JWA_PARCS_Division_01_v01.pdf

JWA PARCS Improvements

January 2026

VOLUME I OF I

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 30 00 Administrative Requirements

01 33 00 Submittal Procedures

01 35 53 Security

01 40 00 Quality Requirements

01 41 00 Regulatory Requirements

01 42 16 Definitions

01 42 19 Reference Standards

01 45 23 Testing and Inspection

01 50 00 Temporary Facilities and Controls

01 60 00 Product Requirements

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 00 Closeout Submittals

01 78 23 Operations and Maintenance Data

01 78 36 Warranties and Guarantees

END OF TABLE OF CONTENTS VOLUME I

SECTION 00 24 00 - DESCRIPTION OF PROJECT

The project will replace the Agency’s Parking Access and Revenue Control System (PARCS).

Work includes full field investigation, preparation of engineered drawings showing the proposed work for Agency approval, turnkey system implementation including furnishing all labor, equipment, and materials to provide a complete PARCS system; cutover from the existing system minimizing downtime; implementation of backend systems; and removal of all PARCS-related equipment to not be re-used.

Upon acceptance, the system will be turned over to an operator to be separately selected. Therefore, any ongoing costs that the proposer will require as a condition of supplying the proposed system must be clearly disclosed in the cost proposal (including suggested escalation), or the cost will not be eligible for payment.

The following structures/lots are included in the project:

• Parking Structure A1

• Parking Structure A2

• Parking Structure B2

• Parking Structure C (including “official airport vehicles only” entrance, valet storage, associated gates, and a car wash)

• Main Street Parking Lot (1512 W Main St)

• T-Lot (17999 Sky Park Circle, for rental car storage and use by contractors)

All structures are accessed via the airport circulator road. The Main Street parking lot is accessed via the airport circulator road and Main Street. The T-Lot is accessed via Sky Park Circle.

Parking stalls will not be allowed to be removed or taken out of service except by written permission of the Agency.

A block diagram of typical connections at an ingress or egress is attached as ______.

END OF DOCUMENT 00 24 00

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. The furnishing of all labor, materials, equipment, services, and incidentals necessary for replacement of the PARCS system at JOHN WAYNE AIRPORT located at 18601

AIRPORT WAY, SANTA ANA, CA 92707, as set forth in this document and supplemented by the Conceptual Design Plans.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 USE OF PREMISES

A. Contractor shall coordinate Work of all trades, Subcontractors, utility service providers, with County and/or Separate Work Contract. Contractor shall sequence, coordinate, and perform the Work to impose minimum hardship on the operation and use of the existing facilities and/or Project site. Contractor shall install all necessary protection for existing improvements, Project site, property, and new Work against dust, dirt, weather, damage, vandalism, and maintain and relocate all protection to accommodate progression of the Work.

B. Contractor assumes custody and control of County property, both fixed and portable, remaining in existing facilities vacated during the Work.

C. Contractor shall not use or allow anyone other than County employees to use facility telephones and/or other equipment, except in an emergency. Contractor shall reimburse

County for telephone toll charges originating from the facility except those arising from emergencies or use by County employees.

D. Contractor shall protect all surfaces, coverings, materials, and finished Work from damage. Mobile equipment shall be provided with pneumatic tires.

E. Contractor is advised County will award Separate Work Contracts at this Project site.

F. Contractor shall not allow the use of portable or fixed radios, music players, personal audio devices (such as smartphones, tablets, or Bluetooth speakers) and similar devices, or any other sound-producing equipment.

END OF SECTION 01 11 00

SECTION 01 30 00 – ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General administrative requirements.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Contractor's daily reports.

F. Progress photographs.

G. Submittals for review, information, and project closeout.

H. Number of copies of submittals.

I. Requests for Interpretation (RFI) procedures.

1.2 RELATED REQUIREMENTS

A. Section 01 33 00 Submittal Procedures

B. Section 01 40 00 Quality Requirements

C. Section 01 77 00 Closeout Procedures

1.3 REFERENCE STANDARDS (NOT USED)

1.4 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 77 00 - Closeout Procedures for coordination of execution of administrative tasks with timing of contract activities.

B. Make the following types of submittals to the County:

1. Requests for Interpretation (RFI).

2. Shop drawings, product data, and samples.

3. Test and inspection reports.

4. Work plan for each site documenting source of power and communication, equipment placement, conduit and wiring routing, staging plan, and work schedule.

5. Applications for payment and change order requests.

6. Progress schedules.

7. Final Correction Punch List for Final Acceptance.

8. Closeout submittals.

C. Construction/implementation activities for any given site will not commence until written approval is granted by the County.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 PRECONSTRUCTION MEETING

A. County will schedule a meeting after Notice of Award.

B. Attendance Required:

1. County.

2. Contractor.

3. Contractor’s engineer.

C. Agenda:

1. Execution of County-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Pre-construction activities including preparation and approval of final design, investigatory work, coordination with electrical and communication service providers, submittals, and securing permits.

4. Designation of personnel representing the parties to Contractor and County.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal requests, Change Orders, and Contract closeout procedures.

6. Scheduling.

D. Record minutes and distribute electronic copies within two days after meeting to participants. PDF format is preferred.

3.2 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum monthly intervals.

B. Make arrangements for meetings, prepare agenda with electronic copies for participants, preside at meetings.

C. Attendance Required:

1. Contractor’s superintendent.

2. Contractor’s engineer.

3. County.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. Other business relating to work.

E. Record minutes and distribute electronic copies within two days after meeting to participants. PDF format is preferred.

3.3 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the County-Contractor Agreement, submit preliminary schedule defining planned operations for the first 60 days of work, with a general outline for remainder of work.

B. If preliminary schedule requires revision after review, submit revised schedule within

10 days after receipt of review from County.

C. Within 20 days after receipt of review of preliminary schedule from County, submit draft of proposed complete schedule for review.

1. Include written certification that major subcontractors, if any, have reviewed and accepted proposed schedule.

D. Within 10 days after receipt of review from County, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

3.4 DAILY CONSTRUCTION REPORTS

A. Include only factual information. Do not include personal remarks or opinions regarding operations and/or personnel.

B. Submit an electronic copy to County each working day. PDF format is preferred.

1. Submit in format acceptable to County.

2. Submit using required form, a sample of which is appended to this section.

C. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. Safety, environmental, or industrial relations incidents.

5. Meetings and significant decisions.

6. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

7. Testing and/or inspections performed.

8. Signature of Contractor's authorized representative.

3.5 PROGRESS PHOTOGRAPHS

A. Submit photographs with each Application for Payment, taken not more than 3 days prior to submission of Application for Payment.

B. Submit new photographs at two-week intervals, within 3 days after being taken.

C. Submit progress photographs for all areas where work was performed since the previous set of progress photographs was submitted.

D. Photography Type: Digital; electronic files.

E. All digital photograph files submitted must be renamed to clearly include the date the photograph was taken (formatted as MM-DD-YYYY) and the specific area of the work depicted. The file name should follow the format:

[Structure/Lot]_[Level]_[Area]_[Date].[File Type] (e.g., "A1_Level 1_Area 4_08-29-

2026.jpg").

F. Provide photographs of site and construction throughout progress of work produced by company photographer, acceptable to OAR.

3.6 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract

Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of

Contract Documents and the issue remains unresolved after requesting clarification at a project progress meeting. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

2. Prepare in a format and with content acceptable to County.

3. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.

2. Unacceptable Uses for RFIs: Do not use RFIs to request the following:

a. Approval of submittals (use procedures specified elsewhere in this section).

b. Approval of substitutions.

c. Changes that entail change in Contract Time and Contract Sum (comply with provisions of the Conditions of the Contract).

d. Different methods of performing work than those indicated in the Contract

Drawings and Specifications (comply with provisions of the Conditions of the Contract).

3. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.

4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.

a. The County reserves the right to assess the Contractor for the costs (on time-and-materials basis) incurred by the County, and any of its consultants, due to processing of such RFIs.

E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

1. Official Project name and number, and any additional required identifiers established in Contract Documents.

2. County's and Contractor's names.

3. Discrete and consecutive RFI number, and descriptive subject/title.

4. Issue date, and requested reply date.

5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6. Annotations: Field dimensions and/or description of conditions which have engendered the request.

7. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example; routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.

F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.

1. Indicate current status of every RFI. Update log promptly and on a regular basis.

2. Note dates of when each request is made, and when a response is received.

3. Highlight items requiring priority or expedited response.

4. Highlight items for which a timely response has not been received to date.

5. Identify and include improper or frivolous RFIs.

H. Review Time: County will respond and return RFIs to Contractor within five calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to County.

1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

4. Notify County within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.7 SUBMITTAL SCHEDULE

A. Submit to County for review a schedule for submittals in tabular format;

1. Submit at the same time as the preliminary schedule specified in this Section.

2. Coordinate with Contractor's construction schedule and schedule of values.

3. Format schedule to allow tracking of status of submittals throughout duration of construction.

4. Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), description of item of work covered, and role and name of subcontractor.

5. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.

END OF SECTION 01 30 00

SECTION 01 33 00 – SUBMITTAL PROCEDURES

1. SECTION INCLUDES

A. Shop drawings.

B. Product data.

C. Material list.

D. Samples.

2. RELATED SECTIONS

A. Section 01 11 00 - Summary of Work

B. Section 01 77 00 - Closeout Procedures

3. DEFINITIONS

Where the words "construction data" are used, it is intended to include shop drawings, samples, brochures, calculations, test reports, catalogs, equipment lists and all other similar required items.

4. CONTRACTOR’S RESPONSIBILITIES

A. Prepare a schedule for submittals ("submittal schedule") in accordance with Section 01

30 00 – Administrative Requirements.

B. Obtain and review all construction data and such other data as required for the coordination of the work of the Contractor and each of his subcontractors, whether such submittals are requested.

C. Submit all construction data called for in the various Specification Sections.

(1) PDF format is preferred if electronic, unless directed otherwise.

(2) Provide a minimum of six copies of each submittal, if hardcopy.

(3) Furnish all submittals required by governing agencies, whether such submittals are requested in the Contract Documents or not.

(4) Provide copies of approved submittals to each sub-contractor concerned with that portion of the work, including subcontractors interfacing with such work.

D. Be responsible for proper coordination of all parts of the Project under the Contract to the extent shown or indicated in the Specifications and on the Drawings.

(1) Check and coordinate all submittals, verify all field measurements, stamp and sign each submittal as Contractor approved.

(2) Failure to comply with this requirement will result in immediate return of the submittal with no action taken by OC Public Works.

(3) Contractor shall be fully responsible for errors in submitted data.

(4) Contractor shall be held responsible for any delay in progress of the work due to his failure to observe requirements of this Section.

(5) Make such corrections as required by OC Public Works and re-submit the required number of corrected copies of shop drawings or new samples until accepted by OC Public Works. The Contractor shall direct specific attention in writing or on re-submitted shop drawings to revisions other than the corrections requested by OC Public Works on previous submissions.

E. All costs for the preparation, correction, delivery, and return of submittals shall be borne by the Contractor.

(1) The Contractor shall obtain all rejected submittals at the County’s office unless otherwise directed.

5. SUBMITTAL SCHEDULE

A. The Contractor shall prepare and submit a progress schedule for himself, each sub-contractor and supplier, showing anticipated dates for submittals of construction data.

B. Schedule shall allow for lead time required for subcontractors, material and equipment manufacturers, fabricators and suppliers, delivery of materials and equipment, in sufficient time for installation without delaying any portion of the work.

C. Time for submittals: Each submittal must be received in time to permit seven calendar days for their review. If a submittal is not received in time to allow sufficient time for review without delaying construction or implementation, the Contractor shall reimburse County for the costs incurred by checking on an accelerated basis.

(1) The OC Public Works responsibility for time consumed in review of construction data and any claim made by the Contractor (including Subcontractors and suppliers) that such time is excessive and has caused or will cause delay in completion of the work, will only be considered as starting from the time drawings, samples and other construction data are complete and correct in all respects and so submitted and signed as approved by Contractor.

(2) Preliminary and incomplete or incorrect submittals of said drawings and samples shall not be considered as the beginning of the official approved time. "Sufficient time" as used herein, shall mean a maximum of seven calendar days unless approved otherwise by OC Public Works.

6. TRANSMITTAL

A. Form of Transmittal: Submit construction data accompanied by Contractors and subcontractor’s letter of transmittal. In addition to all information necessary for identification, include:

(1) A listing of construction data included.

(2) Project name, County's project number, and location as it appears on the drawings.

(3) Contractors, subcontractors and manufacturers or fabricators' name.

(4) Applicable Contract Drawing number, Specification Section, and paragraph.

(5) ASTM, Federal Specifications, and other "standard" type specifications.

(6) Name and address of submitter, including the name and telephone of the individual to contact for further information.

(7) Clearly identify whether it is an original submittal or a re-submittal.

(8) Date original submittal is made, and date of re-submittal when made.

(9) And such additional information as required to identify the submittal.

B. Contractor's review: All submittal data shall be stamped approved by the Contractor, signed, certifying that he has reviewed the submittal as to compliance with the Contract

Documents, and verification of field measurements when applicable.

(1) Failure to comply with this requirement will result in immediate return of submittal with no action taken by the A-E or OC Public Works.

C. Method of delivery: Send submittals by electronic delivery, USPS First-Class mail, UPS 2nd Day Air, or hand carry to County’s office.

7. SUBMITTAL IDENTIFICATION

A. Shop drawings shall be dated and shall clearly delineate the following:

(1) Your engineer’s identifying information, including employer, office location, and phone number.

(2) Project name and County's project number.

(3) Drawing title, number, date and scale (number drawings consecutively).

(4) Names of Contractor, subcontractor and fabricator.

(5) Working and erection dimensions.

(6) Reference to applicable plan, elevation, section, or detail on Contract Drawing to which shop drawing, or portion thereof applies.

(7) Arrangement and sectional view.

(8) Necessary details, including complete information for making connections with work of other trades; list name(s) of all subcontractors involved.

(9) Kind of materials and finishes.

(10) Show descriptive names of materials and equipment, and locations of which materials or equipment are to be installed in the work. Use same reference identification as shown on Contract Documents.

B. Shop Drawing Variations:

(1) If shop drawings show variations from Contract Documents because of standard shop practice, questions, or any other reason, make specific mention of variations in transmittal letter as well as encircle variations or questions on shop drawings to identify and call them to the County’s attention.

(2) If the Contractor has not notified the County in writing of variations, deviations or omissions, the Contractor will be required, at its sole expense, to repair, replace, furnish whatever materials are required, perform the work, including adjacent work of other trades affected thereby, necessary to rectify such deviations and variations, all as directed by OC Public Works. Replacement and repair shall be mandatory in such instances, even though this occurs after shop drawings have been stamped "Review Completed" and the work in question has been completed. All work pertaining to this condition or situation shall be performed at no additional cost to the County.

8. SUBMITTAL COORDINATION

A. Prior to submittal for the County’s review, the Contractor shall fully coordinate each submittal, including the following:

(1) Coordinate as required with all trades and with public agencies involved.

(2) Secure all necessary approvals from public agencies and others that may be concerned, and signify by their stamp, or other means, that approvals have been secured.

(3) Clearly mark or indicate each deviation made from the Contract Documents.

B. Interrelated Groups:

(1) Where samples, shop drawings and other construction data are interrelated, submit all such data in one package.

(2) Where manufacturer's product data (catalog cuts, etc.) is submitted, make submission in original forms. Faded reproductions will not be accepted.

9. COUNTY’S REVIEW

A. Review of submittals is only to check for general conformance with the project design concept and general compliance with the Contract Documents. Responsibility will not be assumed by County for any of the following:

(1) Correctness of dimensions, details, quantities, or procedures indicated on the submittals.

(2) Any violation indicated on shop drawings, or other construction data, of local, county, state or federal laws, rules, ordinances, or rules and regulations of commissions, boards or other authorities or public utilities having jurisdiction.

(3) Any deviation made from Contract Documents requirements, even with approval from OC Public Works, will not relieve the Contractor from any responsibility for errors or omissions in the construction data.

B. Review of construction data submittals will only be performed as specifically required in the various Specification Sections.

C. Review of a separate item shall not indicate approval of an assembly in which the item functions.

D. Review of shop drawings will be general, for design, arrangement and appearance only, and shall not relieve Contractor of responsibility for accuracy of such shop drawings, dimensions, proper fitting, construction of work, providing materials required by the

Contract Documents, even though such materials and their installation are not indicated on shop drawings.

(1) Review of shop drawings shall not be construed as approving departure from

Contract requirements or as acceptance of any responsibility by County for any errors, omissions, or discrepancies shown thereon.

(2) No portion of the work requiring a submission shall be commenced until the submission has been reviewed and returned to the Contractor with the County’s stamp of approval. All such portions of the work shall be in accordance with approved construction data.

10. SHOP DRAWINGS

A. If hardcopy, submit six prints with a transmittal to the County. The reviewed plan will be returned to the Contractor, who shall then reproduce prints from the accepted plan for his use and distribution.

B. Before submitting shop drawings, check said drawings and subcontractor's work for accuracy. See that work contiguous with and having bearing upon work indicated on shop drawings, is accurately and distinctly illustrated, and that indicated work complies with Contract requirements. Shop drawings must bear the Contractor's stamp of approval.

C. Shop drawings shall be dated and shall clearly show the following information:

(1) Your engineer’s identifying information, including employer, office location, and phone number.

(2) Project name and County project number.

(3) Drawing title, number, date and scale (number drawings consecutively).

(4) Names of Contractor, subcontractor and fabricator.

(5) Working and erection dimensions.

(6) Reference to applicable plan, elevation, section, or detail on Contract Drawing to which shop drawing, or portion thereof, applies.

(7) Arrangements and sectional views.

(8) Necessary details, including complete information for making connections with work of other trades; list name(s) of all subcontractors involved.

(9) Kind of materials and finishes.

(10) Show descriptive names of materials and equipment, and locations of which materials or equipment are to be installed in the work. Use same reference identification as shown on Contract Documents.

11. PRODUCT DATA

A. Submit manufacturer's literature, specifications, installation or application recommendations, brochures, diagrams, schedules, charts, illustrations or other data as may be required to describe the product and its performance characteristics.

B. Assemble submittal using manufacturer's original printed catalog data, or a permanent

(non-fading) reproduction. Block-out or otherwise identify portions of product sheet which does not pertain to the work.

C. Show all critical dimensions, and clearances required, wiring diagrams, and controls.

D. Submit in same quantity as specified for shop drawings.

12. MATERIAL LISTS

A. Submit as specified in the various Sections of the Specifications. Submit a list of proprietary products proposed for use in the work within 30 days after award of the

Contract.

B. Identify each product by manufacturer's name, products complete identification, Specification Section, and use.

C. Quantity Required: As specified for shop drawings.

END OF SECTION 01 33 00

SECTION 01 35 53 – SECURITY

PART 1 – GENERAL

1.1 SECURITY

A. Protect the Work from theft, vandalism and unauthorized entry. Contractor shall have sole responsibility for job site security.

B. Maintain security throughout construction until the County’s occupancy and or acceptance.

C. Provide keying different from permanent keying of locks and include organized, locked and supervised storage for receiving and dispensing items of finish hardware throughout the construction.

D. Provide the Project Manager with keys necessary to gain access to locked areas of the

Work. The Project Manager will be responsible for such keys and will return them to the Contractor upon acceptance of the project or area as complete.

1.2 PERMANENT KEYS

A. Immediately upon receipt of permanent keys for whatever purpose (finish hardware, mechanical equipment, casework, dispensers, lockers, switches, equipment items, etc.), tag or otherwise clearly identify keys according to one approved system and turn them over to the County prior to any opportunity of access to keys by parties other than the

County.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 33 53

SECTION 01 40 00 – QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Defect Assessment.

1.2 RELATED REQUIREMENTS

A. Document 00 72 00 - General Conditions: Inspections and approvals required by public authorities.

B. Section 01 30 00 - Administrative Requirements

C. Section 01 33 00 - Submittal procedures.

D. Section 01 42 16 - Definitions.

E. Section 01 42 19 - Reference Standards.

1.3 REFERENCE STANDARDS

A. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete

Aggregates for Use in Construction and Criteria for Testing Agency Evaluation; 2017.

B. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry;

2022.

C. ASTM E329 - Standard Specification for Agencies Engaged in Construction

Inspection, Testing, or Special Inspection; 2021.

D. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing;

2021.

E. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality

Assurance, and Evaluating of Manufactured Building Components; 2016.

F. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2021.

1.4 DEFINITIONS

A. Contractor's Quality Control Plan: Contractor's management plan for executing the

Contract for Construction.

1.5 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements and Section 01 33 00 – Submittal

Procedures, for submittal procedures.

B. Test Reports: After each test/inspection, promptly submit two copies of report.

1. Include:

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 the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by County, provide interpretation of results.

2. Test report submittals are for County’s knowledge for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for County's information.

C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to County, in quantities specified for Product Data.

1. Indicate material or product complies with or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to County.

1.6 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

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

D. Should specified reference standards conflict with Contract Documents, request clarification from County before proceeding.

E. Neither the contractual relationships, duties, or responsibilities of the parties in

Contract shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.7 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM

E699, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

2. Laboratory Qualifications: Accredited by IAS according to IAS AC89.

3. Laboratory: Authorized to operate in the State in which the Project is located.

4. Laboratory Staff: Maintain a full-time registered Engineer on staff to review services.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 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. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

3.2 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with County in performance of services.

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

3. Promptly notify County of observed irregularities or non-compliance of Work or products.

4. Perform additional tests and inspections required by County.

5. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

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

Documents.

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

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To facilitate tests/inspections.

2. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

3. Arrange with County's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by County.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

3.3 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

B. If, in the opinion of County, it is not practical to remove and replace the work, County will direct an appropriate remedy or adjust payment.

END OF SECTION 01 40 00

SECTION 01 41 00 – REGULATORY REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY OF REFERENCE STANDARDS

A. Regulatory requirements applicable to this project are the following:

B. 28 CFR 35 - Nondiscrimination on the Basis of Disability in State and Local

Government Services; Final Rule; Department of Justice; current edition.

C. 28 CFR 36 - Nondiscrimination by Public Accommodations and in Commercial

Facilities; Final Rule; Department of Justice; current edition.

D. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for

Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines;

current edition.

E. 49 CFR 37 - Transportation Services for Individuals with Disabilities (ADA); current edition.

F. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible

Design; 2010.

G. FED-STD-795 - Uniform Federal Accessibility Standards (UFAS); 1988.

H. 29 CFR 1910 - Occupational Safety and Health Standards; current edition.

I. NFPA 101 - Life Safety Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

1.2 RELATED REQUIREMENTS

A. Section 01 40 00 - Quality Requirements.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 41 00

SECTION 01 42 16 – DEFINITIONS

PART 1 – GENERAL

1.01 SUMMARY

A. This section supplements the definitions contained in the General Conditions.

B. Other definitions are included in individual specification sections.

1.02 DEFINITIONS

A. Furnish: To supply, deliver, unload, and inspect for damage.

B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.

C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result.

Products may be new, never before used, or re-used materials or equipment.

D. Provide: To furnish and install.

E. Supply: Same as Furnish.

F. Access point: A parking lot ingress or egress.

G. DMS: Dynamic message sign. A sign capable of displaying a custom message across the entire sign face.

H. Egress: Synonymous with exit.

I. Entry column: Synonymous with ticket dispenser.

J. Exit column: Synonymous with payment station.

K. Ingress: Synonymous with entry.

L. Keycard entry/exit column: An entry or exit column that only accepts employee badges; no public access allowed. At these locations license plate reading equipment is not required; however, CCTV cameras are required for surveillance purposes. Such locations are denoted on the Drawings.

M. Payment station: A device placed at the parking lot egress that accepts payment for the parking session, or confirms that payment has already been made; and grants exit.

N. Ticket dispenser: A device placed at the parking lot ingress that grants access. A ticket may not be dispensed if the license plate is recognized.

1.03 ABBREVIATIONS AND ACRONYMS

A. API: Application Programming Interface

B. CAD: Computer-aided drafting.

C. CCTV: Closed-circuit television. May also be used to describe an IP-enabled device.

D. CISA: Cybersecurity and Infrastructure Security Agency

E. Contractor: Synonymous with Vendor.

F. DMS: Dynamic Message Sign

G. EV: Electric Vehicle

H. HD: High Definition

I. HVAC: Heating/Ventilating/Air Conditioning

J. IEC: International Electrotechnical Commission

K. ISO: International Standards Organization

L. LPR: License Plate Recognition

M. LSR: Location Shutdown Request

N. NEC: National Electric Code

O. OAR: Owner’s Authorized Representative

P. PARCS: Parking Access and Revenue Control System

Q. PCI: Payment Card Industry

R. PMI: Parking Management Interface

S. QR: Quick-Response

T. TNC: Transportation Network Company

U. TWP: Twisted Wire Pairs

V. USR: Utility Shutdown Request

W. Vendor: The entity contracted to deliver the PARCS.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 42 16

SECTION 01 42 19 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Requirements relating to referenced standards.

1.2 QUALITY ASSURANCE

A. For products or workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

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

C. Neither the contractual relationships, duties, or responsibilities of the parties in

Contract shall be altered by Contract Documents by mention or inference otherwise in any reference document.

PART 2 – CONSTRUCTION INDUSTRY ORGANIZATION DOCUMENTS

2.1 ACI -- AMERICAN CONCRETE INSTITUTE INTERNATIONAL

A. ACI 117 - Specifications for Tolerances for Concrete Construction and Materials; 2010

(Reapproved 2015).

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and

Mass Concrete; 2022.

C. ACI 302.1R - Guide to Concrete Floor and Slab Construction; 2015.

D. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000

(Reapproved 2009).

E. ACI 308R - Guide to External Curing of Concrete; 2016.

F. ACI 318 - Building Code Requirements for Structural Concrete and Commentary;

2025.

G. ACI 347R - Guide to Formwork for Concrete; 2014 (Reapproved 2021).

2.2 AISI -- AMERICAN IRON AND STEEL INSTITUTE

A. AISI S100 - North American Specification for the Design of Cold-Formed Steel

Structural Members; 2024.

2.3 ANSI -- AMERICAN NATIONAL STANDARDS INSTITUTE

A. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set

Cement Mortar; 2024.

2.4 ASTM A SERIES -- ASTM INTERNATIONAL

A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019.

B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2024.

C. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

D. ASTM A240/A240M - Standard Specification for Chromium and Chromium-Nickel

Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General

Applications; 2025.

E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023.

F. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic

Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2024.

G. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved

Formability, Required Hardness, Solution Hardened, and Bake Hardenable; 2025.

H. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded

Wire Reinforcement, Plain and Deformed, for Concrete; 2024.

2.5 ASTM C SERIES -- ASTM INTERNATIONAL

A. ASTM C206 - Standard Specification for Finishing Hydrated Lime; 2014 (Reapproved

2022).

B. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2024.

C. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2025.

D. ASTM C406 - Standard Specification for Roofing Slate; 2022.

E. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018

(Reapproved 2024).

F. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building

Sealants; 2008 (Reapproved 2019).

G. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete

Aggregates for Use in Construction and Criteria for Testing Agency Evaluation; 2025.

H. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry;

2023.

I. ASTM C1167 - Standard Specification for Clay Roof Tiles; 2022.

J. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint

Sealants; 2022.

K. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with

Cold Liquid-Applied Sealants; 2023.

2.6 ASTM D SERIES -- ASTM INTERNATIONAL

A. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and

Applications; 2024.

B. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified

Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam

Protection; 2025.

C. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and

Construction; 2023.

D. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of

Wood and Wood-Based Materials; 2020 ((Reapproved 2025).

E. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement; 2025.

2.7 ASTM F SERIES -- ASTM INTERNATIONAL

A. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and

Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi, 144 ksi, and

150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa

Minimum Tensile Strength; 2025.

2.8 ICBO -- INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS

A. UBC Std 7-1 - Fire Tests of Building Construction and Materials; 1997.

2.9 NSI -- NATURAL STONE INSTITUTE

A. MIA (DSDM) - Dimensional Stone Design Manual, Version VIII; 2016.

2.10 SCAQMD -- SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

A. SCAQMD 1113 - Architectural Coatings; 1977 (Amended 2016).

END OF SECTION 01 42 19

SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Use of County property.

B. Temporary Controls: Barriers, enclosures, and fencing.

C. Vehicular access and parking.

D. Waste removal facilities and services.

E. Field offices.

1.2 USE OF COUNTY PROPERTY

A. The County will approve reasonable requests to establish temporary areas near work sites for staging and short-term storage of equipment and materials. To request a staging and storage area, submit a Location Shutdown Request (LSR) to the OAR. A copy of the request form is provided as an attachment to this section. The area to be made available will be dependent in part upon concurrent activities at the time of the request.

1.3 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for County's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.4 VEHICULAR ACCESS AND PARKING

A. Provide and maintain access to fire hydrants, free of obstructions.

1.5 WASTE REMOVAL

A. See Section 01 74 19 - Construction Waste Management and Disposal, for additional requirements.

B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

C. Provide containers with lids. Remove trash from site periodically.

D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 50 00

SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 – GENERAL

1.1 WASTE MANAGEMENT REQUIREMENTS

A. County requires that this project generate the least amount of trash and waste possible.

B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.

C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible.

D. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or by incineration:

1. Aluminum and plastic beverage containers.

2. Corrugated cardboard.

3. Wood pallets.

4. Clean dimensional wood.

5. Concrete.

6. Metals, including packaging banding, metal studs, sheet metal, structural steel, piping, reinforcing bars, door frames, and other items made of steel, iron, galvanized steel, stainless steel, aluminum, copper, zinc, lead, brass, and bronze.

E. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, recycling, salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports.

F. Contractor shall develop and follow a Waste Management Plan designed to implement these requirements.

G. Methods of trash/waste disposal that are not acceptable are:

1. Burning on the project site.

2. Burying on the project site.

3. Dumping or burying on other property, public or private.

4. Other illegal dumping or burying.

5. Incineration, either on- or off-site.

H. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials.

1.2 RELATED REQUIREMENTS

A. Section 01 30 00 - Administrative Requirements: Additional…