operational constraints set forth in Contract, show them on schedule.

2. Do not use Zero Total Float constraint or Mandatory Finish Date on such Contract requirements.

K. Contract float is for the mutual benefit of both Owner and Contractor.

1. Changes to the project that can be accomplished within this available period of float may be made by Owner without extending the Contract Time, by utilizing float.

2. Time extensions will not be granted nor delay damages owed until Work extends beyond currently accepted Contract completion date.

3. Likewise, Contractor may utilize float to offset delays other than delays caused by Owner.

4. Mutual use of float can continue until all available float shown by schedule has been utilized by either Owner or Contractor, or both. At that time, extensions of the Contract Time will be granted by Owner for valid Owner-caused or third party-caused delays which affect the planned completion date and which have been properly documented and demonstrated by Contractor.

5. Non-sequestering of float: Pursuant to float sharing requirements of Contract, schedule submittals can be rejected for, use of float suppression techniques such as preferential sequencing or logic, special lead or lag logic restraints, extended activity durations or imposed dates.

L. Resource loading and leveling: Input labor and equipment data on each schedule activity.

1. Manpower data consist of the man-hours estimated to perform each task, categorized by trade.

2. Equipment data consist of equipment hours estimated to perform each task, categorized by piece of equipment. Optimize and level manpower and equipment requirements.

3. Resource leveling reflect a reasonable plan for accomplishing Work.

4. Individual activities may be sequenced within limits of available float.

5. Keep to a minimum critical or near critical paths resulting from use of labor or equipment restraints.

6. Near critical path identified as path with 15 or less working days of float.

Schedules and Reports
01321-9 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) M. Schedule logic:

1. Assembled to show order in which Contractor proposes to carry out Work, indicate restrictions of access, availability of Work areas, and availability and use of manpower, materials, and equipment.

2. Form basis for assembly of schedule logic on the following criteria:
a. Which activities must be completed before subsequent activities can be started?
b. Which activities can be performed concurrently?
c. Which activities must be started immediately following completed activities?
d. What major facility, equipment, or manpower restrictions are required for sequencing these activities?
N. Major subcontractor, parallel prime contractor sign off:

1. Provide written confirmation of concurrence from all major subcontractors and independent prime contractors on site with all schedule submittals.

2. Term “major subcontractor” as used in this Section means any subcontractor, at any tier, with a subcontract worth 5 percent or more of the total cost of the Work.

O. Schedule windows for Owner-furnished, Contractor-installed equipment or materials:

1. Immediately after Award of Contract, obtain from Engineer anticipated delivery dates of Owner furnished equipment or materials.

2. Show these dates in the schedule in same manner indicated by Engineer.

P. Commissioning schedule:

1. Commissioning activities and milestones shall be an integral part of the overall project schedule.

2. Commissioning activities and milestones shall be extracted from the main project schedule to provide a separate commissioning schedule that is submitted each time the project schedule is submitted.

Q. Cost loading: All schedules:

1. Only on-site construction activities.

2. The sum total of all cost loaded activities equal to the current value of the Contract, including change orders, at all times.

3. Payment for mobilization or payment for materials or equipment delivered to the site, not yet incorporated into the Work,

4. Owner acceptance of the Baseline Schedule creates the Schedule of Values required as specified in Section 01292 - Schedule of Values

5. Provide updated Schedule of Values as the monthly Payment Application as specified in Section 01294 - Applications for Payment.

6. Payments will not be made until updated Schedule of Values is accepted.

1.11 NETWORK DETAILS AND GRAPHICAL OUTPUT
A. Produce a clear, legible, and accurate calendar based, time scaled, and graphical network diagram.

1. Group activities related to the same physical areas of the Work. Produce the network diagram based upon the early start of all activities.

Schedules and Reports
01321-10 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) B. Include for each activity, the description, activity number, estimated duration in working days, total float, and all activity relationship lines.

C. Illustrate order and interdependence of activities and sequence in which Work is planned to be accomplished.

1. Incorporate the basic concept of the precedence diagram network method to show how the start of 1 activity is dependent upon the start or completion of preceding activities and its completion restricts the start of following activities.

D. Indicate the critical path for the project.

E. Delineate the specified contract duration and identify the planned completion of the Work as a milestone.

1. Show the time period between the planned and Contract completion dates, if any, as an activity identified as project float unless a Change Order is issued to officially change the Contract completion date.

F. Identify system shutdown dates, system tie-in dates, specified interim completion or milestone dates and contract completion date as milestones.

G. Include, in addition to construction activities:

1. Submission dates and review periods for major equipment submittals, shoring submittals, and indicator pile program:
a. Shoring reviews: Allow 4-week review period for each shoring submittal. b. Pile indicator program: Allow 3-week review period for analysis of program.

2. Any activity by the Owner or the Engineer that may affect progress or required completion dates.

3. Equipment and long-lead material deliveries over 8 weeks.

4. Approvals required by regulatory agencies or other third parties.

H. Produce network diagram on 22-inch by 34-inch sheets with grid coordinate system on the border of all sheets utilizing alpha and numeric designations.

I. Identify the execution of the following:

1. Bid items as indicated in Section 01220 - Measurement and Payment.

1.12 WEATHER DAY ALLOWANCE
A. Definition:

1. Weather conditions that prevent or inhibit the Contractor’s performance of the Work and affect the Critical Path indicated on the Schedule shall be referred to as a Weather Day.

2. A Weather Day is defined as the Contractor being unable to perform at least 4 hours of work on the Critical Path.

B. Allowance:

1. Include as a separate identifiable activity on the critical path, an activity labeled "Weather Days Allowance".

Schedules and Reports
01321-11 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) C. Actual weather day:

1. Insert a weather delay activity in critical path to reflect actual weather day occurrences when weather days are experienced and accepted by Engineer.

2. Reduce duration of Weather Days Allowance activity as weather delays are experienced and inserted into the Schedule. Remaining weather days in Weather Day Allowance at completion of project is considered float.

3. The Contractor shall provide a written notice to the Engineer of the occurrence of a weather day within 2 days after the onset of such weather and shall describe in reasonable detail the type of weather encountered and the Work interfered with or interrupted.
a. A schedule update will not suffice as a written notice. b. The Engineer will determine if the weather day constitutes a use of a portion of the Weather Day Allowance.
c. After use of all the Weather Day Allowance, the Engineer will determine if the Contractor is entitled to an extension of the Contract Time due to weather conditions.
d. Weather days are considered excusable delay as defined in this Section.

1.13 ALLOWANCE FOR OWNER-CAUSED DELAY
A. Allowance:

1. Include as a separate identifiable activity on the critical path, an activity labeled "Allowance for Owner-Caused Delay.”

2. Insert this activity at the end of the schedule, following the Project Completion Milestone.

3. Duration of this activity is specified in Bid Form.
a. The duration of this Owner-Caused Delay Allowance is in addition to the contractual time frame.

B. Actual delay:

1. Insert an activity in critical path to reflect actual Owner-caused delay occurrences when Owner-caused delay days are experienced and accepted by Engineer.
a. Identify this activity as an Owner-caused delay.

2. Reduce duration of Owner-Caused Delay Allowance activity as Owner-caused delays are experienced and inserted into the schedule. Remaining days in Owner-Caused Delay Allowance at completion of project is considered float.

1.14 PRELIMINARY SCHEDULE AND PRELIMINARY SCHEDULE OF VALUES A. Due date:

1. Submit proposed preliminary schedule and Preliminary Schedule of Values within 14 calendar days after Notice to Proceed.

2. Meet with Engineer within 7 calendar days after receipt of Preliminary Schedule and Preliminary Schedule of Values to review and make necessary adjustments.

3. Submit revised preliminary schedule and Preliminary Schedule of Values within 5 calendar days after meeting.

Schedules and Reports
01321-12 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED)

4. Update Preliminary Schedule and Preliminary Schedule of Values monthly during first 90 calendar days after Notice to Proceed.
a. Use Preliminary Schedule and Preliminary Schedule of Values as the payment application as specified in Section 01294 - Applications for Payment.

B. Format:

1. Schedule of manpower and costs for all activities for first 90 calendar days of Work after receipt of Notice to Proceed.
a. Provide realistic and level manpower and costs so as not to have unusual manpower requirements.

2. Schedule of costs:
a. Schedule of Values as specified in Section 01292 - Schedule of Values for first 90 calendar days of Work.
b. Submittal and acceptance of Preliminary Schedule is condition precedent to making of progress payments as specified in Section 01294 - Applications for Payment and payments for mobilization costs otherwise provided for in the Contract.
c. Proceed with pay item Work after Preliminary Schedule and schedule of costs have been accepted by Owner.

C. Incorporate unchanged, the accepted Preliminary Schedule as first 90 calendar days of activity in Contractor’s Baseline Schedule.

1.15 SCHEDULE OF SUBMITTALS
A. Schedule of Submittals shall include submittals required in the Contract Documents but not limited to test plans, training plans, test procedures, operation and maintenance manuals, shop drawings, samples, record documents, and specifically required certificates, warranties, and service agreements.

1. Data for “Or Equals” or substitutions shall be submitted with the Schedule of Submittals.

B. Preliminary Schedule of Submittals:

1. Due date: After Preliminary Schedule has been submitted and accepted by Owner.

2. Format:
a. Include submittals anticipated in the first 90 calendar days after award of contract using early start dates.
b. Indicate week and month anticipated for submittal to Engineer. c. Indicate “Priority” submittals where review time can impact Contractor’s schedule.
1) “Priority” indication will not alter review times specified in Section 01330 - Submittal Procedures.
2) Engineer will endeavor to provide early review of “Priority” submittals where possible.
d. List of “Or Equals” or substitutions.

3. Submittal of Preliminary Schedule of Submittals shall be a condition precedent to Owner making progress payments during the first 90 calendar days after award of contract.

Schedules and Reports
01321-13 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) C. Final Schedule of Submittals:

1. Due date: 30 days after Baseline Schedule has been submitted and accepted by Owner.

2. Format:
a. Include submittals using early start dates.
b. Include all submittals, including those required in the Preliminary Schedule of Submittals.
c. Indicate week and month anticipated for submittal to Engineer. d. Indicate “Priority” submittals where review time can impact Contractor’s schedule.
1) “Priority” indication will not alter review times specified in Section 01330 - Submittal Procedures.
2) Engineer will endeavor to provide early review of “Priority” submittals where possible.
e. Data for “Or Equals” or substitutions.

3. Submittal of Final Schedule of Submittals shall be a condition precedent to Owner making progress payments after the first 90 calendar days after Notice to Proceed.

D. Provide updated Schedule of Submittals with updated schedules if schedule revisions change listing and timing of submittals.

1.16 BASELINE SCHEDULE AND BASELINE SCHEDULE OF VALUES
A. Due date: No more than 45 calendar days after Notice to Proceed.

B. Format:

1. Schedule: Show sequence and interdependence of all activities required for complete performance of all Work, beginning with date of Notice to Proceed and concluding with date of final completion of Contract.

2. Schedule of Values: As specified in Section 01292 - Schedule of Values.

C. Acceptance of the Baseline Schedule and Baseline Schedule of Values by the Owner is a condition precedent to making payments as specified in Section 01294 - Applications for Payment after the first 90 calendar days after Notice to Proceed.

1.17 SUMMARY SCHEDULE
A. Due date: At weekly progress meetings and after each Schedule Update or Schedule Revision.

B. Format:

1. Consolidate groups of activities associated with Major Items of Work shown on Baseline Schedule.

2. intended to give an overall indication of the project schedule without a large amount of detail.

1.18 COST FLOW SUMMARY
A. Due date: After Baseline Schedule has been submitted and accepted by the Owner, submit on a monthly basis as specified in Section 01294 - Applications for Payment.

Schedules and Reports
01321-14 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) B. Format:

1. Tabular and graphic report showing anticipated earnings each month of the Contract period.

2. Base tabulation on the summation of the cost-loaded activities each month.

3. Show planned amounts.

4. Show actual earned amounts and anticipated remaining earnings.

5. Spreadsheet format of all schedule activities showing cost and percentage completion during the current month for which payment is sought.

1.19 PROGRESS SCHEDULE AND UPDATED SCHEDULE OF VALUES
A. Due date: Submit on a monthly basis as specified in Section 01294 - Applications for Payment.

B. Format: Schedule of Values: As specified in Section 01292 - Schedule of Values.

1.20 WEEKLY SCHEDULE
A. Due date: At every weekly progress meeting.

B. Format:

1. Contractor and Engineer must agree on the format.

2. 6-Week Schedule showing the activities completed during the previous week and the Contractor’s schedule of activities for following 5 weeks.

3. Use the logic and conform to the status of the current progress schedule when producing a Weekly Schedule in CPM schedule or a bar chart format. a. In the event that the Weekly Schedule no longer conforms to the current schedule, Contractor may be required to revise the schedule as specified in this Section.

4. The activity designations used in the Weekly Schedule must be consistent with those used in the Baseline Schedule and the monthly Schedule Updates.

1.21 MANPOWER SCHEDULE
A. Due date: With progress payments after Baseline Schedule has been submitted and accepted by Owner.

B. Format:

1. Schedule histogram depicting total craft manpower and craft manpower for Contractor’s own labor forces and those of each subcontractor.

2. Submit electronically in Excel format, with 1 paper copy.

C. Progress payments after the first 90 calendar days after Notice to Proceed will not be made until manpower schedule is provided.

Schedules and Reports
01321-15 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED)

1.22 EQUIPMENT SCHEDULE
A. Due date: With any progress payment after Baseline Schedule has been submitted and accepted by Owner if it includes payment for equipment.

B. Format:

1. Tabular report listing each major piece of construction equipment to be used in performing the Work.

2. Include major equipment for Contractor and each subcontractor.

3. Submit electronically in Excel format with 1 paper copy.

C. Progress payments after the first 90 calendar days after Notice to Proceed will not be made until equipment schedule is provided.

1.23 COMMISSIONING SCHEDULE
A. Proposed Commissioning Schedule:

1. Schedule requirements: As specified in Section 01756 - Commissioning.

2. Submittal due date: Within 120 days after Notice to Proceed.

3. Engineer response due within 20 calendar days of receipt.

4. Contractor responsible for updating schedule and resubmitting within 10 calendar days of receipt of Engineer and Owner comments.

B. Construction Schedule can include the Commissioning Schedule after Engineer acceptance of the Proposed Commissioning Schedule.

1. Capable of extracting a stand-alone Commissioning Schedule.

2. Capable of extracting a stand-alone Owner Training Schedule.

C. Monthly update requirements:

1. Highlight percentages of completion, actual start and finish dates, and remaining durations, as applicable.

2. Include activities not previously included in the previously accepted detail work plan Commissioning Schedule.

3. Change Order required for any change to contractual dates.

4. Reviews of these submittals by Engineer will not be construed to constitute acceptance within the time frames, durations, or sequence of work for each added activity.

1.24 FINAL SCHEDULE
A. The final Schedule Update becomes the As-Built Schedule.

1. The As-Built Schedule reflects the exact manner in which the project was constructed by reflecting actual start and completion dates for all activities accomplished on the project.

2. Contractor’s Project Manager and scheduler sign and certify the As-Built Schedule as being an accurate record of the way the project was actually constructed.

B. Retainage will not be released until final Schedule Update is provided.

Schedules and Reports
01321-16 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01321 (CONFORMED) PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Web Based Construction Document Management
01322-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01322 (CONFORMED) SECTION 01322

WEB BASED CONSTRUCTION DOCUMENT MANAGEMENT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Requirements for web-based construction document management.

1.02 REQUIREMENTS
A. Owner, Engineer, Construction Manager, and Contractor shall utilize Autodesk Build web-based construction management software for submission of data and documents.

1. Web based construction management software is available to all Contractor’s personnel, subcontractor personnel, suppliers, consultants, Owner, Construction Manager, and Engineer at no cost.

2. The joint use of this system is to facilitate electronic exchange of information, automation of key processes, and overall management of Contract Documentation.

3. Web based construction management software shall be the primary means of project information submission and management.

1.03 USER ACCESS LIMITATIONS
A. Provide a list of Contractor's key web based construction management software personnel for the Engineer’s acceptance.

B. The Engineer reserves the right to perform a security check on all potential users.

1. The Contractor will be allowed to add additional personnel and subcontractors to the web-based construction management software.

2. Subcontractors and suppliers will be given access to web-based construction management software by and through the Contractor.

3. Contractor is responsible for adding and removing users from the system after the initial setup by the Engineer.

C. The Engineer will grant initial access to the web-based construction management software by creating user profiles to accepted Contractor personnel.

1. User profiles will define levels of access into the system; determine assigned function based authorizations and user privileges.

1.04 JOINT OWNERSHIP OF DATA
A. Data entered in a collaborative mode (entered with the intent to share as determined by permissions and workflows within the web-based construction management software system) by Engineer and Contractor will be jointly owned.

Web Based Construction Document Management
01322-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01322 (CONFORMED)

1.05 AUTOMATED SYSTEM NOTIFICATION AND AUDIT LOG TRACKING A. Review comments made (or lack thereof) by Owner on Contractor submitted documentation shall not relieve Contractor from compliance with requirements of the Contract Documents.

B. Contractor is responsible for managing, tracking, and documenting the Work to comply with the requirements of the Contract Documents.

C. Owner’s acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation and does not constitute validation of the Contractor's submitted information.

1.06 COMPUTER REQUIREMENTS
A. Contractor shall use computer hardware and software that meets the requirements of the web-based construction management software system as recommended by the web-based construction management software to access and utilize the web-based construction management software.

B. As recommendations are modified by the web-based construction management software, Contractor will upgrade their system(s) to meet or exceed the recommendations.

1. Upgrading of Contractor's computer systems will not be justification for a cost or time modification to the Contract.

C. Contractor shall ensure that connectivity to the web-based construction management software system is accomplished through DSL, cable, T-1, or wireless communications systems.

1. The minimum bandwidth requirements for using the system is 128 kb/s. It is recommended a faster connection be used when uploading pictures and files into the system.

D. Web-based construction management software supports the current and prior 2 major versions of Chrome, Mozilla's Firefox, Microsoft’s Internet Explorer, and Apple’s Safari on a rolling basis.

1. Each time a new version of one of these browsers is released the web-based construction management software will begin supporting the update and stop supporting the fourth-oldest version.

1.07 CONTRACTOR RESPONSIBILITY
A. Contractor shall be responsible for the validity of their information placed in the web-based construction management software and for the abilities of their personnel.

B. Entry of information exchanged and transferred between the Contractor and its subcontractors and suppliers on the web-based construction management software shall be the responsibility of the Contractor.

Web Based Construction Document Management
01322-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01322 (CONFORMED) C. Accepted users shall be knowledgeable in the use of computers, including Internet Browsers, email programs, cad drawing applications, and Adobe Portable Document Format (PDF) document distribution program.

D. Contractor shall utilize the existing forms in the web-based construction management software to the maximum extent possible. If a form does not exist in the web-based construction management software the Contractor must include a form of their own or provided by Engineer as an attachment to a submittal.

E. Adobe PDF documents will be created through electronic conversion rather than optically scanned whenever possible. Contractor is responsible for the training of their personnel in the use of the web-based construction management software (outside what is provided by Owner) and the other programs indicated above as needed.

1.08 TRAINING
A. The Owner has arranged and paid for web-based training on using web-based construction management software for the Contractor.

B. Contractor shall arrange and pay for the facilities and hardware/software required to facilitate Contractor’s training.

PART 2 PRODUCTS

2.01 DESCRIPTION
A. Web-based construction management software provided by Autodesk Build.

PART 3 EXECUTION

3.01 WEB-BASED CONSTRUCTION MANAGEMENT SOFTWARE UTILIZATION A. Web-based construction management software shall be utilized in connection with all document and information management required by these Contract Documents.

3.02 SUBMITTALS
A. Use the web-based construction management software feature for Master Submittals List.

1. Contractor shall select from the predefined submittals list.

B. Content: As specified in Section 01330 - Submittal Procedures.

C. Format: As specified in Section 01330 - Submittal Procedures.

D. Submit Portable Document Format (PDF) documents to the web-based construction management software submittal work flow process and forms.

1. Consolidate electronic format submittals with multiples pages into a single file.

Web Based Construction Document Management
01322-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01322 (CONFORMED) E. Hardcopy submittals:

1. Contractor shall provide 3 hard copies of submittals within 14 days of the Submittal being closed.

2. Hardcopy requirements as specified in Section 01330 - Submittal Procedures.

F. Samples:

1. Contractor shall enter submittal data information into the web-based construction management software.

2. Attach a copy of the submittal form(s) to the sample.

G. Record And Closeout Submittals:

1. Operation and maintenance data as specified in Section 01782 - Operation and Maintenance Manuals.

2. Extra materials, spare parts, etc.

3.03 REQUESTS FOR INFORMATION/INTERPRETATION (RFI)
A. Use web-based construction management software for RFIs as specified in Section 01260 - Contract Modification Procedures.

3.04 OFFICIAL CORRESPONDENCE
A. Use web-based construction management software for memos, notices, change proposals, or any official correspondence.

3.05 INSPECTION REQUESTS
A. Use web-based construction management software to request inspection for a portion of Work that is ready for inspection and prior to covering up the Work.

3.06 FINANCIAL SUBMITTALS
A. Use web-based construction management software for financial submittals as specified in Section 01330 - Submittal Procedures.

3.07 OTHER
A. Use web-based construction management software for daily reports, meeting agendas and minutes, and other construction documents.

END OF SECTION

Submittal Procedures
01330-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) SECTION 01330

SUBMITTAL PROCEDURES
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements and procedures for submittals to confirm compliance with Contract Documents.

1.02 GENERAL INSTRUCTIONS
A. Contractor is responsible to determine and verify field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data, and check and coordinate each item with other applicable approved shop drawings and Contract Document requirements.

B. Provide submittals:

1. That are specified or reasonably required for construction, operation, and maintenance of the Work.

2. That demonstrate compliance with the Contract Documents.

C. Where multiple submittals are required, provide a separate submittal for each specification section.

1. In order to expedite construction, the Contractor may make more than 1 submittal per specification section, but a single submittal may not cover more than 1 specification section:
a. The only exception to this requirement is when 1 specification section covers the requirements for a component of equipment specified in another section.
b. For example, circuit breakers are a component of switchgear. The switchgear submittal must also contain data for the associated circuit breakers, even though they are covered in a different specification section.

D. Prepare submittals in the English language. Do not include information in other languages.

E. Present measurements in customary American units (feet, inches, pounds, etc.).

F. Must be clear and legible, and of sufficient size for presentation of information.

G. Page size other than drawings:

1. Minimum page size will be 8 1/2 inches by 11 inches:

2. Maximum page size will be 11 inches by 17 inches.

Submittal Procedures
01330-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) H. Drawing sheet size:

1. Maximum sheets size: 22-inch by 34-inch.
a. Minimum plan scale: 1/8-inch equals 1 foot-0 inches. b. Minimum font size: 1/8 inch minimum.

2. 11-inch by 17-inch sheet:
a. Minimum plan scale: 1/8-inch equals 1 foot-0 inches. b. Minimum font size: 1/8 inch minimum.

I. Show dimensions, construction details, wiring diagrams, controls, manufacturers, catalog numbers, and all other pertinent details.

J. Provide submittal information from only 1 manufacturer for a specified product.

Submittals with multiple manufacturers for 1 product will be rejected without review.

1.03 SUBMITTAL ORGANIZATION
A. Organize submittals in exactly the same order as the items are referenced, listed, and/or organized in the specification section.

B. For submittals that cover multiple devices used in different areas under the same specification section, the submittal for the individual devices must list the area where the device is used.

C. Bookmarks:

1. Bookmarks shall match the table of contents.

2. Bookmark each section (tab) and heading.

3. Drawings: Bookmark at a minimum, each discipline, area designation, or appropriate division.

4. At file opening, display all levels of bookmarks as expanded.

D. Where applicable (i.e., except for drawings, figures, etc.) submittal content shall be electronically searchable utilizing the PDF file as submitted.

E. Thumbnails optimized for fast web viewing.

F. Sequentially number pages within the tabbed sections:

1. Submittals that are not fully indexed and tabbed with sequentially numbered pages, or are otherwise unacceptable, will be returned without review.

G. Attachments:

1. Specification section: Include with each submittal a copy of the relevant specification section.
a. Indicate in the left margin, next to each pertinent paragraph, either compliance with a check (√) or deviation with a consecutive number (1, 2, 3).
b. Provide a list of all numbered deviations with a clear explanation and reason for the deviation.

2. Drawings: Include with each submittal a copy of the relevant Drawing, including relevant addendum updates.
a. Indicate either compliance with a check (√) or deviation with a consecutive number (1, 2, 3).

Submittal Procedures
01330-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) b. Provide a list of all numbered deviations with a clear explanation and reason for the deviation.
c. Provide field dimensions and relationship to adjacent or critical features of the Work or materials.

H. Contractor: Prepare submittal information in sufficient detail to show compliance with specified requirements.

1. Determine and verify quantities, field dimensions, product dimensions, specified design and performance criteria, materials, catalog numbers, and similar data.

2. Coordinate submittal with other submittals and with the requirements of the Contract Documents.

3. Check, verify, and revise submittals as necessary to bring them into conformance with Contract Documents and actual field conditions.

I. Contractor: Prepare "Or Equal" submittal information.

1. Provide standard submittal requirements.
a. In addition, provide in sufficient detail to show reason for variance from specified product and impacts.

2. Provide reason the specified product is not being provided.

3. Explain the benefits to the Owner for accepting the "Or Equal".

4. Itemized comparison of the proposed "Or Equal" with product specified including a list of significant variations:
a. Design features.
b. Design dimensions.
c. Installation requirements.
d. Operations and maintenance requirements.
e. Availability of maintenance services and sources of replacement materials.

5. Reference projects where the product has been successfully used:
a. Name and address of project.
b. Year of installation.
c. Year placed in operation.
d. Name of product installed.
e. Point of contact: Name and phone number.

6. Define impacts:
a. Impacts to other contracts.
b. Impacts to other work or products.

7. Contractor represents the following:
a. Contractor bears the burden of proof of the equivalency of the proposed "Or Equal".
b. Proposed "Or Equal" is equal or superior to the specified product. c. Contractor will provide the warranties or bonds that would be provided on the specified product on the proposed "Or Equal", unless Owner requires a Special Warranty.
d. Contractor will coordinate installation of accepted "Or Equal" into the Work and will be responsible for the costs to make changes as required to the Work.
e. Contractor waives rights to claim additional costs caused by proposed "Or Equal" which may subsequently become apparent.

Submittal Procedures
01330-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) J. Contractor: Prepare substitution submittal information.

1. Provide standard submittal requirements.
a. In addition, provide in sufficient detail to show reason for variance from specified product and impacts.

2. Provide reason the specified product is not being provided.

3. Explain the benefits to the Owner for accepting the substitution.

4. Itemized comparison of the proposed substitution with product specified including a list of significant variations:
a. Design features.
b. Design dimensions.
c. Installation requirements.
d. Operations and maintenance requirements.
e. Availability of maintenance services and sources of replacement materials.

5. Reference projects where the product has been successfully used:
a. Name and address of project.
b. Year of installation.
c. Year placed in operation.
d. Name of product installed.
e. Point of contact: Name and phone number.

6. Define impacts:
a. Impacts to Contract Price.
1) Required license fees or royalties.
2) Do not include costs under separate contracts.
3) Do not include Engineer’s costs for redesign or revision of Contract Documents.
b. Impacts to Contract Time.
c. Impacts to Contract Scope.
d. Impacts to other contracts.
e. Impacts to other work or products.

7. Contractor represents the following:
a. Contractor shall pay associated costs for Engineer to evaluate the substitution.
b. Contractor bears the burden of proof of the equivalency of the proposed substitution.
c. Proposed substitution does not change the design intent and will have equal performance to the specified product.
d. Proposed substitution is equal or superior to the specified product. e. Contractor will provide the warranties or bonds that would be provided on the specified product on the proposed substitution, unless Owner requires a Special Warranty.
f. Contractor will coordinate installation of accepted substitution into the Work and will be responsible for the costs to make changes as required to the Work.
g. Contractor waives rights to claim additional costs caused by proposed substitution which may subsequently become apparent.

Submittal Procedures
01330-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED)

1.04 SUBMITTAL IDENTIFICATION NUMBERING
A. Number each submittal using the format defined below:

Spec Section Number Dash
Initial
Submittal -
Sequential
Number
Decimal
Point
Subsequent
Submittal
Revisions
Sequential
Number
Example 1
Description Cast-In-Place Concrete
8th initial
submittal
03300 - 0008
Example 2
Description Cast-In-Place Concrete
8th initial
submittal
First revision
to the 8th initial
submittal
03300 - 0008 . 1

1.05 SUBMITTALS IN ELECTRONIC MEDIA FORMAT
A. General: Provide all information in PC-compatible format using Windows® operating system as utilized by the Owner and Engineer.

B. Text: Provide text documents and manufacturer’s literature in Portable Document Format (PDF).

C. Graphics: Provide graphic submittals (drawings, diagrams, figures, etc.) utilizing Portable Document Format (PDF).

1.06 SUBMITTAL PROCEDURE
A. Engineer: Review submittal and provide response:

1. Review description:
a. Engineer will be entitled to rely upon the accuracy or completeness of designs, calculations, or certifications made by licensed professionals accompanying a particular submittal whether or not a stamp or seal is required by Contract Documents or Laws and Regulations. b. Engineer's review of submittals shall not release Contractor from Contractor's responsibility for performance of requirements of Contract Documents. Neither shall Engineer's review release Contractor from fulfilling purpose of installation nor from Contractor's liability to replace defective work.
c. Engineer's review of shop drawings, samples, or test procedures will be only for conformance with design concepts and for compliance with information given in Contract Documents.
d. Engineer's review does not extend to:
1) Accuracy of dimensions, quantities, or performance of equipment and systems designed by Contractor.

Submittal Procedures
01330-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) 2) Contractor's means, methods, techniques, sequences, or procedures except when specified, indicated on the Drawings, or required by Contract Documents.
3) Safety precautions or programs related to safety which shall remain the sole responsibility of the Contractor.
e. Engineer can Approve or Not Approve any exception at their sole discretion.

2. Review timeframe:
a. Except as may be provided in technical specifications, a submittal will be returned within 30 days.
b. When a submittal cannot be returned within the specified period, Engineer will, within a reasonable time after receipt of the submittal, give notice of the date by which that submittal will be returned.
c. Engineer’s acceptance of progress schedule containing submittal review times less than those specified or agreed to in writing by Engineer will not constitute Engineer’s acceptance of review times.
d. Critical submittals:
1) Contractor will notify Engineer in writing that timely review of a submittal is critical to the progress of Work.

3. Schedule delays:
a. No adjustment of Contract Times or Contract Price will be allowed due to Engineer’s review of submittals, unless all of the following criteria are met:
1) Engineer has failed to review and return first submission within the agreed upon time frame.
2) Contractor demonstrates that delay in progress of Work is directly attributable to Engineer’s failure to return submittal within time indicated and accepted by Engineer.

4. Review response will be returned to Contractor with one of the following dispositions:
a. Approved:
1) No Exceptions:
a) There are no notations or comments on the submittal and the Contractor may release the equipment for production.
2) Make Corrections Noted - See Comments:
a) The Contractor may proceed with the Work, however, all notations and comments must be incorporated into the final product.
b) Resubmittal not required.
3) Make Corrections Noted - Confirm:
a) The Contractor may proceed with the Work, however, all notations and comments must be incorporated into the final product.
b) Submit confirmation specifically addressing each notation or comment to the Engineer within 15 calendar days of the date of the Engineer’s transmittal requiring the confirmation.

Submittal Procedures
01330-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) b. Not approved:
1) Correct and resubmit:
a) Contractor may not proceed with the Work described in the submittal.
b) Contractor assumes responsibility for proceeding without approval.
c) Resubmittal of complete submittal package is required within 30 calendar days of the date of the Engineer’s submittal review response.
2) Rejected - See Remarks:
a) Contractor may not proceed with the Work described in the submittal.
b) The submittal does not meet the intent of the Contract Documents. Resubmittal of complete submittal package is required with materials, equipment, methods, etc. that meet the requirements of the Contract Documents.
c. Receipt acknowledged - Filed for record:
1) This is used in acknowledging receipt of informational submittals that address means and methods of construction such as schedules and work plans, conformance test reports, health and safety plans, etc. d. Receipt acknowledged with comments - Resubmit:
1) This is used in acknowledging receipt of informational submittals that address means and methods of construction such as schedules and work plans, conformance test reports, health and safety plans, etc.

Feedback regarding missing information, conflicting information, or other information that makes it incomplete can be made with comments.

B. Contractor: Prepare resubmittal, if applicable:

1. Clearly identify each correction or change made.

2. Include a response in writing to each of the Engineer’s comments or questions for submittal packages that are resubmitted in the order that the comments or questions were presented from the 1st and subsequent submittals and numbered consistent with the Engineer’s numbering.
a. Acceptable responses to Engineer’s comments are listed below:
1) "Incorporated" Engineer’s comment or change is accepted and appropriate changes are made.
2) "Response" Engineer’s comment not incorporated. Explain why comment is not accepted or requested change is not made. Explain how requirement will be satisfied in lieu of comment or change requested by Engineer.
b. Reviews and resubmittals:
1) Contractor shall provide resubmittals which include responses to all submittal review comments separately and at a level of detail commensurate with each comment.
2) Contractor responses shall indicate how the Contractor resolved the issue pertaining to each review comment
a) Responses such as "acknowledged" or "noted" are not
acceptable.
3) Resubmittals which do not comply with this requirement may be rejected and returned without review.

Submittal Procedures
01330-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) 4) Contractor shall be allowed no extensions of any kind to any part of their contract due to the rejection of non-compliant submittals. 5) Submittal review comments not addressed by the Contractor in resubmittals shall continue to apply whether restated or not in subsequent reviews until adequately addressed by the Contractor to the satisfaction of the reviewing and approving authority. c. Any resubmittal that does not contain responses to the Engineer’s previous comments shall be returned for Revision and Resubmittal.

No further review by the Engineer will be performed until a response for previous comments has been received.

3. Resubmittal timeframe:
a. Contractor shall provide resubmittal within 15 days. b. When a resubmittal cannot be returned within the specified period, Contractor shall notify Engineer in writing.

4. Review costs:
a. Costs incurred by Owner as a result of additional reviews of a particular submittal after the second time it has been reviewed shall be borne by Contractor.
b. Reimbursement to Owner will be made by deducting such costs from Contractor's subsequent progress payments.

1.07 PRODUCT DATA
A. Edit submittals so that the submittal specifically applies to only the product furnished.

B. Neatly cross out all extraneous text, options, models, etc. that do not apply to the product being furnished, so that the information remaining is only applicable to the product being furnished.

1.08 SHOP DRAWINGS
A. Contractor to field verify elevation, coordinates, and pipe material for pipe tie-in to pipeline or structure prior to the preparation of shop drawings.

B. Indicate project designated equipment tag numbers for submittal of devices, equipment, and assemblies.

1.09 SAMPLES
A. Details:

1. Submit labeled samples.

2. Samples will not be returned.

3. Provide number of sample submittals as below:
a. Total: 3 minimum.
1) Owner: 1.
2) Engineer: 2.
3) Contractor: None.

Submittal Procedures
01330-9 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED) PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Submittal Procedures
01330-Attachment A 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED)

ATTACHMENT A - CONTRACTOR SUBMITTAL TRANSMITTAL FORM

Submittal Procedures
01330-Attachment A-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01330 (CONFORMED)

CONTRACTOR SUBMITTAL TRANSMITTAL FORM
Owner: Click here to enter text. Date: MM/DD/YYYY
Contractor: Click here to enter text. Project No.: XXXXX.XX Project Name: Click here to enter text. Submittal Number: 000 Submittal Title: Click here to enter text.

To: Click here to enter text.

From: Click here to enter text. Click here to enter text.

Click here to enter text. Click here to enter text.

Specification No. and Subject of Submittal / Equipment Supplier Spec ##: Spec ##. Subject: Click here to enter text.

Authored By: Click here to enter text. Date Submitted: XX/XX/XXXX Submittal Certification
Check Either (A) or (B):
(A) We have verified that the equipment or material contained in this submittal meets all the requirements specified in the project manual or shown on the contract drawings with no exceptions.
(B) We have verified that the equipment or material contained in this submittal meets all the requirements specified in the project manual or shown on the contract drawings except for the deviations listed.

Certification Statement: 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 Contract requirements.

General Contractor’s Reviewer’s Signature:

Printed Name:

In the event, Contractor believes the Submittal response does or will cause a change to the requirements of the Contract, Contractor shall immediately give written notice stating that Contractor considers the response to be a Change Order.

Firm: Click here to enter text. Signature: Date Returned: XX/XX/XXXX PM/CM Office Use
Date Received GC to PM/CM:

Date Received PM/CM to Reviewer:

Date Received Reviewer to PM/CM:

Date Sent PM/CM to GC:

Photographic and Videographic Documentation
01340-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01340 (CONFORMED) SECTION 01340

PHOTOGRAPHIC AND VIDEOGRAPHIC DOCUMENTATION
PART 1 GENERAL

1.01 SUMMARY
A. Section includes requirements for photographs and videos.

B. The purpose of the photographs and videos is to document the condition of the facilities prior to the Contractor beginning work at the Project site, the progress of the Work, and the Project site after Substantial Completion of the Work.

C. The scope of the photographic and videographic documentation shall be the sole responsibility of the Contractor but shall be acceptable to the Engineer.

1.02 SUBMITTALS
A. Photographer qualifications.

B. Pre-construction photographs and videos: Submit prior to beginning work at the Project site or prior to the Preconstruction Conference specified in Section 01312 - Project Meetings, whichever occurs earlier.

C. Construction photographs and videos: Submit with each application for payment.

D. Post-construction photographs and videos: Submit with project closeout documents as specified in Section 01770 - Closeout Procedures.

1.03 PHOTOGRAPHER
A. Photographer qualified and equipped to photograph either interior or exterior exposures, with lenses ranging from wide angle to telephoto.

B. Submit example work of previous photographs and video recording meeting the requirements of this Section.

1. Provide to Engineer no later than the pre-construction conference.

2. Provide photographs used for site examination.

3. Provide video of site examination.

4. Provide samples that used same camera and lighting equipment proposed for the Work.

5. Engineer will review work examples to determine if the quality of the images is acceptable.

6. Contractor is responsible for modifications to equipment and/or inspection procedures to achieve report material of acceptable quality.

7. Do not commence Work prior to approval of the material by the Engineer.

8. Once accepted, the standard report material shall serve as a standard for the remaining work.

Photographic and Videographic Documentation
01340-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01340 (CONFORMED)

1.04 KEY PLAN
A. Submit key plan of Project site with notation of vantage points marked for location and direction of each photograph.

B. Include the same label information as the corresponding set of photographs.

1.05 PHOTOGRAPHS
A. Provide prints of each photograph for each area of Work.

B. Provide a digital copy of each photograph for each area of Work.

1. Monthly: Indexed digital flash drive.

2. Project record documents:
a. Catalog and index prints in chronological sequence.
b. Include typed table of contents.

C. Provide flyover aerial digital photographs of each area of Work.

1. Prior to first flight, meet with Owner and Engineer to define required photo views and Work areas to be photographed.

2. Take 5 photos from each view.

3. Views:
a. Take photos at oblique angles from the north, south, east, and west directions.
b. Take photos directly overhead.

4. Some shots may cover the entire Project site and some may detail the areas under construction at the time of photography.

5. Submit 5 proofs of each view within 7 calendar days of the date the photographs were taken.
a. Engineer will select the preferred photograph from each view that will be printed.

6. Frequency of flyover aerial digital photos: Quarterly.

1.06 PRE-CONSTRUCTION PHOTOGRAPHS AND VIDEOS
A. Provide photographs and video of the condition entire site including each area of Work prior to the start of Work.

1. Areas to be photographed and videoed shall include the site of the Work and all existing facilities, either on or adjoining the Project site, including the interior of existing structures, that could be damaged as a result of the Contractor’s Work.

2. Include general condition, structures, vegetation, staging, storing, working, parking areas and excavation areas.

1.07 CONSTRUCTION PHOTOGRAPHS AND VIDEOS
A. Provide photographs and videos of construction in each area of Work throughout progress of Work including a key plan designating where each photograph was taken.

Photographic and Videographic Documentation
01340-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01340 (CONFORMED) B. Take site and interior photographs and videos from differing directions of building demolition, pre-excavation, footing excavation, soil testing, utility crossings, installation of bypass piping, excavation of access pits, installation of lining system in pipes, rehabilitation of manholes, building modifications, utilities, electrical and instrumentation modifications, and other applicable activities indicating relative progress of the work.

C. Take photos a maximum of 7 calendar days prior to submittal.

1.08 POST-CONSTRUCTION PHOTOGRAPHS AND VIDEOS
A. Provide photographs of the entire site including each area of Work at the completion of Work.

1. Include general condition, structures, vegetation, staging, storing, working, parking areas and excavation areas.

2. Take photos and video from same points in same direction as pre-construction examination.

B. Submittal of photos and videos is a condition of final payment.

PART 2 PRODUCTS

2.01 MEDIA
A. Paper media:

1. Commercial grade, glossy surface, acid-free photographic paper.

2. Submit 3 prints of each photographic view within 7 days of taking photographs.

3. Format:
a. Ground photos: Color, matte finish, 8-1/2-inch by 11-inch size, mounted on soft card stock.
b. Aerial photos: Color, matte finish, 11-inch by 17-inch size, mounted on soft card stock.
c. Mount each print in a separate, archival type, non-glare, 3-hole punched protector.

4. Identification: On photograph, provide the following information:
a. Name of project.
b. Date stamp: Unless otherwise indicated, date and time stamp each photograph as it is being taken so stamp is integral to photograph. c. Description of vantage point, indicating location and direction by compass point.

5. Provide a suitably sized 3-ring binder for each set of prints. a. Furnish binders in sufficient quantities to hold entire set of prints taken for the duration of the Contract.
b. Label binder spine and front with project name.

B. Digital media:

1. Flash drive compatible with current Microsoft Windows.

2. Provide photos as individual, indexed JPG files with the following characteristics:
a. Compression shall be set to preserve quality over file size.

Photographic and Videographic Documentation
01340-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01340 (CONFORMED) b. Highest resolution JPG images shall be submitted. Resizing to a smaller size when high resolution JPGs are available shall not be permitted. c. JPG image resolution shall be 5 megapixels at 2,400 by 1,800 or higher. d. Images shall have rectangular clean images. Artistic borders, beveling, drop shadows, etc., are not permitted.

3. Identification: On photograph, provide the following information:
a. Name of project.
b. Date stamp: Unless otherwise indicated, date and time stamp each photograph as it is being taken so stamp is integral to photograph. c. Description of vantage point, indicating location and direction by compass point.

C. Videos:

1. Video quality shall be 720p HD or greater in MPG, AVCHD, AVI, or MP4 format.

2. Digital color video format.

3. Provide audio portion of the composite video sufficiently free from electrical interference and background noise to provide complete intelligibility of oral report.

4. Identification: On each copy provide a label with the following information:
a. Name of project.
b. Date video was recorded.

5. Submit 1 copy of each video within 7 days of recording.

6. Display continuous running time.

7. At start of each video recording, record weather conditions from local newspaper or television and the actual temperature reading at Project site.

PART 3 EXECUTION (NOT USED)

END OF SECTION

Hazardous Material Procedures
01354-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01354 (CONFORMED) SECTION 01354

HAZARDOUS MATERIAL PROCEDURES
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Procedures required when encountering hazardous materials at the Work site.

1.02 REFERENCES
A. California Code of Regulations (CCR):

1. Title 8 - Industrial Relations.

2. Title 22 Division 4.5 - Environmental Health Standards for the Management of Hazardous Waste.

B. California Occupational Safety and Health Administration (Cal-OSHA).

C. Occupational Safety and Health Administration (OSHA).

D. United States Code of Federal Regulation (CFR):

1. Title 29 - Labor:
a. 1926.62 - Lead.

2. Title 40 - Protection of Environment:
a. 261 - Identification and Listing of Hazardous Waste.

1.03 SUBMITTALS
A. Submit laboratory reports, hazardous material removal plans, and certifications.

1.04 OPERATING DIGESTERS
A. Observe safety precautions in vicinity of operating digesters which contain digester gases, including methane, hydrogen sulfide, and carbon dioxide.

1.05 HAZARDOUS MATERIALS PROCEDURES
A. Hazardous materials are those defined by 40 CFR and State specific codes.

B. Forward to Engineer, copies of reports, permits, receipts, and other documentation related to remedial work.

C. Assume responsibility for worker health and safety, including health and safety of subcontractors and their workers.

1. Instruct workers on recognition and reporting of materials that may be hazardous.

Hazardous Material Procedures
01354-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01354 (CONFORMED) D. File requests for adjustments to Contract Times and Contract Price due to the finding of Hazardous Materials in the Work site in accordance with Contract Documents.

1. Minimize delays by continuing performance of the Work in areas not affected by hazardous materials operations.

E. When hazardous materials have been found:

1. Prepare and initiate implementation of plan of action.

2. Notify immediately Owner, Engineer, and other affected persons.

3. Notify such agencies as are required to be notified by laws and regulations with the times stipulated by such laws and regulations.

4. Designate a Certified Industrial Hygienist to issue pertinent instructions and recommendations for protection of workers and other affected persons' health and safety.

5. Identify and contact subcontractors and licensed personnel qualified to undertake storage, removal, transportation, disposal, and other remedial work required by, and in accordance with, laws and regulations.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Delegated Design Procedures
01357-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01357 (CONFORMED) SECTION 01357

DELEGATED DESIGN PROCEDURES
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Delegated Design Procedures.

1.02 GENERAL
A. Delegated Design - Professional design services assigned to the Contractor by express delegation in the Contract Documents. Work is “Delegated Design” where the Technical Sections require the Contractor to provide professional design services and to submit signed and sealed documents from a registered Professional Engineer.

B. Contractor’s Professional Engineer - The design professional retained by the Contractor to perform Delegated Design.

C. Owner may require Contractor to provide professional design services for a portion of the Work by express delegation in the Contract Documents.

1. Requirements of Delegated Design component as specified in the technical section and as indicated on the Drawings.

2. Such delegation will specify the performance and design criteria that such services must satisfy, and the Submittals that Contractor must furnish to Engineer with respect to the Delegated Design.

D. Contractor shall cause such Delegated Design services to be provided pursuant to the professional standard of care by a properly licensed design professional, whose signature and seal shall appear on drawings, calculations, specifications, certifications, and submittals prepared by such design professional.

1. Contractor shall not be responsible for the adequacy of performance or design criteria specified by Owner or Engineer.

2. Contractor is not required to provide professional services in violation of applicable Laws and Regulations.

3. Such design professional shall issue certifications of design required by Laws and Regulations.

4. If a Shop Drawing or other Submittal related to the Owner-delegated design is prepared by Contractor, a Subcontractor, or others for submittal to Engineer, then such Shop Drawing or other Submittal shall bear the written approval of Contractor’s design professional when submitted by Contractor to Engineer.

E. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, and approvals performed or provided by the design professionals retained or employed by Contractor under Delegated Design, subject to the professional standard of care and the performance and design criteria stated in the Contract Documents.

Delegated Design Procedures
01357-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01357 (CONFORMED) F. Engineer’s review, approval, and other determinations regarding design drawings, calculations, specifications, certifications, and other Submittals furnished by Contractor pursuant to a Delegated Design will be only for the following limited purposes:

1. Confirming that submittal is in conformance with the performance and design criteria specified in the Contract Documents.

1.03 CONTRACTOR’S PROFESSIONAL ENGINEER
A. Contractor or Subcontractor shall retain a licensed professional engineer to perform Delegated Design.

B. Qualifications:

1. Holding a current license to perform the specified design in the same jurisdiction as the Project site.

2. Experienced in designing similar systems of similar complexity.

C. Insurance:

1. Provide Contractor’s Professional Engineer’s Professional Liability Insurance as specified Section 5 of the General Conditions.

D. Responsibilities:

1. Review and design in accordance with system performance and design criteria stated in the Contract Documents.
a. Prepare written requests for clarifications or interpretations of performance or design criteria for submittal to Engineer by Contractor.

2. Sign and seal design reports, calculations, design drawings and specifications, and other design Submittals for the Delegated Design Work.

3. Review and submit written approval of submittals related to the Delegated Design Work.

4. Design modifications to the Delegated Design Work as required.

5. Visit the Site, as required, to verify that installation of the Delegated Design Work is in conformance with the Delegated Design drawings and specifications.

6. Submit through Contractor to Engineer written, signed, and sealed certification that the installed Delegated Design Work complies with Contractor’s professional engineer’s design.

1.04 SUBMITTALS
A. Prior to the start of Delegated Design:

1. Contractor’s Professional Engineer’s qualifications:
a. Experience for the Delegated Design.
b. Evidence of professional engineering license.

2. Contractor’s Professional Engineer Professional Liability Insurance certificate.

B. Delegated Design:

1. Product data:
a. Details related to the Delegated Design as specified in technical sections to completely describe the system.

Delegated Design Procedures
01357-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01357 (CONFORMED)

2. Design documents with signature and seal from the Contractor’s Professional Engineer.
a. Design documents include but are not limited to drawings, calculations, specifications, inspection reports, and certifications.

3. Lists and schedules:
a. Prepare and submit lists or schedules of items where delegated design is required by the Contract Documents.
b. Group items by location in the Work.
1) When "Area Numbers" are indicated on the Contract Drawings, group lists in accordance with those "areas."
2) For work without area numbers, group using logical divisions acceptable to Engineer.
3) Group items within each "area" as follows:
a) Systems.
b) Components.
c) Supports.
d) Anchorage.
e) Bracing.

C. Construction services:

1. Contractor’s Professional Engineer’s comments on submittals.

2. Other construction documents, as required.

1.05 ENGINEER RESPONSE TO DELEGATED DESIGN SUBMITTALS
A. The Engineer response will be either of the following:

1. Approved. Make Corrections Noted - See Comments:
a. The Contractor may proceed with the Work, however, all notations and comments must be incorporated into the final product.
b. The review was for the limited purpose of determining that the document was stamped by a Professional Engineer and that such design is generally consistent with and will not negatively affect the design concept presented in the Contract Documents.

2. Rejected - See Remarks:
a. Contractor may not proceed with the Work described in the submittal. b. The submittal does not meet the intent of the Contract Documents. c. Resubmittal of complete submittal package is required with materials, equipment, methods, etc. that meet the requirements of the Contract Documents.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Regulatory Requirements
01410-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01410 (CONFORMED) SECTION 01410

REGULATORY REQUIREMENTS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Regulatory authorities and codes.

1.02 AUTHORITIES HAVING JURISDICTION (AHJ)
A. Also referred to as the permitting agency.

B. Building Department: City of Ukiah.

C. Fire Department: City of Ukiah.

D. California Department of Fish and Wildlife.

E. California Department of Transportation (Caltrans).

1.03 APPLICABLE CODES
A. Products in contact with drinking water

1. Materials in contact with drinking waters: In accordance with NSF 61 and NSF 372.
a. Certification by an independent ANSI accredited third party, including, but not limited to, NSF International, as being lead free.

2. Materials in contact with drinking waters: In accordance with California Health and Safety Code, Section 116875.

B. California Code of Regulations (CCR), California Building Standards Code, CCR Title 24:

1. Building code:
a. California Building Code (CBC), Title 24, Part 2 – 2022.

2. Electrical code:
a. California Electrical Code (CEC), Title 24, Part 3 – 2022.

3. Mechanical code:
a. California Mechanical Code (CMC), Title 24, Part 4 – 2022.

4. Plumbing code:
a. California Plumbing Code (CPC), Title 24, Part 5 – 2022.

5. Energy code:
a. California Energy Code (CEC), Title 24, Part 6 – 2022.

6. Historical building code:
a. California Historical Building Code (CHBC), Title 24, Part 8 – 2019.

7. Fire code:
a. California Fire Code (CFC), Title 24, Part 9 – 2022.

Regulatory Requirements
01410-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01410 (CONFORMED)

8. Existing building code:
a. California Existing Building Code (CEBC), Title 24, Part 10 – 2019.

9. Green building standards code:
a. California Green Building Standards Code (CALGreen), Title 24, Part 11 – 2022.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Mockups
01439-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01439 (CONFORMED) SECTION 01439

MOCKUPS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Mockups of specific assemblies to be installed on this Project.

1.02 VISUAL MOCKUPS
A. Definition:

1. Visual mockup:
a. Separate mockup construction incorporating elements specified in various Sections, intended to illustrate materials and workmanship in an assembly, and used for technical and aesthetic evaluation. Mockup shall not be a part of the finished construction. Mockup shall be accepted by Engineer prior to beginning this work on the building.
1) Configuration and extent of mockup: As required to illustrate the design intent for Engineer’s evaluation.
2) Place mockup on-site in a location where it will not be disturbed or damaged during construction.

B. Maintain and protect Visual Mockups from damage during construction, and dispose of mockups when no longer required, as determined by Engineer.

1.03 BENCHMARK MOCKUPS
A. Definition:

1. Benchmark mockup:
a. In-place portions of assemblies to be repeated throughout the Work. b. Accepted benchmark mockups are intended to serve as a standard by which the work will be judged.
c. Accepted benchmark mockups may be incorporated into the final construction.

B. Construct benchmark mockups to verify selections made under sample submittals, to demonstrate aesthetic effects, to set quality standards for materials and execution, and to set quality standards for fabrication and installation.

C. Acceptance of benchmark mockups incorporated in the Work does not constitute approval of deviations from the Contract Documents unless Engineer specifically approves such deviations in writing.

D. Protect benchmark mockup from damage and ensure it is not disturbed at time of Project Completion.

Mockups
01439-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01439 (CONFORMED)

1.04 MOCKUP DESCRIPTION
A. General: Provide mockups as specified below:

1. Mockup construction schedule: Indicate time required for mockup construction, Engineer’s and Owner’s review and acceptance, and removal/demolition work associated with mockups, in Construction Progress Schedule.

B. Building façade colored and textured concrete (visual mockup):

1. Provide building façade mock-up involving the following Sections:
a. Section 03300 - Cast-in-Place Concrete.

2. Mockup shall consist of a 4-inch thick vertical concrete panel divided into three-36 inch by 36-inch sections.
a. Each section shall have the texture imparted by specified formliner and be finished with specified concrete stain in color selected by Engineer. b. The stain shall be applied at a 1:1 dilution ratio at the first section, a 1:10 dilution ratio at the second section, and a 1:20 dilution ratio at the third section.

C. Structural Concrete F4 Finish and tie-hole repair (visual mockup):

1. Provide concrete finish mock-up involving the following Sections:
a. Section 03300 - Cast-in-Place Concrete.
b. Section 03366 - Tooled Concrete Finishes.

2. Mockup shall consist of a 4-inch thick vertical concrete panel divided into two-36 inch by 36-inch sections.
a. One section shall demonstrate the F4 concrete. The section shall include 1 horizontal and 1 vertical form joint.
b. The other section shall demonstrate the tie-hole repair. A minimum of 4 tie-holes shall be included.

PART 2 PRODUCTS

2.01 MATERIALS
A. Materials as specified in the following Sections:

1. Section 03300 - Cast-in-Place Concrete.

2. All other products and materials as required for a complete mockup.

PART 3 EXECUTION

3.01 MOCKUP MATERIALS
A. Contractor is cautioned to not purchase all materials for the project that are involved in any one mockup until after the mockup has been reviewed and accepted by the Engineer.

END OF SECTION

Quality Control
01450-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED) SECTION 01450

QUALITY CONTROL
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Quality control and control of installation.

2. Tolerances.

3. References.

4. Mock-up requirements.

5. Authority and duties of Owner’s representative or inspector.

6. Sampling and testing.

7. Testing and inspection services.

8. Contractor’s responsibilities.

1.02 QUALITY CONTROL AND CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

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

C. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

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

E. Perform Work by persons qualified to produce required and specified quality.

F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

H. When specified, products will be tested and inspected either at point of origin or at Work site:

1. Notify Engineer in writing well in advance of when products will be ready for testing and inspection at point of origin.

2. Do not construe that satisfactory tests and inspections at point of origin is final acceptance of products. Satisfactory tests or inspections at point of origin do not preclude retesting or re-inspection at Work site.

I. Do not ship products which require testing and inspection at point of origin prior to testing and inspection.

Quality Control
01450-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED)

1.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. When Manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

1.04 REFERENCES
A. ASTM International (ASTM):

1. E329 - Standard for Agencies Engaged in Construction Inspection, Testing or Special Inspection.

B. National Institute of Standards and Technology (NIST).

1.05 PRODUCT REQUIREMENTS
A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding.

1.06 MOCK-UP REQUIREMENTS
A. Tests will be performed under provisions identified in this Section and identified in respective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

C. Accepted mock-ups shall be comparison standard for remaining Work.

D. Where mock-up has been accepted by Engineer and is specified in product specification sections to be removed; remove mock-up and clear area when directed to do so by Engineer.

Quality Control
01450-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED)

1.07 AUTHORITY AND DUTIES OF OWNER'S REPRESENTATIVE OR INSPECTOR A. Owner’s Project Representative employed or retained by Owner is authorized to inspect the Work.

B. Inspections may extend to entire or part of the Work and to preparation, fabrication, and manufacture of products for the Work.

C. Deficiencies or defects in the Work which have been observed will be called to Contractor’s attention.

D. Inspector will not:

1. Alter or waive provisions of Contract Documents.

2. Inspect Contractor’s means, methods, techniques, sequences, or procedures for construction.

3. Accept portions of the Work, issue instructions contrary to intent of Contract Documents, or act as foreman for Contractor. Supervise, control, or direct Contractor’s safety precautions or programs; or inspect for safety conditions on Work site, or of persons thereon, whether Contractor’s employees or others.

E. Inspector will:

1. Conduct on-site observations of the Work in progress to assist Engineer in determining when the Work is, in general, proceeding in accordance with Contract Documents.

2. Report to Engineer whenever Inspector believes that Work is faulty, defective, does not conform to Contract Documents, or has been damaged; or whenever there is defective material or equipment; or whenever Inspector believes the Work should be uncovered for observation or requires special procedures.

1.08 SAMPLING AND TESTING
A. General:

1. Prior to delivery and incorporation in the Work, submit listing of sources of materials, when specified in sections where materials are specified.

2. When specified in sections where products are specified:
a. Submit sufficient quantities of representative samples of character and quality required of materials to be used in the Work for testing or examination.
b. Test materials in accordance with standards of national technical organizations.

B. Sampling:

1. Furnish specimens of materials when requested.

2. Do not use materials which are required to be tested until testing indicates satisfactory compliance with specified requirements.

3. Specimens of materials will be taken for testing whenever necessary to determine quality of material.

4. Assist Engineer in preparation of test specimens at site of work, such as soil samples and concrete test cylinders.

Quality Control
01450-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED)

1.09 TESTING AND INSPECTION SERVICES
A. Contractor will employ and pay for specified services of an independent firm to perform Contractor quality control testing as required in the technical specifications for various work and materials.

B. Owner will employ and pay for specified services of an “Owner’s independent testing firm” certified to perform testing and inspection as required in the technical specifications for various work and materials or stipulated in Section 01455 - Regulatory Quality Assurance to confirm Contractor’s compliance with Contract Documents.

C. The Owner’s independent testing firm will perform tests, inspections and other services specified in individual specification sections and as required by Owner and requested by the Engineer.

D. The qualifications of laboratory that will perform the testing, contracted by the Owner or by the Contractor, shall be as follows:

1. Has authorization to operate in the state where the project is located.

2. Meets “Recommended Requirements for Independent Laboratory Qualification,” published by American Council of Independent Laboratories.

3. Meets requirements of ASTM E329.

4. Laboratory Staff: Maintain full time specialist on staff to review services.

5. Testing Equipment: Calibrated at reasonable intervals with devices of accuracy traceable to NIST or accepted values of natural physical constants.

6. Will submit copy of report of inspection of facilities made by Materials Reference Laboratory of NIST during most recent tour of inspection, with memorandum of remedies of deficiencies reported by inspection.

E. Testing, inspections, and source quality control may occur on or off project site.

Perform off-site testing inspections and source quality control as required by Engineer or Owner.

F. Contractor shall cooperate with Owner’s independent testing firm, furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Engineer and Owner’s independent testing firm 48 hours prior to expected time for operations requiring testing.

2. Make arrangements with Owner’s independent testing firm and pay for additional samples and tests required for Contractor’s use.

G. Limitations of authority of testing Laboratory: Owner’s independent testing firm or Laboratory is not authorized to:

1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency or laboratory may not approve or accept any portion of the Work.

3. Agency or laboratory may not assume duties of Contractor.

4. Agency or laboratory has no authority to stop the Work.

Quality Control
01450-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED) H. Testing and employment of an Owner’s independent testing firm or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

I. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same Owner’s independent testing firm on instructions by Engineer. Payment for re-testing or re-inspection will be charged to Contractor by deducting testing charges from Contract Sum/Price.

J. The Owner’s independent testing firm responsibilities will include:

1. Test samples of mixes submitted by Contractor.

2. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services.

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

4. Ascertain compliance of materials and mixes with requirements of Contract Documents.

5. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or products.

6. Perform additional tests required by Engineer.

7. Attend preconstruction meetings and progress meetings when requested.

K. Owner’s independent testing firm individual test reports:

1. After each test, Owner’s independent testing firm will promptly submit electronically report to Engineer and to Contractor.

2. Test reports shall include at least the following information:
a. Date issued.
b. Project title and number.
c. Name of inspector.
d. Date and time of sampling or inspection.
e. Identification of product and specifications section. f. Location in Project.
g. Type of inspection or test.
h. Date of test.
i. Certified test results stamped and signed by a registered Engineer in the state where the project is located.
j. Summary of conformance with Contract Documents.
k. When requested by Engineer, the Owner’s independent testing firm will provide interpretation of test results.

1.10 CONTRACTOR'S RESPONSIBILITIES
A. Cooperate with Owner’s independent testing firm or laboratory personnel and provide access to construction and manufacturing operations.

B. Secure and deliver to Owner’s independent testing firm or laboratory adequate quantities of representative samples of materials proposed to be used and which require testing.

Quality Control
01450-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01450 (CONFORMED) C. Provide to Owner’s independent testing firm or laboratory and Engineer preliminary mix design proposed to be used for concrete, and other materials mixes which require control by testing laboratory.

D. Submit product test reports electronically.

E. Furnish incidental labor and facilities:

1. To provide access to construction to be tested.

2. To obtain and handle samples at Work site or at source of product to be tested.

3. To facilitate inspections and tests.

4. For storage and curing of test samples.

F. Notify Owner’s independent testing firm or laboratory 48 hours in advance of when observations, inspections and testing is needed for laboratory to schedule and perform in accordance with their notice of response time.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Regulatory Quality Assurance
01455-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) SECTION 01455

REGULATORY QUALITY ASSURANCE
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: This Section describes project regulatory requirements for quality assurance that includes special inspections, special certification, and structural observation.

1.02 REFERENCES
A. American Concrete Institute (ACI):

1. 318 - Building Code Requirements for Structural Concrete.

2. 530 - Building Code Requirements for Masonry Structures.

3. 530.1 - Specification for Masonry Structures.

B. American Institute of Steel Construction (AISC):

1. 360 - Specification for Structural Steel Buildings.

C. American Society of Civil Engineers (ASCE):

1. 7 - Minimum Design Loads for Buildings and Other Structures.

D. American Welding Society (AWS):

1. D1.3 - Structural Welding Code - Sheet Steel.

2. D1.4 - Structural Welding Code - Reinforcing Steel.

E. ASTM International (ASTM):

1. A706 - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement.

2. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field.

3. C172 - Standard Practice for Sampling Freshly Mixed Concrete.

4. C1611 - Standard Test Method for Slump Flow of Self-Consolidating Concrete.

F. California Building Code (CBC) 2022 with City of Ukiah amendments.

G. The Masonry Society (TMS):

1. 402 - Building Code for Masonry Structures.

2. 602 - Specifications for Masonry Structures.

Regulatory Quality Assurance
01455-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

1.03 DEFINITIONS
A. Special Certification: Certification for designated seismic systems that demonstrates compliance with performance requirements.

B. Special Inspection: Inspection of the materials, installation, fabrication, erection, or placement of components and connections requiring special expertise to ensure compliance with approved construction documents and referenced standards.

C. Special Inspection, Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed.

D. Special Inspection, Periodic: The part-time, or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed and at the completion of the work.

E. Structural Observation: The visual observation of the structural system by a registered design professional for general conformance to the approved construction documents at significant construction stages and at completion of the structural system.

1.04 DESCRIPTION
A. This Section describes special inspections, special certification and structural observation of structural assemblies and components to be performed in compliance with the building code specified in Section 01410 - Regulatory Requirements.

B. The special certification and special inspections specified in this Section are in addition to the requirements specified in Section 01450 - Quality Control, and by the individual Sections.

1.05 SUBMITTALS
A. Contractor shall submit special certifications for designated seismic systems.

B. Contractor shall schedule and coordinate the submittal of Special Inspection reports and test results prepared by others.

1.06 SPECIAL INSPECTION
A. Owner will employ 1 or more special inspectors who will provide special inspections during construction.

B. Special inspector(s) shall be qualified for inspection of the particular type of materials or operations requiring special inspection.

C. Testing laboratory: Testing that is required to satisfy the requirements of special inspection will be performed by the Owner's testing laboratory as specified in Section 01450 - Quality Control.

Regulatory Quality Assurance
01455-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) D. Duties of Special Inspector:

1. General: Required duties of the special inspector(s) shall be as described in Chapter 17 of the building code specified in Section 01410 - Regulatory Requirements.

2. Reporting: Special inspector(s) shall provide reports of each inspection to the Owner and shall distribute copies of inspection reports to the Engineer and Contractor as required.
a. Reports shall, at a minimum, include the following items:
1) Date and time of inspection, and name(s) of individual(s) performing the inspection.
2) Structures and areas of the structure where work or testing was observed.
3) Discrepancies between the requirements of the Contract Documents and the work or testing observed.
4) Other areas of deficiency in the Work.

E. Special inspections shall not be construed as fulfilling the requirements for structural observation.

F. Owner or special inspector are responsible to select materials for special inspection.

1. It is not acceptable for Contractor to select materials for special inspection.

1.07 SPECIAL CERTIFICATION
A. Contractor shall be responsible for providing equipment that meets the special certification requirements of the building code specified in Section 01410 - Regulatory Requirements.

B. The following designated seismic systems shall be subject to the testing and qualification requirements of the regulatory building code, as specified in Section 01410 - Regulatory Requirements and shall require special certification as set forth in ASCE 7, Section 13.2:

1. Mechanical equipment that is assigned an importance factor of 1.50 as specified in Section 01850 - Design Criteria.

2. All electrical equipment.

C. Special certification requirements for designated seismic systems:

1. Submittals for mechanical and electrical equipment identified in this Section as designated seismic systems shall include certification that the equipment is seismically qualified. Certifications shall be subject to review and acceptance by Owner.

2. Certifications may be at least 1 of the following in accordance with ASCE 7, Section 13.2:
a. Analysis.
b. Testing.
c. Experience data.

Regulatory Quality Assurance
01455-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

1.08 STRUCTURAL OBSERVATION
A. Owner will employ 1 or more registered design professionals who will provide structural observation(s) during construction.

1. Registered design professional shall be a civil or structural engineer currently licensed as such in the state where the project is located and regularly engaged in structural design equivalent to or similar to those indicated on the Drawings.

B. Structural observations shall not be construed as fulfilling the requirements for special inspections.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

3.01 SPECIAL INSPECTIONS
A. The Owner will provide special inspection of following types of work as described in in Section 1705 of the building code as specified in Section 01410 - Regulatory Requirements wherever such work occurs unless otherwise specified.

1. Attachment A - Concrete Special Inspection Schedule.

2. Attachment B - Architectural, Mechanical, and Electrical Components - Special Inspection Schedule.

3. Attachment C - Masonry Special Inspection Schedule - “Level C".

4. Attachment D - Soils Verification and Inspection Schedule.

5. Attachment E - Structural Steel Special Inspection Schedule.

6. Attachment F - Structural Steel Bolting Special Inspection Schedule.

7. Attachment G - Steel Construction - Steel Deck - Special Inspection Schedule.

8. Attachment H - Deep Foundations, Cast-in-Place - Special Inspection Schedule.

3.02 SPECIAL CERTIFICATION
A. Special inspector shall examine the designated seismic system(s) specified and determine whether the designated system components, including anchorage, are consistent with the evidence of compliance submitted for special certification.

3.03 STRUCTURAL OBSERVATION
A. The following work requires structural observation in accordance with Section 1704.5 of the building code specified in Section 01455 - Regulatory Requirements.

1. All structures in all areas:
a. Foundations.
b. Elevated slabs.

Regulatory Quality Assurance
01455-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

3.04 SCHEDULE
A. Contractor shall allow time necessary for special inspections and structural observation specified herein.

B. Sufficient notice shall be given so that the special inspections and structural observations can be performed. Contractor shall allow time for individuals performing special inspection and structural observation to travel to the site.

3.05 PROCEDURE
A. The special inspector will immediately notify the Engineer of any corrections required and follow notification with appropriate documentation.

B. Contractor shall not proceed until the work is satisfactory to the Engineer.

END OF SECTION

Regulatory Quality Assurance
01455-Attachment A 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT A - CONCRETE SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment A-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

CONCRETE SPECIAL INSPECTION SCHEDULE
(Includes: cast-in-place, precast, prestressed, precast-prestressed, and shotcrete.) Verification and Inspection
Reference
Standard
ACI 318-14
AWS D1.4-18
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

1. Inspect reinforcement, including
prestressing tendons, and verify placement.

ACI 318: 20, 25.2,

25.3,

26.6.1-26.6.3
CBC: 1908.4


2. Reinforcing bar welding:
a. Verify weldability of reinforcing bars
other than ASTM A706;
AWS D1.4
ACI 318: 26.6.4

b. Inspect single-pass fillet welds,
maximum 5/16”; and
AWS D1.4
ACI 318: 26.6.4

c. Inspect all other welds. AWS D1.4
ACI 318: 26.6.4


3. Inspect anchors cast in concrete. ACI 318: 17.8.2 

4. Inspect anchors post-installed in hardened
concrete members.
a. Adhesive anchors installed in
horizontally or upwardly inclined
orientations to resist sustained tension
loads.

ACI 318: 17.8.2.4

b. Mechanical anchors and adhesive
anchors not defined in 4.a.

ACI 318: 17.8.2 

5. Verify use of required design mix. ACI 318: 19,

26.4.3, 26.4.4
CBC: 1904.1,
1904.2, 1908.2,
1908.3


6. Prior to concrete placement, fabricate
specimens for strength tests, perform
slump and air content tests, and determine
the temperature of the concrete.

ASTM C172
ASTM C31
ACI 318: 26.5,

26.12 CBC: 1908.10


7. Inspect concrete and shotcrete placement
for proper application techniques.

ACI 318: 26.5
CBC: 1908.6,
1908.7, 1908.8


Regulatory Quality Assurance
01455-Attachment A-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) Verification and Inspection
Reference
Standard
ACI 318-14
AWS D1.4-18
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

8. Verify maintenance of specified curing
temperature and techniques.

ACI 318:

26.5.3-26.5.5
CBC: 1908.9


10. Inspect erection of precast concrete
members.

ACI 318: 26.9 

11. Verify in-situ concrete strength, prior to
stressing of tendons in post-tensioned
concrete and prior to removal of shores
and forms from beams and structural
slabs.

ACI 318: 26.11.2


12. Inspect formwork for shape, location and
dimensions of the concrete member being
formed.

ACI 318:

26.11.1.2.(b) 
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment B 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT B - ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment B-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

SPECIAL INSPECTION SCHEDULE
Verification and Inspection
Reference
Standard
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

1. Architectural components:
a. Cladding - exterior, weighing more than 5
psf: erection and fastening.

CBC:
1705.12.5 
b. Exterior insulation and finish system (EIFS):

NTS: Review CBC and edit for project.

CBC:
1705.16
c. Non-bearing walls – exterior: erection and
fastening.

CBC:
1705.12.5 
d. Non-bearing walls – interior, weighing more
than 15 psf.

CBC:
1705.12.5 
e. Veneer, exterior and interior, weighing more
than 5 psf: erection and fastening.

CBC:
1705.12.5 
f. Access floors: erection and anchorage. CBC:
1705.12.5.1 
g. Suspended ceiling system: bracing. 
h. Storage racks – 8 feet or greater in height:
anchorage.

CBC:
1705.12.7 
i. Skylight: verification of safety compliance
and labeling and installation.

CBC:
1709.6 

2. Plumbing, mechanical, and electrical
components:
a. Anchorage of electrical equipment for
emergency and standby power systems.

CBC:
1705.12.6.1 
b. Anchorage of other electrical and
mechanical equipment over 400 lb. on floors
or roofs.

CBC:
1705.12.6.2 
c. Installation and anchorage of pipelines
carrying hazardous chemicals and their
associated mechanical units.

CBC:
1705.12.6.3 
d. Installation and anchorage of pipelines
greater than 8 inches in diameter. 
e. Installation and anchorage of ductwork
designed to carry hazardous materials.

CBC:
1705.12.6.4 

Regulatory Quality Assurance
01455-Attachment B-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) Verification and Inspection
Reference
Standard
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic
f. Installation and anchorage of ductwork
greater than 6 sf in cross section. 
g. Installation and anchorage of vibration
isolation systems where contract documents
require nominal clearance of 1/4 inch or less
between the equipment support frame and
its support/restraint.

CBC:
1705.12.6.5 
h. Installation of mechanical and electrical
equipment, including duct work, piping
systems and their structural supports, where
automatic fire sprinkler systems are installed.

CBC:
1705.12.6.6 

3. Fire-resistance elements:
a. Sprayed fire-resistant coatings. CBC:
1705.14
b. Mastic and intumescent coatings. CBC:
1705.15
c. Fire-resistant penetrations and joint systems. CBC:
1705.17,

4. Smoke control systems. CBC:
1705.18
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment C 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) ATTACHMENT C - MASONRY SPECIAL INSPECTION SCHEDULE - “LEVEL C”

Regulatory Quality Assurance
01455-Attachment C-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) MASONRY SPECIAL INSPECTION SCHEDULE - “LEVEL C”

MINIMUM TESTS
Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site as determined by ASTM C1611 for self-consolidating grout.

Verification of proportions of materials in premixed or pre-blended mortar and grout as delivered to the project site.

Verification of f
'
m in accordance with Specification Section 04220 - Concrete Unit Masonry prior to construction.

MINIMUM SPECIAL INSPECTION - LEVEL C
Verification and Inspection
Reference Standard
TMS 402/ACI 530-13
TMS 602/ACI
530.1-13
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

1. Verify compliance with the approved
submittals.

TMS 602/ACI 530.1:

Art. 1.5 

2. As masonry construction begins, verify
that the following are in compliance:
a. Proportions of site-prepared mortar. TMS 602/ACI 530.1:

Art. 2.1, 2.6A 
b. Placement of masonry units and
construction of mortar joints.

TMS 602/ACI 530.1:

Art. 3.3B 
c. Placement of reinforcement,
connectors, and anchors.

TMS 602/ACI 530.1:

Art 3.4
TMS 402/ACI 530:

Sec 6.1, 6.2.6, 6.2.7

a. Reinforcing bar couplers and
terminators.

ICC-ES Evaluation
Report 

3. Prior to grouting, verify that the following
are in compliance:
a. Placement of masonry units and
construction of mortar joints.

TMS 602/ACI 530.1:

Art. 3.3B 
b. Grout space. TMS 602/ACI 530.1:

Art. 3.2D, 3.2F 

Regulatory Quality Assurance
01455-Attachment C-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

MINIMUM SPECIAL INSPECTION - LEVEL C
Verification and Inspection
Reference Standard
TMS 402/ACI 530-13
TMS 602/ACI
530.1-13
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic
c. Grade, type, and size of reinforcement
and anchor bolts.

TMS 602/ACI 530.1:

Art. 2.4, 3.4
TMS 402/ACI 530:

Sec. 6.1

d. Placement of reinforcement,
connectors, and anchors.

TMS 602/ACI 530.1:

Art. 3.2E, 3.4
TMS 402/ACI 530:

Sec. 6.1, 6.2.6, 6.2.7


4. Verify during construction:
a. Size and location of structural
elements:

TMS 602/ACI 530.1:

Art. 3.3F 
b. Type, size, and location of anchors,
including details of anchorage of
masonry to structural members,
frames, or other construction.

TMS 402/ACI 530:

Sec. 1.2.1(e), 6.1.4.3,

6.2.1 
c. Welding of reinforcement. TMS 402/ACI 530:

Sec 8.1.6.7.2,

9.3.3.4(c), 11.3.3.4(b)

d. Preparation, construction, and
protection of masonry during cold
weather (temperature below 40
degrees F) or hot weather
(temperature above 90 degrees F).

TMS 602/ACI 530.1:

Art. 1.8C, 1.8D


5. Observe preparation of grout specimens,
mortar specimens, and/or prisms.

TMS 602/ACI 530.1:

Art. 1.4 B.2.a.3, 1.4
B.2.b.3, 1.4 B.2.c.3,

1.4 B.3, 1.4 B.4

Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment D 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT D - SOILS VERIFICATION AND INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment D-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

SOILS VERIFICATION AND INSPECTION SCHEDULE
Verification and Inspection
Reference
Standard
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

1. Verify materials below shallow foundations are
adequate to achieve the design bearing
capacity.

CBC: T1705.6


2. Verify excavations are extended to proper
depth and have reached proper material.

CBC: T1705.6


3. Perform classification and testing of fill and
backfill materials.

CBC: T1705.6


4. Verify use of proper materials, densities, and
lift thicknesses during placement and
compaction of fill and backfill.

CBC: T1705.6


5. Prior to placement of fill, observe subgrade and
verify that site has been prepared properly.

CBC: T1705.6

Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment E 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT E - STRUCTURAL STEEL SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment E-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

STRUCTURAL STEEL SPECIAL INSPECTION SCHEDULE
Verification and Inspection
Referenced
Standard
AISC 360-10
Frequency of Inspection(1)
(During Task Listed)
Continuous Periodic
Inspection Tasks Prior to Welding AISC 360,
Table N5.4-1

1. Welding procedure specifications (WPSs)
available. 

2. Manufacturer certifications for welding
consumables available. 

3. Material identification (type/grade). 

4. Welder identification system. 

5. Fit-up groove welds (including joint
geometry):
• Joint preparation.
• Dimensions (alignment, root opening,
root face, bevel).
• Cleanliness (condition of steel
surfaces).
• Tacking (tack weld quality and
location).
• Backing type and fit (if applicable).


5. Configuration and finish of access holes. 

6. Fit-up of fillet welds:
• Dimensions (alignment, gaps at root).
• Cleanliness (condition of steel
surfaces).
• Tacking (tack weld quality and
location).


7. Check welding equipment. 
Inspection Tasks During Welding AISC 360,
Table N5.4-2

8. Use of qualified welders. 

9. Control and handling of welding
consumables:
• Packaging.
• Exposure control.


10. No welding over cracked tack welds. 

11. Environmental conditions:
• Wind speed within limits.
• Precipitation and temperature.


Regulatory Quality Assurance
01455-Attachment E-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED) Verification and Inspection
Referenced
Standard
AISC 360-10
Frequency of Inspection(1)
(During Task Listed)
Continuous Periodic

12. WPS followed:
• Settings on welding equipment.
• Travel speed.
• Selected welding materials.
• Shielding gas type/flow rate.
• Preheat applied.
• Interpass temperature maintained
(min/max).
• Proper position (F, V, H, OH).


13. Welding techniques:
• Interpass and final cleaning.
• Each pass within profile limitations.
• Each pass meets quality requirements.

Inspection Tasks After Welding AISC 360,
Table N5.4-3

14. Welds cleaned. 

15. Size, length, and location of welds. 

16. Welds meet visual acceptance criteria:
• Crack prohibition.
• Weld/base-metal fusion.
• Crater cross section.
• Weld profiles.
• Weld size.
• Undercut.
• Porosity.


17. Arc strikes. 

18. k-area. 

19. Backing removed and weld tabs removed
(if required). 

20. Repair activities. 

21. Document acceptance or rejection of
welded joint or member. 
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment F 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT F - STRUCTURAL STEEL BOLTING SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment F-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

STRUCTURAL STEEL BOLTING SPECIAL INSPECTION SCHEDULE
Verification and Inspection
Referenced
Standard
ASIC 360-10
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic
Inspection Tasks Prior to Bolting AISC 360,
Table N5.6-1

1. Manufacturer’s certifications available for
fastener materials. 

2. Fasteners marked in accordance with ASTM
requirements. 

3. Proper fasteners selected for the joint detail
(grade, type, bolt length if threads are to be
excluded from shear plane).


4. Proper bolting procedure selected for joint detail. 

5. Connecting elements, including the appropriate
faying surface condition and hole preparation, if
specified, meet applicable requirements.


6. Pre-installation verification testing by installation personnel observed and documented for fastener
assemblies and methods used.


7. Proper storage provided for bolts, nuts, washers
and other fastener components. 
Inspection Tasks During Bolting AISC 360,
Table N5.6-2

8. Fastener assemblies, of suitable condition,
placed in all holes and washers (if required) are
positioned as required.


9. Joint brought to the snug-tight condition prior to
the pretensioning operation. 

10. Fastener component not turned by the wrench
prevented from rotating. 

11. Fasteners are pretensioned in accordance with
the RCSC Specification, progressing
systematically from the most rigid point toward
the free edges.

Inspection Tasks After Bolting AISC 360,
Table N5.6-3

12. Document acceptance or rejection of bolted
connections. 
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment G 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT G - STEEL CONSTRUCTION - STEEL DECK -

SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment G-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

STEEL CONSTRUCTION - STEEL DECK -

SPECIAL INSPECTION SCHEDULE
Verification and Inspection
Referenced
Standard
CBC 2022
Frequency of
Inspection(1)
(During Task Listed)
Continuous Periodic

1. Cold-formed steel deck:
a. Materials: Identification markings conform
to ASTM standards specified in the
approved construction documents.

Applicable
ASTM
material
standards

b. Materials: Manufacturer's certified test
reports. 
c. Welding: Floor and roof deck welds. AWS D1.3 
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Regulatory Quality Assurance
01455-Attachment H 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

ATTACHMENT H - DEEP FOUNDATIONS, CAST-IN-PLACE -

SPECIAL INSPECTION SCHEDULE

Regulatory Quality Assurance
01455-Attachment H-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01455 (CONFORMED)

DEEP FOUNDATIONS, CAST-IN-PLACE - SPECIAL INSPECTION SCHEDULE Verification and Inspection
Reference
Standard
CBC 2022
Frequency of
Inspection(1)
(During task listed)
Continuous Periodic

1. Observe drilling operations and maintain
complete and accurate records for each
element.

CBC 1705.8 

2. Verify placement locations and
plumbness, confirm element diameters,
bell diameters (if applicable), lengths,
embedment into bedrock or specified
stratum (if applicable), and adequate
end-bearing strata capacity. Record
concrete or grout volumes.

CBC 1705.8 

3. For concrete or grout installations,
perform additional special inspection in
accordance with Attachment A - Concrete
Special Inspection.

CBC 1705.8 - -
Notes:
(1) The "" represents a required inspection activity for the project where it occurs.

Contractor Quality Control Plan
01460-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01460 (CONFORMED) SECTION 01460

CONTRACTOR QUALITY CONTROL PLAN
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Contractor Quality Control Plan.

1.02 SUBMITTALS
A. Qualifications of the Contractor’s Quality Control (CQC) Plan Manager.

B. Contractor’s Daily Quality Control Report:

1. Submit to Engineer within 1 day of completion of each inspection using the approved form.

C. Daily Inspection Report:

1. Submit to Engineer at the end of each working day or no later than prior to the beginning of the next working day using the approved form.

1.03 CONTRACTOR’S INSPECTION OF THE WORK
A. Work performed by Contractor shall be inspected by the Contractor’s CQC Plan Manager. Non-conforming Work and any safety hazards in the Work area shall be noted and promptly corrected.

B. No materials or equipment shall be used in Work without inspection and acceptance by Contractor’s CQC Plan Manager.

1.04 QUALIFICATIONS
A. Contractor’s CQC Plan Manager: Demonstrate having performed similar CQC functions on similar type projects. Submit records of personnel experience, training, and qualifying registrations.

B. Minimum qualifications: Candidate must have a minimum of 10 years of experience on projects of similar type and size.

1.05 COVERING WORK
A. Whenever Contractor intends to backfill, bury, cast in concrete, or otherwise cover any Work, notify Engineer not less than 24 hours in advance to request inspection before beginning any such Work of covering. Failure of Contractor to notify Engineer in accordance with this requirement shall be resolved according to Article 14 of the General Conditions.

Contractor Quality Control Plan
01460-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01460 (CONFORMED)

1.06 CONTRACTOR’S QUALITY CONTROL PROGRAM
A. General: Establish and execute a Quality Control (CQC) Plan for Work. The plan shall establish adequate measures for verification and conformance to defined requirements by Contractor personnel and lower-tier Subcontractors (including Fabricators, Suppliers, and Subcontractors). This program shall be described in a Plan responsive to this Section.

B. CQC personnel:

1. Contractor’s CQC Plan Manager shall report to a Senior Project Manager of the Contractor and shall have no supervisory or managerial responsibility over the workforce.

2. The Contractor CQC Plan Manager shall be on-site as often as necessary, but not less than the daily working hours specified in the Contract Documents to remedy and demonstrate that Work is being performed properly and to make multiple observations of Work in progress.

3. The Contractor is to furnish personnel with assigned CQC functions reporting to the CQC Manager. Persons performing CQC functions shall have sufficient qualifications, authority, and organizational freedom to identify quality problems and to initiate and recommend solutions.

C. CQC Plan:

1. Contractor’s CQC Plan shall include a statement by the Senior Project Manager designating the CQC Plan Manager and specifying the authority delegated to the CQC Plan Manager to direct cessation or removal and replacement of defective Work.

2. Describe the CQC program and include procedures, work instructions, and records. Describe methods relating to areas that require special testing and procedures as required by the specifications.

3. Include specific instructions defining procedures for observing Work in process and comparing this Work with the Contract requirements (organized by specifications section).

4. Describe procedures to ensure that equipment or materials that have been accepted at the Site are properly stored, identified, installed and tested.

5. Include procedures to verify that procured products and services conform to the requirements of the Specifications. Requirements of these procedures shall be applied, as appropriate, to lower-tier Suppliers and/or Subcontractors.

6. Commissioning quality control: Include procedures to verify that the commissioning requirements of the Contract Documents are integrated into the Contractor’s CQC Plan and conform to the requirements of the Specifications. Requirements of these procedures shall be applied, as appropriate, to the Contractor and the lower-tier Suppliers and/or Subcontractors.

7. Include instructions for recording inspections and requirements for demonstrating through the Daily Inspection Reports that Work inspected was in compliance or a deficiency was noted and action to be taken.

8. Procedures to preclude the covering of deficient or rejected Work.

9. Procedures for halting or rejecting Work.

Contractor Quality Control Plan
01460-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01460 (CONFORMED)

10. Procedures for resolution of differences between the CQC Plan Manager and the production personnel.

11. Identify contractual hold/inspection points as well as any Contractor-imposed hold/inspection points.

D. Daily Inspection Report: Include, at a minimum:

1. Inspection of specific work.

2. Quality characteristics in compliance.

3. Quality characteristics not in compliance.

4. Corrective/remedial actions taken.

5. Statement of certification.

6. CQC Manager’s signature, electronic signature is acceptable.

7. Information provided on the daily report shall not constitute notice of delay or any other notice required by the Contract Documents.

E. Deficient and Non-conforming Work and Corrective Action: Include procedures for handling deficiencies and non-conforming Work. Deficiencies and non-conforming Work are defined as documentation, drawings, material, equipment, or Work not conforming to the indicated requirements or procedures. The procedure shall prevent non-conformances by identification, documentation, evaluation, separation, disposition, and corrective action to prevent reoccurrence. Conditions having adverse effects on quality shall be promptly identified and reported to the senior level management. The cause of conditions adverse to quality shall be determined and documents and measures implemented to prevent recurrence. In addition, at a minimum, this procedure shall address:

1. Personnel responsible for identifying deficient and non-complying items within Work.

2. How and by whom deficient and non-compliant items are documented “in the field.”

3. The personnel and process utilized for logging deficient and non-compliant Work at the end of each day onto a deficiency log.

4. Tracking processes and tracking documentation for deficient and non-conforming Work.

5. Personnel responsible for achieving resolution of outstanding deficiencies.

6. Include detailed procedures for the performance and control of special process (e.g., welding, soldering, heat treating, cleaning, plating, nondestructive examination, etc.).

F. Audits: The CQC program shall provide for regularly scheduled documented audits to verify that CQC procedures are being fully implemented by Contractor and its Subcontractors. Audit records shall be made available to Engineer upon request.

G. Documented control/quality records:

1. Establish methods for control of Contract Documents that describe how Drawings and Specifications are received and distributed to ensure the correct issue of the document being used. Describe how record document/drawing data are documented and furnished to Engineer.

2. Maintain evidence of activities affecting quality. Including operating logs, records of inspection, audit reports, personnel qualification and certification records, procedures, and document review records.

Contractor Quality Control Plan
01460-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01460 (CONFORMED)

3. Maintain quality records in a manner that provides for timely retrieval and traceability. Protect quality records from deterioration, damage and destruction.

4. Develop a list of specific records as required by the Contract Documents that will be furnished to Engineer at the completion of activities.

H. Acceptance of CQC Plan: Engineer’s acceptance of the CQC Plan shall not relieve Contractor from any of its obligations for performance of Work. Contractor’s CQC staffing is subject to Engineer’s review and continued acceptance. Owner, at its sole discretion, and without cause, may direct Contractor to remove and replace the CQC Plan Manager.

1. Acceptance of the CQC Plan by the Engineer is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction.

2. After acceptance of the CQC Plan, notify the Engineer in writing of any proposed change. Proposed changes are subject to acceptance by the Engineer.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Temporary Facilities and Controls
01500-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) SECTION 01500

TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Furnishing, maintaining, and removing construction facilities and temporary controls, including temporary utilities, construction aids, barriers and enclosures, security, access roads, temporary controls, project sign, field offices and sheds, and removal after construction.

1.02 REFERENCE
A. American National Standards Institute (ANSI).

B. Occupational Safety and Health Administration (OSHA).

1.03 SUBMITTALS
A. Submit as specified in Section 01330 - Submittal Procedures.

1.04 TEMPORARY UTILITIES
A. Temporary electrical power:

1. Arrange with local utility to provide adequate temporary electrical service.

2. Provide and maintain adequate jobsite power distribution facilities conforming to applicable Laws and Regulations.

3. Provide, maintain, and pay for electric power for performance of the Work except for power required for operational testing.

B. Temporary electrical lighting:

1. In work areas, provide temporary lighting sufficient to maintain lighting levels during working hours not less than lighting levels required by OSHA and state agency which administers OSHA regulations where Project is located.

2. When available, permanent lighting facilities may be used in lieu of temporary facilities:
a. Prior to Substantial Completion of the Work, replace bulbs, lamps, or tubes used by Contractor for lighting.

C. Temporary heating, cooling, and ventilating:

1. Heat and ventilate work areas to protect the Work from damage by freezing, high temperatures, weather, and to provide safe environment for workers.

2. Permanent heating system may be utilized when sufficiently completed to allow safe operation.

Temporary Facilities and Controls
01500-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) D. Temporary water:

1. Pay for and construct facilities necessary to furnish potable water for human consumption and non-potable water for use during construction.

2. Remove temporary piping and connections and restore affected portions of the facility to original condition before Substantial Completion.

3. Pay for water used for construction prior to Substantial Completion.

4. Development of non-potable water supply:
a. Post ample signs throughout the work area warning that plant water is not potable.
b. Non-potable water is available from hydrants or hose valves within plant without cost. When combined demand of the Work and plant exceeds plant supply capacity, provide additional temporary supply capacity.

E. Temporary sanitary facilities:

1. Provide suitable and adequate sanitary facilities that are in compliance with applicable Laws and Regulations.

2. Existing facility use is not allowed.

3. At completion of the Work, remove sanitary facilities and leave site in neat and sanitary condition.

F. Temporary fire protection:

1. Provide fire protection required to protect the Work and ancillary facilities.

G. First aid: Post first aid facilities and information posters conforming to requirements of OSHA and other applicable Laws and Regulations in readily accessible locations.

H. Utilities in existing facilities: As specified in Section 01140 - Work Restrictions.

I. Temporary piping systems:

1. Submit layout drawings showing proposed routing of piping, including proposed pipe support and pipe restraint locations.

2. Submit product data for piping, fittings, appurtenances, restraints, supports, and other components of the temporary piping system.

3. Submit information at least 28 days prior to when each temporary piping system is scheduled to be installed and allow 14 days for review and comment.

J. Temporary pumping systems:

1. Submit pump data, performance curves, and other operating information as specified in Section 15050 - Common Work Results for Mechanical Equipment.

2. Submit sketches showing layout of temporary pumping system, including pump quantity, configuration in wet well, and proposed piping layout specified in this Section.

3. Submit piping headloss calculations based on proposed temporary piping system layout.

4. Submit information at least 28 days prior to when the temporary pumping system is scheduled to be installed and allow 14 days for review and comment.

Temporary Facilities and Controls
01500-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED)

1.05 CONSTRUCTION AIDS
A. Provide railings, kick plates, enclosures, safety devices, and controls required by Laws and Regulations and as required for adequate protection of life and property.

B. Use construction hoists, elevators, scaffolds, stages, shoring, and similar temporary facilities of ample size and capacity to adequately support and move loads.

C. Design temporary supports with adequate safety factor to ensure adequate load bearing capability:

1. When requested, submit design calculations by professional registered engineer prior to application of loads.

2. Submitted design calculations are for information and record purposes only.

D. Accident prevention:

1. Exercise precautions throughout construction for protection of persons and property.

2. Observe safety provisions of applicable Laws and Regulations.

3. Guard machinery and equipment and eliminate other hazards.

4. Make reports required by authorities having jurisdiction, and permit safety inspections of the Work.

5. Before commencing construction work, take necessary action to comply with provisions for safety and accident prevention.

E. Barricades:

1. Place barriers at ends of excavations and along excavations to warn pedestrian and vehicular traffic of excavations.

2. Provide barriers with flashing lights after dark.

3. Keep barriers in place until excavations are entirely backfilled and compacted.

4. Barricade excavations to prevent persons from entering excavated areas in streets, roadways, parking lots, treatment plants, or other public or private areas.

F. Warning devices and barricades: Adequately identify and guard hazardous areas and conditions by visual warning devices and, where necessary, physical barriers:

1. Provide devices in accordance with minimum requirements of OSHA and State agency which administers OSHA regulations where Project is located.

G. Hazards in public right-of-way:

1. Comply with local jurisdiction standards and requirements for right-of-way barricades and other safety devices.

2. Mark at reasonable intervals, trenches, and other continuous excavations in public right-of-way, running parallel to general flow of traffic, with traffic cones, barricades, or other suitable visual markers during daylight hours:
a. During hours of darkness, provide markers with torches, flashers, or other adequate lights.

3. At intersections or for pits and similar excavations, where traffic may reasonably be expected to approach head on, protect excavations by continuous barricades:
a. During hours of darkness, provide warning lights at close intervals.

Temporary Facilities and Controls
01500-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) H. Hazards in protected areas: Mark or guard excavations in areas from which public is excluded, in manner appropriate for hazard.

I. Above grade protection: On multi-level structures, provide safety protection that meets requirements of OSHA and State agency which administers OSHA regulations where Project is located.

J. Protect existing structures, trees, shrubs, and other items to be preserved on Project site from injury, damage, or destruction by vehicles, equipment, worker or other agents with substantial barricades or other devices commensurate with hazards.

K. Fences:

1. Enclose site of the Work with fence adequate to protect the Work against acts of theft, violence, and vandalism.

2. Enclose temporary offices and storage areas with fence adequate to protect temporary facilities against acts of theft, violence, and vandalism.

3. When entire or part of site is to be permanently fenced, permanent fence may be built to serve for both permanent and temporary protection of the work site, provided that damaged or defaced fencing is replaced prior to Substantial Completion.

4. Protect temporary and permanent openings and close openings in existing fences to prevent intrusion by unauthorized persons.
a. Bear responsibility for protection of plant and material on site of the Work when openings in existing fences are not closed.

5. During night hours, weekends, holidays, and other times when no work is performed at site, provide temporary closures or enlist services of security guards to protect temporary openings.

6. Fence temporary openings when openings are no longer necessary.

1.06 SECURITY
A. Make adequate provision for protection of the work area against fire, theft, and vandalism, and for protection of public against exposure to injury.

1.07 ACCESS ROADS
A. General:

1. Build and maintain access roads to and on site of the Work to provide for delivery of material and for access to existing and operating plant facilities on site.

2. Build and maintain dust free roads which are suitable for travel at 20 miles per hour.

B. Off-site access roads:

1. Build and maintain graded earth roads.

2. Build roads only in public right-of-way or easements obtained by Owner.

3. Obtain rights-of-way or easements when electing to build along other alignment.

Temporary Facilities and Controls
01500-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) C. On-site access roads:

1. Maintain access roads to storage areas and other areas to which frequent access is required.

2. Maintain similar roads to existing facilities on site of the Work to provide access for maintenance and operation.

3. Protect buried vulnerable utilities under temporary roads with steel plates, wood planking, or bridges.

4. Maintain on-site access roads free of mud.

5. Provide controls to prevent vehicles leaving the site from tracking mud off the site onto the public right-of-way.

1.08 TEMPORARY CONTROLS
A. Dust control:

1. Prevent dust nuisance caused by operations, unpaved roads, excavation, backfilling, demolition, or other activities.

2. Control dust by sprinkling with water, use of dust palliatives, modification of operations, or other means acceptable to agencies having jurisdiction.

B. Noise control:

1. Comply with noise and work hours regulations by local jurisdiction.

2. In or near inhabited areas, particularly residential, perform operations in manner to minimize noise.

3. In residential areas, take special measures to suppress noise during night hours.

C. Mud control:

1. Prevent mud nuisance caused by construction operations, unpaved roads, excavation, backfilling, demolition, or other activities.

1.09 PROJECT SIGN
A. Place a professionally prepared Project identification sign at least 8 feet wide and 4 feet tall made of 3/4-inch thick exterior grade plywood or other approved material in a prominent location on the Project site with a minimum 10-foot long, 4 by 4 lumber posts, set in ground at least 3 feet. Maintain the sign in good condition for the duration of the Project implementation. Exhibit lettering by professional sign painter shall use no more than 5 sign colors.

B. The sign may include another agency’s required information and must include, prominently displayed, the following:

1. “Funding for this project has been approved in full or in part under the Proposition 68 through an agreement with the State Water Resources Control Board.”

2. Colorized logos provided by the Engineer.

3. List at least the title of the Project, and names of the Owner, Engineer, Construction Manager and Contractor.

Temporary Facilities and Controls
01500-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) C. Erect Project identification sign where directed by Engineer within 14 days after the issuance of the Notice to Proceed.

D. Replace or repair the project sign if it is damaged or covered with graffiti within 2 working days of observation or notification of damage or graffiti.

1.10 CONTRACTOR FIELD OFFICES AND SHEDS
A. Maintain on Project Site weather tight space in which to keep copies of Contract Documents, progress schedule, shop drawings, and other relevant documents.

B. Provide field office with adequate space to examine documents and provide lighting and telephone service in that space.

C. Construction Manager field office:

1. Provide separate field office on project site for the exclusive use of the Construction Manager, as follows:
a. Size: Approximately 12 feet by 50 feet with 8-foot minimum ceiling height. b. Construction: Weather tight building constructed at the site, pre-manufactured building, or trailer.
c. Layout approved by Construction Manager.
1) Private offices: 2.
2) Conference area: 1.
3) Washroom: 1.
a) Room partitioned off from the working area.
b) Single water discharge to nearest approved sanitary facility. c) Flush toilet.
d) Vented exhaust fan.
e) Sink with hot and cold water.
f) Mirror.
g) Water heater: 10-gallon capacity.
h) Toilet tissue holder.
i) Paper towel holder.
4) Closet with shelving: 1.
d. Exterior materials:
1) Weather-resistant and finished in one color acceptable to Engineer. 2) Skirting for under pinning of field office.
e. Provide wood stairs with handrails for each entry.
1) Porch landing 5 feet by 5 feet for each entry.
f. Interior materials in offices:
1) Sheet-type materials for walls and ceilings, prefinished or painted; resilient floors and bases.
2) Insulate interior walls for noise attenuation.
g. Openings:
1) At least 8 windows (with operable sash, insect screens, and blinds). 2) Entrance doors: Provide 2, each with cylinder lock and 4 keys. h. Exterior lighting over entrance doors.
i. Fire extinguishers:
1) Appropriate type fire extinguisher(s) for field office. j. Twenty 110 volts AC duplex receptacles with at least 4 in each office, 1 on each wall.

Temporary Facilities and Controls
01500-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED)

2. Arrange and pay for:
a. Daily janitorial service, including dusting, floor cleaning (sweeping, vacuuming or mopping), and trash removal, and monthly comprehensive cleaning, including windows.
b. Heating, ventilating, and air conditioning equipment in operating condition. 1) Furnish maintenance and consumables.
c. Electric wiring, power, and lighting fixtures capable of providing at least 75-foot candles of light on work surfaces.
d. A continuous supply of toilet paper, paper hand towels and hand soap for each washroom.
e. Private telephone line(s).
f. Bottled drinking water service with hot and cold dispenser including water cups.
g. Provide and maintain First Aid Kit and Cabinet in accordance with ANSI Z 308.1, and OSHA requirements.
h. Provide boot scraper and brush at each entrance.
i. Maintain approach walks, decking, porches, and parking lot free of mud, water, and snow.

3. Provide following furnishings and equipment:
a. Office desks: 36 inches by 72 inches, with 6 drawers (2 with locks). b. Padded, upholstered swivel arm multi-function ergonomic chairs. c. Plan/conference table: 1, not less than 48 inches by 120 inches. d. Drafting table: 1, not less than 36 inches by 72 inches. e. Metal drafting stools with backs: 2.
f. Straight chairs (fully padded): 8.
g. Swivel chairs (adjustable and fully padded): 4.
h. Metal filing cabinet: 2, 18 inches by 30 inches by 52 inches, 4 drawers with locks.
i. Supply cabinet: 1, with not less than 15 square feet of shelves. j. Bookcases: 2, with not less than 12 linear feet of shelves for each bookcase.
k. Plan hold rolling stand of 12 binders: 2, with binders. l. Wastebaskets: 3.
m. Dry erase board 96 by 48 inches, magnetic: 2.
n. Provide: 1 tackboard 36 by 48 inches.
o. Refrigerator: 15.0 cubic feet capacity.
p. Microwave oven: 1.0 cubic feet.
q. K-cup coffee maker with direct water hookup and coffee cups. r. 1 multiline telephone system with 10 lines and voicemail capabilities, 9 speaker capable phones with handsets, 1 for each desk and table and 1 conference phone for meeting room.

4. Locate field office where directed.

5. Have field office ready for occupancy within 2 weeks after start of the Work.

6. Parking: 10 hard surfaced parking spaces for use by Construction Manager connected to office by a hard surfaced walkway.

1.11 FIELD OFFICE DATA SERVICE AND EQUIPMENT
A. Provide the following data services for the duration of the project.

B. Contractor is responsible for maintenance of service and hardware.

Temporary Facilities and Controls
01500-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) C. Data service will be dedicated to the Construction Manager and not shared with any other party.

D. Contractor provide a durable and weather tight system for connecting the Construction Manager trailer to the service provider’s facilities at the jobsite boundary.

E. Data service

1. Broadband Internet.
a. Minimum Internet bandwidth speed:
1) Download: 100 Million bits per second (Mbps).
2) Upload: 10 Million bits per second (Mbps).
b. Modem, if applicable: Disable the wireless radio.

F. Printer/Scanner:

1. Manufacturers: The following or equal:
a. Canon Color Digital Multifunction printer (ImageRUNNER Advance C3330i).

2. Functions:
a. Print, scan, and sort 11 inch by 17 inch and smaller paper size. b. Send and receive Fax.

3. Maintenance contract: Onsite maintenance for duration of project.

4. Supplies: Paper (8 1/2 inch by 11 inch, 8 1/2 inch by 14 inch, and 11 inch by 17 inch) trays, toner, and other supplies for duration of project.

1.12 REMOVAL
A. Remove temporary facilities and controls before inspection for Substantial Completion or when directed.

B. Clean and repair damage caused by installation or use of temporary facilities.

C. Remove underground installations to minimum depth of 24 inches and grade to match surrounding conditions.

D. Restore existing facilities used during construction to specified or original condition.

1.13 TEMPORARY PROCESS PIPING SYSTEMS
A. Provide piping, appurtenances, and other materials as required to provide temporary piping systems as specified in this Section, as indicated on the Drawings, and as needed to perform the Work.

B. Provide field route piping as needed and as field conditions dictate, unless otherwise indicated on the Drawings, and determine appropriate lengths of piping and quantity/type of pipe fittings needed to construct temporary piping system. Do not block access points such as stairs, doors, and walkways to existing facilities unless approved in writing by the Owner.

Temporary Facilities and Controls
01500-9 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01500 (CONFORMED) C. Restrain piping at valves and at fittings where piping changes direction, changes sizes, and at ends:

1. When piping is buried, use concrete thrust block or mechanical restraints.

2. When piping is exposed or under water, use mechanical or structural restraints.

3. Determine thrust forces by multiplying the nominal cross sectional area of the piping by the operating pressure of the piping.

D. Install temporary piping systems in a manner that will not damage existing or new facilities.

E. Piping material, including gaskets: Suitable for the process fluid requiring temporary piping, unless indicated otherwise.

F. After temporary piping system is no longer required:

1. Remove temporary piping system.

2. Clean and repair damage caused by installation or use of temporary piping system.

3. Restore existing facilities to original condition.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Traffic Control
01550-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01550 (CONFORMED) SECTION 01550

TRAFFIC CONTROL
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Traffic control requirements to keep streets and traffic ways open for the passage of vehicles and pedestrians during the construction period.

1.02 SUBMITTALS
A. Approved and signed copies of:

1. Encroachment permit.

2. Traffic control plan (TCP).

3. Notification plan.

1.03 AUTHORITIES HAVING JURISDICTION (AHJ)
A. Authorities Having Jurisdiction (AHJ) as specified in Section 01410 - Regulatory Requirements.

B. AHJ traffic control requirements supersede the requirements of this Section.

C. Comply with AHJ traffic control requirements.

1.04 MEASUREMENT AND PAYMENT
A. Contractor is responsible for costs associated with permits, plans, implementation, and maintenance as specified in Section 01220 - Measurement and Payment.

1.05 ENCROACHMENT PERMIT
A. Obtain Encroachment Permit approved by AHJ.

1.06 TRAFFIC CONTROL PLAN (TCP)
A. Approval of the TCP by the AHJ shall in no way relieve the Contractor of the responsibility for traffic and safety requirements.

B. Include labor, material, equipment, tools, and services used in the regulation of construction traffic to and from the project site as well as public vehicular and pedestrian traffic within the project limits.

C. Provide a TCP for each phase or segment of the construction meeting the requirements of the AHJ and this Section.

1. Each TCP shall be considered separately.

D. Obtain TCP approved by AHJ.

Traffic Control
01550-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01550 (CONFORMED) E. Submit approved TCP to the Engineer within 48 hours of approval by the AHJ.

Changes to the TCP:

1. If, during the execution of the work, the Contractor determines that the traffic control is not functioning as intended, the Contractor shall submit revised TCP to AHJ for approval.

2. Submit revised approved TCP to the Engineer within 48 hours of completing a change.

F. Provide for the protection of the traveling public, pedestrians, and workers within the area covered by the limits of construction, at all times when the area is affected by construction facilities or activities including the following:

1. Public traffic access.

2. Business access.

3. Private property access.
a. Warn, control, protect, and expedite vehicular and pedestrian traffic through the private property.

4. Driveway access.

5. Pedestrian access.

6. Bus stop access.
a. Provide Bus Stop Closure Schedule (BSCS) attached to TCP. b. BSCS shall identify specific durations and times of day for all proposed bus stop closures.
c. Closures are not to exceed 2 consecutive bus stops at a time or 1,000 feet at a time.
d. During construction, coordinate with AHJ regarding specific dates of bus stop closures.
1) Inform Owner of coordination details.

7. Sanitation (trash) truck access

8. Bike access.
a. Maintain safe bike facilities through the work zone and associated traffic control layouts.
b. Provide alternative bike facilities or designated detour routes when necessitated by temporary removal of existing bike lanes.

9. Emergency vehicle access.
a. Maintain access for emergency vehicles at all times.

10. School zones and safe routes to school.
a. When a designated Safe Route to School is encroached upon by a construction work zone or the AHJ identifies a need for students to be assisted in the safe crossing through the work zone, provide a qualified crossing guard approved by the AHJ.
1) Crossing guard shall be present for the full duration of time that children are likely to be present, as determined by the AHJ. 2) Contractor is responsible for fees associated with the use of crossing guards.

11. Protection from excavations.

12. Limit access to work sites.

Traffic Control
01550-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01550 (CONFORMED)

1.07 NOTIFICATION PLAN
A. Submit Notification Plan to Engineer for approval.

B. Define who will notify, how they will notify, and when they will notify.

1. Notify affected emergency agencies, residences, and businesses within the area of current work 15 days prior to start of operations.

2. Notify AHJ for any traffic control or work areas affecting traffic signals, public bus routes, or bus stops at a minimum of 72 hours prior to any the work.

C. Notify Engineer 15 days prior to start of construction.

D. Notify the AHJ a minimum of 2 working days prior to the anticipated beginning of construction.

1. Emergency services, such as police and fire.

2. Other services, such as bus service, mail and garbage collection.

E. Residential areas:

1. Notify adjacent residents as applicable at least 4 days prior to restricting driveway access or starting any work, using "door knob type" Notices approved by the Engineer.
a. Notices shall describe the impending work.
b. Notices shall also identify dates and stages of work.

2. Give special consideration to multi-family residential complexes and other high-density uses.

3. Notices shall also identify dates and stages of work.

F. Vehicular Traffic: Define placement of the following:

1. Project signs.
a. Locate project signs as indicated on the Drawings.

2. Text message boards.
a. Locate text message boards as indicated on the Drawings.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

Temporary Tree and Plant Protection
01562-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01562 (CONFORMED) SECTION 01562

TEMPORARY TREE AND PLANT PROTECTION
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Tree and plant protection.

1.02 REFERENCES
A. American National Standards Institute (ANSI):

1. A300 - For Tree Care Operations - Tree, Shrub, and Other Woody Plant Maintenance Standard Practices (Pruning).

B. American Society of Consulting Arborists (ASCA).

C. International Society of Arboriculture (ISA).

1.03 MEASUREMENT AND PAYMENT
A. Payment for tree protection, including tree pruning or tree removal, shall be paid as a lump sum basis that shall include all items specified in this Section unless payment is specified otherwise in this Section.

B. Unit price procedures: As specified in Section 01220 - Measurement of Payment.

1.04 SUBMITTALS
A. As specified in Section 01330 - Submittal Procedures.

B. Certification of a Registered Consulting Arborist (designated ASCA or ISA) to review and approve temporary protection measures for trees indicated to remain.

C. Protection Zone Exhibit indicating intended location of tree protection fencing.

D. Tree maintenance plan: Arborist recommendations for care of trees, both during construction and after work is completed.

1.05 PROJECT CONDITIONS
A. Preserve and protect existing trees and plants to remain from foliage, branch, trunk, or root damage that could result from construction operations.

B. Prevent damage including, but not limited to, the following:

1. Trunk damage from equipment operations, material storage, or from nailing or bolting.

Temporary Tree and Plant Protection
01562-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01562 (CONFORMED)

2. Trunk and branch damage caused by ropes or guy wires.

3. Root or soil contamination from spilled solvents, gasoline, paint, lime slurry, and other noxious materials.

1.06 QUALITY ASSURANCE
A. Arborist qualifications: Certified by ISA.

B. Pre-construction conference: To establish schedule and procedures for tree protection.

C. Pre-construction documentation: To establish pre-construction condition of existing tree to remain that might be misconstrued as damage caused by construction.

PART 2 PRODUCTS

2.01 MATERIALS
A. Pruning paint: Black latex, water-based paint, free of all petroleum products.

B. Tree protection fencing: As indicated on the Drawings.

1. Provide continuous fencing between posts, pulled taut prior to securing to posts, and firmly attached to the posts with a minimum of 4 wire ties.

PART 3 EXECUTION

3.01 PROTECTION OF EXISTING TREES AND SHRUBS
A. Site preparation work and/or construction work shall not begin in any area where tree preservation measures have not been completed and approved.

B. Tree protection zone: Install temporary fencing outside the drip line of tree to be protected from construction damage.

1. Install fencing with a radius of 1.5 times the drip line, unless otherwise indicated by Consulting Arborist.

2. Protect tree and shrub root systems from damage due to noxious materials caused by runoff or spillage while mixing, placing, or storing construction materials.

3. Protect root systems from flooding, eroding, or excessive wetting.

4. Do not store construction materials, equipment, debris, or other material within the drip line of remaining trees.

5. Do not permit vehicles or foot traffic within the drip line; prevent soil compaction over root systems.

6. Designate limited areas as concrete washout areas away from root zones.

C. Install tree protection fencing around each tree to be preserved as indicated in the tree treatment schedule and on the tree protection plan.

1. Each tree to be preserved shall be protected with a tree protection fence.

Install tree protection fencing prior to site work or construction activity.

Temporary Tree and Plant Protection
01562-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01562 (CONFORMED)

2. Immediately repair damage to tree fences occurring during the progress of the work at no additional cost to Owner.

3. Workers shall be clearly instructed to exercise caution in performance of work near trees being preserved.

D. Pruning of trees:

1. Prune trees in accordance with the ANSI A300 for tree pruning. a. Pruning shall be completed by professional arborists who have received training in proper pruning techniques.

2. Make cuts sufficiently close to the parent limb or trunk without cutting into the branch collar or leaving a protruding stub, so that closure can readily start under normal conditions.
a. All lateral cuts shall be made to a lateral that is least 1/3 the diameter of the parent limb.
b. Clean cuts shall be made at all times.

3. Prune trees in a manner that will not destroy or alter the natural shape and character of the tree.
a. Apply black latex paint to fresh wounds on Oak (Quercus) species immediately after each cut is made.

4. Crown cleaning prune designated trees shall include selective removal of dead, diseased, and/or broken limbs.

3.02 EXCAVATION
A. Do not excavate within drip line of protected trees.

B. Within drip line of trees, hand clear to minimize damage to root systems.

3.03 TREE REPAIR AND REPLACEMENT
A. Promptly treat damaged trunks, limbs, and roots according to written instructions of Consulting Arborist.

3.04 DISPOSAL OF FENCING MATERIALS
A. Promptly remove protective fencing upon completion of construction activities.

END OF SECTION

Erosion and Sediment Control
01573-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED) SECTION 01573

EROSION AND SEDIMENT CONTROL
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Installation of erosion and sediment control filter fabric fences.

2. Triangular filter fabric fences.

3. Straw bale fences and brush berms used during construction and prior to final development of site.

B. Purpose of control fences is to contain pollutants from overland flow.

1. Control fences are not for use in channelized flow areas.

1.02 UNIT PRICES
A. Measure and pay for filter fabric fence by linear foot of completed and accepted filter fabric fence installed around construction site. Limits of construction site are indicated on the Drawings.

B. Measure and pay for triangular filter fabric fence by linear feet of completed and accepted triangular filter fabric fence between limits of beginning and ending of wooden stakes.

C. Measure and pay for straw bale barrier by linear feet of completed and accepted straw bale barrier.

D. Measure and pay for brush berm by linear feet of completed and accepted brush berm.

1.03 SUBMITTALS
A. Manufacturer’s catalog sheets and other product data on geotextile fabric.

1.04 REFERENCES
A. ASTM International (ASTM):

1. D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3).

2. D4355 - Standard Test Method for Deterioration of Geotextiles from Exposure to Light, Moisture and Heat in a Xenon-Arc Type Apparatus.

3. D4491- Standard Test Methods for Water Permeability of Geotextiles by Permittivity.

4. D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles.

5. D4833 - Standard Test Method for Index Puncture Resistance of Geomembranes, and Related Products.

Erosion and Sediment Control
01573-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED)

6. D5665- Standard Specification for Thermoplastic Fabrics Used in Cold-Applied Roofing and Waterproofing.

7. D6459 - Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion.

8. D6475 - Standard Test Method for Measuring Mass per Unit Area of Erosion Control Blankets.

9. D6525 - Standard Test Method for Measuring Nominal Thickness of Rolled Erosion Control Products.

10. D6567 - Standard Test Method for Measuring the Light Penetration of a Rolled Erosion Control Product (RECP).

11. D6818 - Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products.

1.05 QUALITY ASSURANCE FOR EROSION CONTROL BLANKETS
A. Product shall be manufactured in accordance to a documented Quality Control Program. At a minimum, the following procedures and documentation shall be provided:

1. Manufacturing Quality Control Program Manual.

2. First piece inspection of products produced to assure component materials and finished product tolerances are within manufacturer specifications.

3. Additional inspections for product conformance shall be conducted during the run after the first piece inspection.

4. Every roll shall be visually inspected.

5. Moisture content of straw and coconut fibers measured upon receipt.

6. At a minimum, every third roll shall be weighed to insure conformance of manufacturer's specifications.

7. Each individual erosion control blanket shall be inspected prior to packaging for conformance to manufacturing specifications.

1.06 PERFORMANCE REQUIREMENTS FOR EROSION CONTROL BLANKETS A. Erosion control blanket shall provide a temporary, biodegradable cover material to reduce slope and enhance vegetation. Erosion control blanket performance capabilities shall be in accordance with ASTM D6459, "Determination of Erosion Control Blanket (ECB) Performance in Protecting Hillslopes from Rainfall-Induced Erosion."
PART 2 PRODUCTS

2.01 FILTER FABRIC
A. Provide woven or nonwoven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material.

B. Geotextile fabric:

1. Grab strength of 100 pounds per square inch in any principal direction in accordance with ASTM D4632.

Erosion and Sediment Control
01573-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED)

2. Puncture strength exceeding 115 pounds per square inch in accordance with ASTM D4833.

3. Equivalent opening size between 50 and 140 for soils with more than 15 percent by weight passing No. 200 sieve and between 20 and 50 for soil with less than 15 percent by weight passing No. 200 sieve.

4. Maximum water flow rate of 40 gallons per minute per square feet in accordance with ASTM D4491.

C. Filter fabric material shall contain ultraviolet inhibitors and stabilizers to provide expected usable life comparable to anticipated construction period.

1. Ultraviolet stability shall exceed 70 percent after 500 hours of exposure in accordance with ASTM D4355.

D. Manufacturers: The following or equal:

1. Mirafi, Inc.

2.02 EROSION CONTROL BLANKETS
A. Manufacturers: One of the following or equal:

1. American Excelsior Co., AEC Premier Straw/Coconut™ Blankets.

2. Proper Geotextile Systems.

B. Product requirements:

1. Erosion control blanket shall be furnished in rolls and wrapped with suitable material to protect against moisture intrusion and extended ultraviolet exposure prior to placement.

2. Erosion control blanket shall be of consistent thickness with fibers distributed evenly over the entire area of the blanket.

3. Erosion control blanket shall be free of defects and voids that would interfere with proper installation or impair performance.

C. Materials:

1. Blend of 70 percent straw and 30 percent coconut fibers. a. The straw fibers shall consist of straw with 75 percent of fibers greater than 4 inches in length, and certified weed seed free.
b. Product shall be 100 percent biodegradable.
c. The blended fibers shall be evenly distributed throughout the entire area of the blanket.
d. The top and bottom of each blanket is covered with biodegradable jute netting.

2. Blanket performance requirements:
a. C factor: 0.15.
b. Shear stress: 2.0 lb/ft2.
c. Velocity: 8.5 feet per second.
d. Functional longevity: Less than 24 months.

3. Material characteristics:
a. Width: 8.0 feet.
b. Length: 112.5 feet.
c. Area: 100.0 yard2.
d. Weight: 50.0 pounds.
e. Mass per unit area: 0.50 lv/yd2.

Erosion and Sediment Control
01573-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED) f. Net openings: 0.5 inch by 1.0 inch.
g. Minimum Index Values:

Index Property Test Method Value
Thickness ASTM D6525 0.331 in (8.41 mm)
Light Penetration ASTM D6567 5.8%
Mass per Unit Area ASTM D6475 0.81 lb/yd2 (437 g/m2)
MD-Tensile Strength Max. ASTM D6818 321.6 lb/ft (4.69 kN/m) TD-Tensile Strength Max. ASTM D6818 159.6 lb/ft (2.33 kN.m) MD-Elongation ASTM D6818 4.1%
TD-Elongation ASTM D6818 4.8%
Water Absorption ASTM D5665 382%
D. Staples:

1. Staples shall be 100 percent biodegradable with a U-shaped top. Staples shall be a minimum 4 inch biodegradable staple for cohesive soils and 6 inches for non-cohesive soils.

PART 3 EXECUTION

3.01 PREPARATION AND INSTALLATION
A. Provide erosion and sediment control systems at locations as indicated on the Drawings.

1. Construct in accordance with requirements as indicated on the Drawings and of type indicated as specified in this Section.

B. No clearing, grubbing or rough cutting permitted until erosion and sediment control systems are in place, other than site work specifically directed by Project Manager to allow soil testing and surveying.

C. Maintain existing erosion and sediment control systems located within project site until acceptance of Project or until directed by Project Manager to remove and discard existing system.

D. Regularly inspect and repair or replace damaged components of erosion and sediment control systems as specified in this Section.

1. Unless otherwise directed, maintain erosion and sediment control systems until project area stabilization is accepted by the Authority.

2. Remove erosion and sediment control systems promptly when directed by Project Manager.

3. Discard removed materials off site.

E. Remove and dispose sediment deposits at designated spoil site for Project.

1. If a project spoil site is not indicated on the Drawings, dispose of sediment off site at location not in or adjacent to stream or floodplain.

Erosion and Sediment Control
01573-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED)

2. Assume responsibility for off-site disposal.

3. Spread sediment evenly throughout site, compacted and stabilized.

4. Prevent sediment from flushing into a stream or drainage way.

5. If sediment has been contaminated, dispose of in accordance with existing federal, state, and local rules and regulations.

F. Unless otherwise indicated, compact embankments, excavations, and trenches by mechanically blading, tamping, and rolling soil in maximum of 8-inch layers.

1. Compaction density shall be at a minimum of 90 percent Standard Proctor ASTM D698 density.

2. Make at least 1 test per 500 cubic yards of embankment.

G. Prohibit equipment and vehicles from maneuvering on areas outside of dedicated rights-of-way and easements for construction.

1. Immediately repair damage caused by construction traffic to erosion and sediment control.

H. Conduct all construction operations under this Contract in conformance with erosion control practices described in Section 02370 - Riprap and Gabions Erosion and Sedimentation Control.

3.02 GENERAL CONSTRUCTION METHODS
A. Provide erosion and sedimentation control systems as indicated on the Drawings.

1. Install erosion and sedimentation control systems in manner that surface runoff shall percolate through system in sheet flow fashion and allow retention and accumulation of sediment.

B. Inspect erosion and sedimentation control systems after each rainfall, daily during periods of prolonged rainfall, and at minimum once each week.

1. Repair or replace damaged sections immediately.

2. Remove sediment deposits when silt reaches depth 1/3 height of fence or 6 inches, whichever is less.

3.03 SITE PREPARATION FOR EROSION CONTROL BLANKETS
A. Before placing erosion control blanket, Contractor shall certify that the subgrade has been properly compacted, graded smooth, has no depressions, voids, soft or uncompacted areas, is free from obstructions such as tree roots, protruding stones or other foreign matter, and is seeded and fertilized according to project specifications.

1. Contractor shall not proceed until all unsatisfactory conditions have been remedied.

2. By beginning construction, Contractor signifies that the proceeding work is in conformance with this Section.

B. Contractor shall fine grade the subgrade by hand dressing where necessary to remove local deviations.

C. No vehicular traffic shall be permitted directly on the erosion control blanket.

Erosion and Sediment Control
01573-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED) D. Slope installation

1. Erosion control blanket shall be installed as directed by Owner's representative in accordance with manufacturer's Installation Guidelines, Staple Pattern Guides, and CAD details. The extent of erosion control blanket shall be as indicated on the Drawings.

2. Erosion control blanket shall be oriented in vertical strips and anchored with staples, as identified in the Staple Pattern Guide.
a. Adjacent strips shall be overlapped to allow for installation of a common row of staples that anchor through the nettings of both blankets. b. Horizontal joints between erosion control blankets shall be sufficiently overlapped with the uphill end on top for a common row of staples so that the staples anchor through the nettings of both blankets.

3. Where exposed to overland sheet flow, a trench shall be located at the uphill termination erosion control blanket shall be stapled to the bottom of the trench. a. The trench shall be backfilled and compacted.
b. Where feasible, the uphill end of the blanket shall be extended 3 feet over the crest of the slope.

3.04 FILTER FABRIC FENCE CONSTRUCTION METHODS
A. Attach filter fabric to 1-inch by 2-inch wooden stakes or driven steel rods spaced a maximum of 3 feet apart and embedded minimum of 8 inches or deeper to hold fence in place.

1. If filter fabric is factory preassembled with support netting, then maximum spacing allowable is 8 feet.

2. Install anchoring stakes or rods at slight angle toward source of anticipated runoff.

3. Contractor is responsible for providing adequate fence anchoring appropriate for the varying soil and rock conditions at the well sites.

B. Trench in toe of filter fabric fence with spade or mechanical trencher so that downward face of trench is flat and perpendicular to direction of flow.

1. V-trench configuration as indicated on the Drawings may also be used.

2. Lay filter fabric along edges of trench.

3. Backfill and compact trench.

C. Filter fabric fence shall have a minimum height of 18 inches and a maximum height of 36 inches above natural ground.

D. Provide filter fabric in continuous rolls and cut to length of fence to minimize use of joints.

1. When joints are necessary, splice fabric together only at support post with minimum 6-inch overlap and seal securely.

3.05 TRIANGULAR FILTER FABRIC FENCE CONSTRUCTION METHODS A. Attach filter fabric to fence structure fashioned from 6 gauge, 6-inch by 6-inch wire mesh, 18 inches on each side as indicated on the Drawings.

1. Fabric cover and skirt should be continuous wrapping of fabric.

2. Skirt should form continuous extension of fabric on upstream side of fence.

Erosion and Sediment Control
01573-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01573 (CONFORMED) B. Secure triangular fabric filter fence in place using one of the following methods:

1. Toe-in skirt 6 inches with mechanically compacted material.

2. Weight down skirt with continuous layer of 3-inch to 5-inch graded rock.

3. Trench-in entire structure 4 inches.

C. If provided, anchor triangular fabric filter fence structure and skirt securely in place using 6-inch wire staples on 2-foot centers on both edges and on skirt, or staked using 18-inch by 3/8-inch diameter re-bar with tee ends.

D. Lap over fabric filter material by 6 inches to cover segment joints.

1. Fasten joints with galvanized shoat rings.

3.06 STRAW BALE FENCE CONSTRUCTION METHODS
A. Bound bales with either wire, nylon or polypropylene rope tied across hay bales.

1. Do not use jute or cotton bindings.

B. Place bales in row with ends tightly abutting adjacent bales.

1. Place bales with bindings parallel to ground surface.

C. Embed bale in soil a minimum of 4 inches.

D. Securely anchor bales in place by 3/8-inch rebar stakes driven through bales a minimum of 18 inches into ground.

1. Angle first stake in each bale toward previously laid bale to force bales together.

E. Fill gaps between bales with straw to prevent water from escaping between bales.

1. Wedge carefully in order not to separate bales.

F. Replace with new straw bale fence every 2 months.

3.07 BRUSH BERM CONSTRUCTION METHODS
A. Construct brush berm along contour lines by hand placing method.

1. Do not use machine placement of brush berm.

B. Use woody brush and branches having diameter less than 2-inches with 6-inches overlap.

1. Avoid incorporation of annual weeds and soil into brush berm.

C. Use minimum height of 18-inches measured from top of existing ground at upslope toe to top of berm.

1. Top width shall be 24 inches minimum and side slopes shall be 2:1 or flatter.

D. Embed brush berm into soil a minimum of 4-inches and anchor using either wire, nylon or polypropylene rope across berm with a minimum tension of 50 pounds.

1. Tie rope securely to 18-inch x 3/8-inch diameter rebar stakes driven into ground on 4-foot centers on both sides of berm.

END OF SECTION

Product Requirements - Plant
01600-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) SECTION 01600

PRODUCT REQUIREMENTS - PLANT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements for tangible materials, raw or manufactured, that become part of the project.

1.02 REFERENCES
A. International Organization for Standardization (ISO):

1. 9001 - Quality Management Systems - Requirements.

B. NSF International (NSF).

C. Underwriters Laboratories, Inc. (UL).

1.03 TERMINOLOGY
A. The words and terms listed below, are not defined terms that require initial capital letters, but, when used in this Section have the indicated meaning.

1. Calculations:
a. Documentation of the process of transforming the design and prescriptive criteria into a design meeting the performance criteria.

2. Certificates:
a. An official document that attests a fact is in accordance with the Contract Documents.

3. Manufacturer's instructions:
a. Stipulations, directions, and/or recommendations issued form by the manufacturer of the product addressing handling, installation, erection, and/or application of the product.

4. Products:
a. Raw materials, finished goods, equipment, systems, and shop fabrications that will become part of the Work.

5. Product data:
a. Public information about the product which is found in the manufacturer's catalogs or on their web site including catalog pages, data sheets, bulletins, layout drawings, exploded views, and brochures.

6. Samples:
a. As defined in the General Conditions and Supplementary Conditions. b. Full-size actual products or pieces of products intended to illustrate the products to be incorporated into the project. Sample submittals are often necessary for such characteristics as colors, textures, and other appearance issues.

7. Schedules:
a. Product parts and materials lists.

Product Requirements - Plant
01600-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED)

8. Shop drawings:
a. As defined in the General Conditions and Supplementary Conditions. b. Shop drawings are prepared specifically for the project to illustrate details, dimensions, and other data necessary for satisfactory fabrication or construction that are not shown completely in the Drawings. c. Shop drawings could include graphic line-type drawings and single-line diagrams.

9. Spare parts and materials:
a. Duplicate parts necessary to replace a damaged or worn part of the product.
b. Consumables such as operating fluids.

10. Special tools:
a. Special wrenches, gauges, circuit setters, and other similar devices required for the proper operation or maintenance of a system that would not normally be in the Owner's tool kit and that have been specifically made for use on a product for assembly, disassembly, repair, or maintenance.

11. Special tools:
a. Special wrenches, gauges, circuit setters, and other similar devices required for the proper operation or maintenance of a system that would not normally be in the Owner's tool kit and that have been specifically made for use on a product for assembly, disassembly, repair, or maintenance.

12. Submittals:
a. As defined in the General Conditions and Supplementary Conditions. b. Samples, product data, shop drawings, and others that demonstrate how Contractor intends to conform to the Contract Documents.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS
A. Provide products as Engineer has approved by the submittal process or by other written documents.

B. Provide products by same manufacturer when units are of similar nature, unless otherwise specified.

C. Provide like parts of duplicate units that are interchangeable.

D. Provide equipment or product that has not been in service prior to delivery, except as required by tests.

E. Provide products produced by manufacturers regularly engaged in the production of these products.

F. Provide products that bear approvals and labels as specified such as Factory Mutual(FM), Underwriters Laboratory (UL), or National Sanitation Foundation (NSF International).

Product Requirements - Plant
01600-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED)

2.02 MATERIAL
A. Dissimilar metals:

1. Separate contacting surfaces with dielectric material.

2. Neoprene, bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or other materials as specified.

B. Edge grinding:

1. Sharp projections of cut or sheared edges of ferrous metals which are not to be welded shall be ground to a radius required to ensure satisfactory paint adherence.

C. Use anti-galling compound on threads of stainless steel fasteners during factory assembly.

D. Provide anti-galling compound with stainless steel fasteners shipped for field assembly.

E. Aluminum in contact with concrete or masonry: Apply epoxy mastic as specified in Section 09960 - High-Performance Coatings, coating system EPX-M-5.

F. Pipes:

1. Provide new pipe manufactured for the project, not from manufacturer's inventory, under the following conditions:
a. Pipes 24-inch diameter and larger.
b. Except steel pipes 6-inch diameter and larger.

2. Prove pipe manufactured more than 6 months prior to delivery if the pipe material or its coating is subject to ultraviolet (UV) degradation.

3. Provide ductile iron pipe with cement-mortar lining manufactured more than 6 months prior to delivery to the project.

G. Mark each length of pipe in accordance with applicable standards.

2.03 PRODUCT SELECTION
A. When products are specified without named manufacturers, provide products that meet or exceed the Specifications.

B. When products are specified with names of manufacturers but no model numbers or catalog designations, provide Products by one of named manufacturers that meet or exceed specifications.

C. When products are specified with names of manufacturers and model numbers or catalog designations, provide Products with model numbers or catalog designations by one of the named manufacturers.

Product Requirements - Plant
01600-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) D. When products are specified with names of manufacturers, but with brand or trade names, model numbers, or catalog designations by one manufacturer only, provide:

1. Products specified by brand or trade name, model number, or catalog designation.

2. Products by another named manufacturers proven, in accordance with requirements for an "or equal", including Engineer’s approval, to meet or exceed quality, appearance and performance of specified brand or trade name, model number, or catalog designation.

E. When Products are specified with only one manufacturer followed by "or Equal," provide:

1. Products meeting or exceeding Specifications by specified manufacturer.

2. Engineer deemed "or equal" evidenced by an approved shop drawing or other written communication.

F. When Products are specified by naming 2 or more manufacturers with 1 manufacturer as a "Basis of Design":

1. Any of the named manufacturers can be submitted.

2. If the product submitted is not by the named “Basis of Design” product and requires a change in the scope (dimensions, configuration, physical properties, etc.), schedule (longer lead time), or budget, the Contractor must submit a substitution request.

2.04 SPARE PARTS, MAINTENANCE PRODUCTS, AND SPECIAL TOOLS A. Provide spare parts and maintenance products as required by Technical Sections.

1. Submit completed Attachment A - Spare Parts, Maintenance Products, and Special Tools Inventory List.

B. Provide one set of special tools required to install or service the equipment.

C. Box, tag, and clearly mark items.

D. Contractor is responsible for spare parts, maintenance products, and special tools until acceptance by Owner.

PART 3 EXECUTION

3.01 SHIPMENT
A. Requirements prior to shipment of equipment:

1. Engineer approved submittals or other written documentation.

2. Engineer approved Manufacturer’s Certificate of Source Testing as specified in the Technical Sections.

3. Draft operations and maintenance manuals, as specified in Section 01782 - Operation and Maintenance Manuals as specified in the Technical Sections.

Product Requirements - Plant
01600-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) B. Transport products by methods that avoid product damage.

C. Deliver products in undamaged condition in manufacturer's unopened containers or packaging.

3.02 DELIVERY AND HANDLING
A. Handle equipment in accordance with manufacturer's instructions.

B. Deliver products in undamaged condition in manufacturer's unopened containers or packaging.

C. Provide construction equipment and personnel to handle products by methods in accordance with manufacturer’s instructions.

D. Upon delivery, promptly inspect shipments:

1. Verify compliance with Contract Documents, correct quantities, and undamaged condition of products.

2. Acceptance of shipment does not constitute final acceptance of equipment.

E. Spare parts, maintenance products, special tools.

1. Immediately store in accordance with the manufacturer's instructions.

2. Store spare parts, maintenance products, and special tools in enclosed, weather-proof, and lighted facility during the construction period. a. Protect parts subject to deterioration, such as ferrous metal items and electrical components with appropriate lubricants, desiccants, or hermetic sealing.

3. With Owner's written request for advanced delivery of spare parts, maintenance products, and special tools.
a. Deliver requested items and deduct them from the inventory list. b. Provide transmittal documentation.

4. Store large items individually:
a. Weight: Greater than 50 pounds.
b. Size: Greater than 24 inches wide by 18 inches high by 36 inches long. c. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.
4) Store smaller items in spare parts box:
d. Weight: Less than 50 pounds.
e. Size: Less than 24 inches wide by 18 inches high by 36 inches long. f. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.
4) Spare parts and special tools box:
g. Box material: Waterproof, corrosion resistant.
h. Hinged cover:
1) Locking hasp.
i. Spare parts inventory list taped to underside of cover.

Product Requirements - Plant
01600-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) j. Clearly labeled:
1) The words “Spare Parts and/or Special Tools”.
2) Equipment tag number.
3) Equipment manufacturer.
4) Subassembly component, if appropriate.

3.03 STORAGE AND PROTECTION DURING STORAGE
A. Storage of equipment to be in accordance with the manufacturer’s instructions.

1. Including connection of motor heaters, lubrication, manually rotating shafts, etc.

2. The Contractor shall furnish a copy of the manufacturer’s instructions for storage to the Engineer prior to storage of equipment and materials.

B. Immediately store and protect products until installed in Work.

C. Furnish covered, weather-protected storage structures providing a clean, dry, noncorrosive environment for mechanical equipment, valves, architectural items, electrical and instrumentation equipment and special equipment to be incorporated into this project.

D. Store products with seals and legible labels intact.

E. Protect painted or coated surfaces against impact, abrasion, discoloration, and damage.

F. Storage of spare parts, maintenance products, special tools.

1. Immediately store in accordance with the manufacturer's instructions.

2. Store spare parts, maintenance products, and special tools in enclosed, weather-proof, and lighted facility during the construction period.

3. Protect parts subject to deterioration, such as ferrous metal items and electrical components with appropriate lubricants, desiccants, or hermetic sealing.

4. Store large items individually:
a. Weight: Greater than 50 pounds.
b. Size: Greater than 24 inches wide by 18 inches high by 36 inches long. c. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.

5. Store smaller items in spare parts boxes:
a. Weight: Less than 50 pounds.
b. Size: Less than 24 inches wide by 18 inches high by 36 inches long. c. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.

6. Spare parts and special tools box:
a. Box material: Waterproof, corrosion resistant.
b. Hinged cover with locking hasp:

Product Requirements - Plant
01600-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) c. Inventory list taped to underside of cover.
1) Clearly labeled:
2) The words “Spare Parts and/or Special Tools”.
3) Equipment tag number.
4) Equipment manufacturer.
5) Subassembly component, if appropriate.

G. Exterior storage of fabricated products:

1. Place on aboveground supports that allow for drainage.

2. Cover products subject to deterioration with impervious sheet covering.

3. Provide ventilation to prevent condensation under covering.

H. Store moisture sensitive products in watertight enclosures.

I. Store loose granular materials on solid surfaces in well-drained area.

1. Prevent materials mixing with foreign matter.

2. Provide access for inspection.

J. Provide an equipment log and stored products log with monthly pay applications.

1. Data includes as a minimum: The storage location, equipment or product identification, date stored, date of inspection/maintenance, date removed from storage, copy of manufacturer’s recommended storage guidelines, description of inspection/maintenance activities performed, and signature of party performing inspection/maintenance.

K. When needed and approved by the Engineer, offsite storage location shall be within 20 miles of the project site.

1. Provide proof of insurance coverage for products stored offsite.

L. Payment will not be made for equipment and materials improperly stored or stored without providing Engineer with the manufacturer's instructions for storage.

3.04 INSTALLATION
A. Inspect equipment or product prior to product installation.

B. Repaint or recoat damaged painted or coated surfaces.

C. Use anti-galling compound on stainless steel threads used for field assembly.

3.05 PROTECTION AFTER INSTALLATION
A. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations.

1. Remove covering when no longer needed.

2. Replace corroded, damaged, or deteriorated equipment, product, or parts before acceptance of the project.

Product Requirements - Plant
01600-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED) B. Update equipment log with monthly pay applications.

1. Data includes as a minimum: Description of maintenance activities performed in accordance with the manufacturer’s recommendation and industry standards and signature of party performing maintenance.

END OF SECTION

Product Requirements - Plant
01600-Attachment A 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED)

ATTACHMENT A - SPARE PARTS, MAINTENANCE PRODUCTS,

AND SPECIAL TOOLS INVENTORY LIST

Product Requirements - Plant
01600-Attachment A-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01600 (CONFORMED)

SPARE PARTS, MAINTENANCE PRODUCTS, AND SPECIAL TOOLS INVENTORY LIST Owner: Date:

Contractor:

Project
No.:

Project Name:

Inventory List
Spec Number: Spec Title
Equipment Tag
No.:

Equipment
Manufacturer:

Quantity
Subassembly
Component Description
Manufacturer’s
Part Number
Storage
Location

Product Requirements - Linear Infrastructure
01601-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) SECTION 01601

PRODUCT REQUIREMENTS - LINEAR INFRASTRUCTURE
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements for tangible materials, raw or manufactured, that become part of the project.

1.02 REFERENCES
A. International Organization for Standardization (ISO):

1. 9001 - Quality Management Systems - Requirements.

B. NSF International (NSF).

C. Underwriters Laboratories, Inc. (UL).

1.03 TERMINOLOGY
A. The words and terms listed below, are not defined terms that require initial capital letters, but, when used in this Section have the indicated meaning.

1. Calculations:
a. Documentation of the process of transforming the design and prescriptive criteria into a design meeting the performance criteria.

2. Certificates:
a. An official document that attests a fact is in accordance with the Contract Documents.

3. Manufacturer's Certificate of Source Testing:
a. Form used to confirm that the applicable source tests have been performed and the results conform to the Contract Documents. The form template is provided at the end of this Section.

4. Manufacturer's instructions:
a. Stipulations, directions, and/or recommendations issued form by the manufacturer of the product addressing handling, installation, erection, and/or application of the product.

5. Products:
a. Raw materials, finished goods, equipment, systems, and shop fabrications that will become part of the Work.

6. Product data:
a. Public information about the product which is found in the manufacturer's catalogs or on their web site including catalog pages, data sheets, bulletins, layout drawings, exploded views, and brochures.

7. Samples:
a. As defined in the General Conditions and Supplementary Conditions. b. Full-size actual products or pieces of products intended to illustrate the products to be incorporated into the project. Sample submittals are often

Product Requirements - Linear Infrastructure
01601-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) necessary for such characteristics as colors, textures, and other appearance issues.

8. Schedules:
a. Product parts and materials lists.

9. Shop drawings:
a. As defined in the General Conditions and Supplementary Conditions. b. Shop drawings are prepared specifically for the project to illustrate details, dimensions, and other data necessary for satisfactory fabrication or construction that are not shown completely in the Drawings. c. Shop drawings could include graphic line-type drawings and single-line diagrams.

10. Source Quality Control:
a. Testing and inspections at the location of fabrication or assembly. 1) Includes Factory Acceptance Testing (FAT), Factory Testing, and Source Testing.
b. Test reports including the following information:
1) Test description.
2) List of equipment used.
3) Name of the person conducting the test.
4) Date and time the test was conducted.
5) Ambient temperature and weather conditions.
6) Raw data collected.
7) Calculated results.
8) Clear statement if the test passed or failed the requirements stated in Contract Documents.
9) Signature of the person responsible for the test.

11. Special tools:
a. Special wrenches, gauges, circuit setters, and other similar devices required for the proper operation or maintenance of a system that would not normally be in the Owner's tool kit and that have been specifically made for use on a product for assembly, disassembly, repair, or maintenance.

12. Submittals:
a. As defined in the General Conditions and Supplementary Conditions. b. Samples, product data, shop drawings, and others that demonstrate how Contractor intends to conform to the Contract Documents.

1.04 QUALITY CONTROL
A. Manufacturer to provide permanent quality control department and laboratory facility capable of performing inspections and testing as required by the Contract Documents.

1. Material testing, inspection procedures, and manufacturing process are subject to inspection by Engineer.

2. Contractor shall notify Engineer in writing of the manufacturing start date not less than 14 days prior to the start of manufacturer of project pipe.

3. Perform manufacturer’s tests and inspections required by the referenced standards and as specified in this Section including the following:
a. Provide the Manufacturer's Certificate of Source Testing.

Product Requirements - Linear Infrastructure
01601-3 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) b. Calibration within last 12 months for equipment such as scales, measuring devices and calibration tools used in the manufacturing of pipe as required by ISO 9001.
1) Each device used in the manufacturer of pipe is required to have a tag recording date of last calibration.
2) Provide calibration certificate.
3) Devices are subject to inspection by Engineer.

1.05 SERVICES OF MANUFACTURER'S REPRESENTATIVES
A. Qualification of manufacturer's representative as specified in the Contract Documents technical Sections include the following:

1. Authorized representative of the manufacturer, factory trained and experienced in the technical applications and installation of respective products with full authority by the product manufacturer to issue the certifications required of the manufacturer.

2. Competent, experienced technical representative of the product manufacturer for installation.

3. Additional qualifications may be specified in the individual sections.

4. No substitute representatives will be allowed until written approval by Owner and Engineer has been obtained.

B. Completion of manufacturer on-site services: Engineer approval required.

1. The manufacturer’s representative will advise aspects of installation including but not limited to:
a. Handling.
b. Storing.
c. Cleaning and inspecting.
d. Coating and lining repairs.
e. Tapping.
f. General construction methods.

C. Manufacturer is responsible for determining the time required to perform the specified services.

1. No additional costs associated with performing the required services will be approved.

2. Manufacturer required to schedule services in accordance with the Contractor's project schedule up to and including making multiple trips to project site when there are separate milestones associated with installation of each occurrence of manufacturer's product.

D. Manufacturer's on-site services as specified in the Contract Documents include the following:

1. Assistance during Construction.

2. Provide 1 copy of daily manufacturer's representative’s field notes and data to Engineer.

3. Other requirements as specified in the Contract Documents.

Product Requirements - Linear Infrastructure
01601-4 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED)

1.06 GENERAL TEST REQUIREMENTS
A. Testing prerequisites:

1. Prior to testing, verify equipment protective devices and safety devices have been installed, calibrated, and tested.

B. Acceptable test definition:

1. Demonstrate the product performance meets the requirements stated in the Contract Documents.
a. When the product fails to meet the specified requirements, perform additional, more detailed, testing to determine the cause, correct, repair, or replace the causative components and repeat the testing that revealed the deficiency.

C. Test Plan requirements:

1. As specified in this Section and other technical sections.

2. Prepared by Contractor as a result of discussions and planning emerging from regularly conducted meetings for test planning.

3. Define the following items for each Test:
a. Purpose of the test.
b. Identification of each item of equipment/system, including system designation, location, tag number, control loop identifier, etc. c. Description of the pass/fail criteria that will be used. d. Listing of pertinent reference documents (Contract Documents and industry standards or sections applicable to the testing). e. Credentials of test personnel.
f. Test equipment:
1) Product data.
2) Appropriate calibration records.
3) Drawings or photographs of test stands and/or test apparatus. g. Duration: Determine test durations with Owner’s input. h. Detailed step-by-step test procedures.
1) Setup.
2) The level of detail shall be sufficient for any witness with a rudimentary technical aptitude to be able to follow the steps and develop confidence that the tests were being performed as planned. 3) Include all steps in the procedures.
4) Define temporary systems (pumps, piping, etc.), shutdown requirements for existing systems.
5) Furnish labor, power, tools, equipment, instruments, and services required for and incidental to completing testing activities. i. Test forms: Include, but not limited to, the following information:
1) Name of product to be tested.
2) Test date.
3) Names of persons conducting the test.
4) Names of persons witnessing the test, where applicable. 5) Test data.
6) Applicable project requirements.
7) Check offs for each completed test or test step.
8) Place for signature of person conducting tests and for the witnessing person, as applicable.

Product Requirements - Linear Infrastructure
01601-5 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) D. Submit Test Plan.

1. Submit forms as specified in the technical sections.

2. Submit a copy of the Test Plan at least 21 days before any scheduled test date.

3. Engineer approval of Test Plan required prior to beginning testing.

E. Request proposed test dates.

1. Notify the Engineer of the scheduled tests a minimum of 15 days before the date of the test.

F. Implement approved Test Plans.

G. Submit Test Report.

1.07 SOURCE TESTING
A. As specified in Section 01450 - Quality Control.

B. Also referred to as factory testing or factory acceptance testing (FAT).

C. Source Test Plan:

1. As specified in this Section and other technical Sections.

2. Purpose: Test products for proper performance at point of manufacture or assembly as specified in the technical Sections.

3. Source testing requirements as specified in technical Sections. a. Non-witnessed:
1) Provide completed Attachment A - Manufacturer's Certificate of Source Testing.
b. Witnessed:
1) 2 Owner's representative and 2 Engineer's representative present during testing, unless otherwise specified.
2) Provide completed Attachment A - Manufacturer's Certificate of Source Testing.

4. Duration: Define.

5. Contractor is responsible for providing fuel, chemicals, and other consumables needed for Source Testing.

D. Contractor is responsible for witness trip costs associated with Owner's representatives and Engineer’s representative.

1. Include costs for at least the following:
a. Transportation:
1) Travel on commercial airline to and from site including related fees. 2) Rental car to and from airport, hotel, and test site including related fees.
b. Hotel/Meals:
1) Hotel costs at a facility with an American Automobile Association 4-star rating or higher equivalent for single occupancy room per person per day.
2) Meal allowance based on government per diem guidelines per location.

Product Requirements - Linear Infrastructure
01601-6 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) c. Witness labor costs:
1) The greater of $200 per hour or $1,600 per day.

2. If Source Test is not ready when the witnesses arrive or if the Source Test fails, the witnesses will return home with Contractor responsible for costs associated with the trip including costs described above. a. Contractor is responsible for rescheduling the Source Test and witnesses’ costs associated with the second trip including costs described above. b. Contractor is responsible for witnesses’ costs associated with retests including costs described above.

1.08 INSTALLATION VERIFICATION
A. Installation Verification Plan:

1. Purpose:
a. Has been properly installed, adjusted, and aligned.
b. Is free of any stresses imposed by connecting piping or anchor bolts. c. Is able to be operated as necessary for Functional Testing.

2. Field test backfill, welded joints, alignment and grade, and pipeline pressure as specified in the Technical Sections.

3. Duration: Define.

4. Coordinate Installation Verification with restrictions and requirements as specified in Section 01140 - Work Restrictions.

1.09 FUNCTIONAL TESTING
A. Functional Test Plan:

1. Purpose: Test piping system to verify conformance with the Contract Documents.

2. Duration: Define.

3. Perform testing in the presence of the Engineer.

4. Contractor is responsible for providing fuel, chemicals, and other consumables needed.

5. Coordinate Functional Testing with restrictions and requirements as specified in Section 01140 - Work Restrictions.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS
A. Provide products as Engineer has approved by the submittal process or by other written documents.

B. Provide products by same manufacturer when units are of similar nature, unless otherwise specified.

C. Provide like parts of duplicate units that are interchangeable.

D. Provide equipment or product that has not been in service prior to delivery, except as required by tests.

Product Requirements - Linear Infrastructure
01601-7 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) E. Provide products produced by manufacturers regularly engaged in the production of these products.

F. Provide products that bear approvals and labels as specified such as Factory Mutual(FM), Underwriters Laboratory (UL), or National Sanitation Foundation (NSF International).

2.02 MATERIAL
A. Dissimilar metals:

1. Separate contacting surfaces with dielectric material.

2. Neoprene, bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or other materials as specified.

B. Edge grinding:

1. Sharp projections of cut or sheared edges of ferrous metals which are not to be welded shall be ground to a radius required to ensure satisfactory paint adherence.

C. Use anti-galling compound on threads of stainless steel fasteners during factory assembly.

D. Provide anti-galling compound with stainless steel fasteners shipped for field assembly.

E. Aluminum in contact with concrete or masonry: Apply epoxy mastic as specified in Section 09960 - High-Performance Coatings, coating system EPX-M-5.

F. Pipes:

1. Provide new pipe manufactured for the project, not from manufacturer's inventory, under the following conditions:
a. Pipes 24-inch diameter and larger.
b. Except steel pipes 6-inch diameter and larger.

2. Prove pipe manufactured more than 6 months prior to delivery if the pipe material or its coating is subject to ultraviolet (UV) degradation.

3. Provide ductile iron pipe with cement-mortar lining manufactured more than 6 months prior to delivery to the project.

G. Mark each length of pipe in accordance with applicable standards.

2.03 PRODUCT SELECTION
A. When products are specified without named manufacturers, provide products that meet or exceed the Specifications.

B. When products are specified with names of manufacturers but no model numbers or catalog designations, provide Products by one of named manufacturers that meet or exceed specifications.

Product Requirements - Linear Infrastructure
01601-8 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) C. When products are specified with names of manufacturers and model numbers or catalog designations, provide Products with model numbers or catalog designations by one of the named manufacturers.

D. When products are specified with names of manufacturers, but with brand or trade names, model numbers, or catalog designations by one manufacturer only, provide:

1. Products specified by brand or trade name, model number, or catalog designation.

2. Products by another named manufacturers proven, in accordance with requirements for an "or equal", including Engineer’s approval, to meet or exceed quality, appearance and performance of specified brand or trade name, model number, or catalog designation.

E. When Products are specified with only one manufacturer followed by "or Equal," provide:

1. Products meeting or exceeding Specifications by specified manufacturer.

2. Engineer deemed "or equal" evidenced by an approved shop drawing or other written communication.

F. When Products are specified by naming 2 or more manufacturers with 1 manufacturer as a "Basis of Design":

1. Any of the named manufacturers can be submitted.

2. If the product submitted is not by the named “Basis of Design” product and requires a change in the scope (dimensions, configuration, physical properties, etc.), schedule (longer lead time), or budget, the Contractor must submit a substitution request.

PART 3 EXECUTION

3.01 SHIPMENT
A. Prepare products for shipment by:

1. Tagging or marking to agree with delivery schedule or shop drawings.

2. Including complete packing lists and bills of material with each shipment.

3. Packaging products to facilitate handling and protection against damage during transit, handling, and storage.

4. Securely attach special instructions for proper field handling, storage, and installation to each piece of equipment before packaging and shipment.

B. Transport products by methods that avoid product damage.

C. Deliver products in undamaged condition in manufacturer's unopened containers or packaging.

3.02 DELIVERY AND HANDLING
A. Handle or product in accordance with manufacturer's instructions.

B. Deliver products in undamaged condition in manufacturer's unopened containers or packaging.

Product Requirements - Linear Infrastructure
01601-9 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) C. Provide construction equipment and personnel to handle products by methods in accordance with manufacturer’s instructions.

D. Upon delivery, promptly inspect shipments:

1. Verify compliance with Contract Documents, correct quantities, and undamaged condition of products.

2. Acceptance of shipment does not constitute final acceptance of or product.

3.03 STORAGE AND PROTECTION DURING STORAGE
A. Immediately store and protect products until installed in Work.

B. Store products with seals and legible labels intact.

C. Protect painted or coated surfaces against impact, abrasion, discoloration, and damage.

D. Storage of spare parts, maintenance products, special tools.

1. Immediately store in accordance with the manufacturer's instructions.

2. Store spare parts, maintenance products, and special tools in enclosed, weather-proof, and lighted facility during the construction period.

3. Protect parts subject to deterioration, such as ferrous metal items and electrical components with appropriate lubricants, desiccants, or hermetic sealing.

4. Store large items individually:
a. Weight: Greater than 50 pounds.
b. Size: Greater than 24 inches wide by 18 inches high by 36 inches long. c. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.

5. Store smaller items in spare parts boxes:
a. Weight: Less than 50 pounds.
b. Size: Less than 24 inches wide by 18 inches high by 36 inches long. c. Clearly labeled:
1) Equipment tag number.
2) Equipment manufacturer.
3) Subassembly component, if appropriate.

6. Spare parts and special tools box:
a. Box material: Waterproof, corrosion resistant.
b. Hinged cover with locking hasp:
c. Inventory list taped to underside of cover.
1) Clearly labeled:
2) The words “Spare Parts and/or Special Tools”.
3) Equipment tag number.
4) Equipment manufacturer.
5) Subassembly component, if appropriate.

Product Requirements - Linear Infrastructure
01601-10 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) E. Exterior storage of fabricated products:

1. Place on aboveground supports that allow for drainage.

2. Cover products subject to deterioration with impervious sheet covering.

3. Provide ventilation to prevent condensation under covering.

F. Store moisture sensitive products in watertight enclosures.

G. Store loose granular materials on solid surfaces in well-drained area.

1. Prevent materials mixing with foreign matter.

2. Provide access for inspection.

H. When needed and approved by the Engineer, offsite storage location shall be within 20 miles of the project site.

1. Provide proof of insurance coverage for products stored offsite.

I. Payment will not be made for product and materials improperly stored or stored without providing Engineer with the manufacturer's instructions for storage.

3.04 INSTALLATION
A. Inspect equipment or product prior to product installation.

B. Repaint or recoat damaged painted or coated surfaces.

C. Use anti-galling compound on stainless steel threads used for field assembly.

3.05 PROTECTION AFTER INSTALLATION
A. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations.

1. Remove covering when no longer needed.

2. Replace corroded, damaged, or deteriorated or product before acceptance of the project.

END OF SECTION

Product Requirements - Linear Infrastructure
01601-Attachment A 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) ATTACHMENT A - MANUFACTURER’S CERTIFICATE OF SOURCE TESTING

Product Requirements - Linear Infrastructure
01601-Attachment A-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01601 (CONFORMED) MANUFACTURER’S CERTIFICATE OF SOURCE TESTING

OWNER EQPT/SYSTEM
PROJECT NAME EQPT TAG NO.

PROJECT NO. EQPT SERIAL NO.

SPECIFICATION NO.

SPECIFICATION TITLE
Comments:

I hereby certify Source Testing has been performed on the above-referenced product as defined in the Contract Documents, and the results conform to the Contract Document requirements.

Testing data is attached.

Date of Execution:

Manufacturer:

Manufacturer’s Authorized Representative Name (print):
(Authorized Signature)
If applicable, Witness Name (print):
(Witness Signature)

Field Engineering
01722-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01722 (CONFORMED) SECTION 01722

FIELD ENGINEERING
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Field engineering to establish lines and grades for the Work.

1.02 SUBMITTALS
A. Submit as specified in Section 01330 - Submittal Procedures.

B. Qualifications of the professional land surveyor or licensed civil engineer with the authority to provide land surveying in California that will be performing the field engineering.

C. Pre-Excavation Report.

1.03 PRE-EXCAVATION REPORT
A. Prior to the start of the Work, create a report confirming the verification of the following data:

1. Site elevation.

2. Existing structures including but not limited to buildings, manholes (sanitary, storm, electrical, and other), drainage inlets:
a. Location coordinates.
b. Top of wall elevation and coordinates.
c. Floor elevations.
d. Invert elevations.

3. Existing utilities as specified in Section 02280 - Subsurface Utility Engineering.

4. Proposed building corners, tank, and equipment locations.

5. Verify existing electrical, instrumentation, and phone utilities.

B. Incorporate information from Pre-Excavation Report into the record drawings.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

3.01 SURVEY REFERENCE POINTS
A. Basic reference line, a beginning point on basic reference line, points with referenced coordinates, and a benchmark will be provided by Owner.

B. From these reference points, establish other control and reference points as required to properly lay out the Work.

Field Engineering
01722-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01722 (CONFORMED) C. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction:

1. Make no changes or relocations without prior written notice.

2. Replace Project control point, when lost or destroyed, in accordance with original survey control.

D. Set monuments for principal control points and protect them from being disturbed and displaced:

1. Re-establish disturbed monuments.

2. When disturbed, postpone parts of the Work that are governed by disturbed monuments until such monuments are re-established.

3.02 PROJECT SITE SURVEY REQUIREMENTS
A. Perform verifications and checking in accordance with industry standard surveying practice.

B. Maintain complete, accurate log of control points and survey.

C. Affix civil engineer's or professional land surveyor's signature and license number to Record Drawings to certify accuracy of information shown.

3.03 CONSTRUCTION STAKES, LINES, AND GRADES
A. Execute the Work in accordance with the lines and grades indicated.

B. Make distances and measurements on horizontal planes, except elevations and structural dimensions.

3.04 QUALITY CONTROL
A. Accuracy of stakes, alignments, and grades may be checked randomly by Engineer:

1. Notice of when checking will be conducted will be given.

2. When notice of checking is given, postpone parts of the Work affected by stakes, alignments, or grades to be checked until checked.

3. Engineer's check does not substitute or complement required field quality control procedures.

3.05 RECORD DOCUMENTS
A. Prepare and submit Record Documents as specified in Section 01770 - Closeout Procedures.

END OF SECTION

Work Within Public Right-Of-Way
01734-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01734 (CONFORMED) SECTION 01734

WORK WITHIN PUBLIC RIGHT-OF-WAY
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Requirements for maintenance, support, protection, relocation, reconstruction and adjusting-to-grade, restoration, construction of temporary and new facilities, and abandonment of existing utilities affected by construction work within the public right-of-way.

1.02 DEFINITIONS
A. Utility: For purpose of this Section, utility means any public or private service, such as electric light and power systems; gas distribution systems; telephone, telegraph, cable television and other communication services; water distribution; storm drain and sanitary sewer services; police and fire communication systems; street lighting and traffic signs and signals; parking meters; and steam distribution systems.

B. Trenching:

1. Open trench:
a. General: Includes excavation, pipe laying, backfilling, and pavement replacement.

2. Any excavated areas shall be considered as "open trench" until all pavement replacement has been made, or until all trenches outside of pavement replacement areas have been backfilled and compacted in accordance with these Contract Documents.

1.03 SUBMITTALS
A. Traffic control plan: Submit detailed traffic control plan for acceptance by jurisdictional agency.

PART 2 PRODUCTS

2.01 DESIGN AND PERFORMANCE CRITERIA
A. Trenching:

1. Except where otherwise specified, indicated on the Drawings, or accepted in writing by the Engineer, the maximum length of open trench, where construction is in any stage of completion, shall not exceed the linear footage as set forth below. Descriptions under following area designations are general in nature and may be amended in writing by the Engineer due to particular or peculiar field conditions:
a. Business District Areas maximum 100 linear feet: Store front areas.

Work Within Public Right-Of-Way
01734-2 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01734 (CONFORMED) b. Commercial Areas maximum 400 linear feet: Industrial, shopping centers, churches, schools, hotels, motels, markets, gas stations, government and private office buildings, hospitals, fire and police stations, and nursing homes.
c. Residential Areas maximum 1 Block or 600 linear feet, whichever is the least: Single and multi-family residences, apartments, and condominiums. d. Undeveloped Areas maximum 1,000 linear feet: Parks, golf courses, farms, undeveloped subdivided land.

2. Completely backfill trenches across streets and install temporary or permanent pavement as soon as possible after pipe laying.

B. Site conditions:

1. Use substantial steel plates with adequate trench bracing to bridge across trenches at street and alley crossings, commercial driveways, and residential driveways where trench backfill and temporary patch have not been completed during regular working hours.

2. Provide safe and convenient passage for pedestrians.

3. Maintain access to fire stations, fire hydrant, and hospitals at all times.

4. Provide traffic control devices, barricades, and signage as required by the regulating agency.

PART 3 EXECUTION (NOT USED)

END OF SECTION

Selective Alterations and Demolition
01738-1 8660F10 July 12, 2023 - CONFORMED
pw://Carollo/Documents/Client/CA/Ukiah/8660F10/Specifications/New Scope/01738 (CONFORMED) SECTION 01738

SELECTIVE ALTERATIONS AND DEMOLITION
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Cutting or modifying of existing and new work.

2. Partial demolition of structures.

3. In-place abandonment of pipe.

1.02 REFERENCES
A. American National Standards Institute (ANSI):

1. A10.6 - Safety and Health Program Requirements for Demolition Operations.

B. International Concrete Repair Institute (ICRI):

1. Guideline No. 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.

2. Guideline No. 310.3R - Guide for the Preparation of Concrete Surfaces for Repair Using Hydrodemolition Methods.

1.03 DEFINITIONS
A. Chipping hammer: A hand-operated electrical or pneumatic demolition device for removal of hardened concrete or masonry materials having a weight of less than 15 pounds and an impact frequency of greater than 2,000 blows/minute.

B. Concrete breaker: A hand-operated electrical or pneumatic demolition device for removal of hardened concrete or masonry materials having a weight greater or impact frequency less than the limits defined for a chipping hammer.

C. Coring equipment: Non-impact rotary drill with diamond cutting edges.

D. Heavy abrasive blast: Cleaning procedure by which various abrasives materials, or steel shot, are forcibly propelled by high pressure against a surface to remove loose material and produce a concrete surface roughened to ICRI Surface Profile CSP-7, or higher, as specified in ICRI 301.3R.

E. Salvage material: Materials removed from existing facilities and stored for Owner's future reuse.