2. Public Works Agreement (PWA) — Costa Mesa City Council, January 16, 2024 (part 1 of 2)

Project and Specification No. 23-09
1 RMF Contracting, Inc.

CITY OF COSTA MESA

PUBLIC WORKS AGREEMENT FOR
CITY PROJECT NO. 23-09
This PUBLIC WORKS AGREEMENT (“Agreement”) is date d January 16, 2024, and is between the CITY OF COSTA MESA, a municipal corporation (“CITY”) and RMF CONTRACTING, INC., dba R&M Electrical Contractor (“CONTRACTOR”).

WHEREAS, CITY desires to construct the public improvements described below under Paragraph 1, Scope of Work (the “Project”);
WHEREAS, CITY has determined that CONTRACTOR is the lowest responsible bidder;
WHEREAS, CITY now desires to contract with CONTRACTOR to furnish construction and related services for the Project; and
WHEREAS, CITY and CONTRACTOR desire to set forth their rights, duties and liabilities in connection with the services to be performed.

NOW, THEREFORE, for and in consideration of the covenants and conditions contained herein, the parties hereby agree as follows:

1. SCOPE OF WORK.

The scope of work generally consists of installing LED lights at various CITY parks and athletic facilities throughout the CITY (the “Work”).

The Work is further described in the “Contract Documents” referred to below.

The Project is known as the Athletic Facilities Project, City Project No. 23-09 (the “Project”).

2. CONTRACT DOCUMENTS.

The complete Agreement consists of the following documents relating to the Project:
(a) This Agreement;
(b) CONTRACTOR’s bid, attached hereto as Exhibit A and incorporated herein; (c) Bid package, including, but not limited to, notice inviting bids, complete plans, profiles, detailed drawings and specifications, general provisions and special provisions, attached hereto as Exhibit B and incorporated herein; ATTACHMENT 2
Project and Specification No. 23-09
2 RMF Contracting, Inc.
(d) Faithful Performance Bond and Labor and Material Bond, including agent’s Power of Attorney for each bond, attached hereto as Exhibit C;

(e) Drug-Free Workplace Policy, attached hereto as Exhibit D and incorporated herein; and

(f) Provisions of the most current edition of The Greenbook: Standard Specifications for Public Works Construction (“The Greenbook”). Provisions of The Greenbook are incorporated by this reference as if fully set forth herein.

The documents comprising the complete Agreement will be referred to as the “Contract Documents.”

All of the Contract Documents are intended to complement one another, so that any Work called for in one and not mentioned in another is to be performed as if mentioned in all documents.

In the event of an inconsistency in the Contract Documents, the terms of this Agreement shall prevail over all other Contract Documents. The order of precedence between the remaining Contract Documents shall be as set forth in The Greenbook.

The Contract Documents constitute the entire agreement between the parties and supersede any and all other writings and oral negotiations.

3. CITY’S REPRESENTATIVE.

The CITY’s Representative is Robert Ryan, referred to herein as the Project Manager (“Project Manager”).

4. CONTRACTOR’S PROJECT MANAGER; PERSONNEL.

(a) Project Manager. CONTRACTOR’s Project Manager must be approved by CITY. Such approval shall be at CITY’s sole discretion.

(b) Personnel. CITY has the right to review and approve any personnel who are assigned to perform work under this Agreement. CONTRACTOR shall remove personnel from performing work under this Agreement if requested to do so by CITY.

This Paragraph 4 is a material provision of the Agreement.

5. SCHEDULE.

All Work shall be performed in accordance with the schedule approved on behalf of CITY by the Project Manager, and in accordance with the time of performance set forth in Paragraph 11 (Time of Performance).

ATTACHMENT 2
Project and Specification No. 23-09
3 RMF Contracting, Inc.

6. EQUIPMENT - PERFORMANCE OF WORK.

CONTRACTOR shall furnish all tools, equipment, apparatus, facilities, labor and materials necessary to perform and complete the Work in a good and workmanlike manner in strict conformity with the Contract Documents.

The equipment, apparatus, facilities, labor and material shall be furnished and such Work performed and completed as required in the plans and specifications to the satisfaction of the Project Manager or his or her designee, and subject to his or her approval.

7. COMPENSATION.

CITY shall pay CONTRACTOR in accordance with the fee schedule set forth in CONTRACTOR’s Bid within Exhibit A. CONTRACTOR’s total compensation shall not exceed Seven Hundred Fifty-Nine Thousand Seven Hundred Dollars ($759,700.00).

8. ADDITIONAL SERVICES.

CONTRACTOR shall not receive compensation for any services provided outside the scope of the Contract Documents unless such additional services, including change orders, are approved in writing by CITY prior to CONTRACTOR performing the additional services.

It is specifically understood that oral requests or approvals of such additional services, change orders or additional compensation and any approvals from CITY shall be barred and are unenforceable.

9. PAYMENTS TO CONTRACTOR.

On or before the last Monday of each and every month during the performance of the Work, CONTRACTOR shall meet with the Project Manager or his or her designee to determine the quantity of pay items incorporated into the improvement during that month.

A “Progress Payment Order” will then be jointly prepared, approved, and signed by the Project Manager and the CONTRACTOR setting forth the amount to be paid and providing for a five percent (5%) retention. Upon approval of the progress payment order by the Project Manager, or his or her designee, it shall be submitted to CITY’s Finance Department and processed for payment by obtaining approval from the City Council to issue a warrant.

Within three (3) days following City Council’s approval to issue a warrant, CITY shall mail to CONTRACTOR a warrant for the amount specified in the progress payment order as the amount to be paid. The retained five percent (5%) shall be paid to CONTRACTOR thirty-five (35) days after the recording of the Notice of Completion of the Work by the CITY with the Orange County Clerk-Recorder and after CONTRACTOR has ATTACHMENT 2
Project and Specification No. 23-09
4 RMF Contracting, Inc.
furnished releases of all claims against CITY by persons who furnished labor or materials for the Work, if required by CITY.

Upon the request of CONTRACTOR and at its expense, securities equivalent to the amount withheld pursuant to the foregoing provisions may be presented to CITY for substitution for the retained funds. If CITY approves the form and amount of the offered securities it will release the retained funds and will hold the securities in lieu thereof.

CONTRACTOR shall be entitled to any interest earned on the securities.

In the event that claims for property damage or bodily injury are presented to CITY arising out of CONTRACTOR’s or any subcontractor’s work under this Agreement, CITY shall give notice thereof to CONTRACTOR, and CONTRACTOR shall have thirty-five (35) days from the mailing of any such notice to evaluate the claim and to settle it by whole or partial payment, or to reject it, and to give notice of settlement or rejection to CITY. If CITY does not receive notice within the above-mentioned 35-day period that the claim has been settled, and if the Project Manager, after consultation with the City Attorney, determines that the claim is meritorious, CITY may pay the claim or a portion of it in exchange for an appropriate release from the claimant, and may deduct the amount of the payment from the retained funds that would otherwise be paid to CONTRACTOR upon completion of the Work; provided, however, that the maximum amount paid for any one claim pursuant to this provision shall be One Thousand Dollars ($1,000.00), and the maximum amount for all such claims in the aggregate paid pursuant to this provision shall be Five Thousand Dollars ($5,000.00).

10. PROMPT PAYMENT OF SUBCONTRACTORS.

CONTRACTOR agrees to pay each subcontractor under this Agreement for satisfactory performance of its contract no later than seven (7) days from the receipt of each payment the CONTRACTOR receives from CITY.

CONTRACTOR agrees further to release retainage payments to each subcontractor within thirty (30) days after the subcontractor’s work is satisfactorily completed.

Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the CITY.

11. TIME OF PERFORMANCE.

CONTRACTOR shall commence Work by the date specified in CITY’s Notice to Proceed, unless a later date is agreed upon in writing by the parties. The Work shall be completed within forty 40 calendar days from the first day of commencement of the Work.

12. TERMINATION.

(a) Termination for Convenience. CITY may terminate this Agreement at any ATTACHMENT 2
Project and Specification No. 23-09
5 RMF Contracting, Inc.
time, with or without cause, by providing thirty (30) days’ written notice to CONTRACTOR.

(b) Termination for Breach of Contract.

(i) If CONTRACTOR refuses or fails to prosecute the Work or any severable part of it with such diligence as will ensure its timely completion, or if CONTRACTOR fails to complete the Work on time, or if CONTRACTOR, or any subcontractor, violates any of the provisions of the Contract Documents, the Project Manager may give written notice to CONTRACTOR and CONTRACTOR’s sureties of the CITY’s intention to terminate this Agreement; and, unless within five (5) days after the serving of that notice, such conduct shall cease and arrangements for the correction thereof be made to the satisfaction of the CITY, this Agreement may be terminated at the option of CITY effective upon CONTRACTOR’s receipt of a second notice sent by the CITY indicating that the CITY has exercised its option to terminate.

(ii) If CONTRACTOR is adjudged bankrupt or files for any relief under the Federal Bankruptcy Code or State insolvency laws, this Agreement shall automatically terminate without any further action or notice by CITY.

(iii) If CONTRACTOR is in breach of any material provision of this Agreement, CITY may immediately terminate this Agreement by providing written notice to CONTRACTOR of same.

13. LIQUIDATED DAMAGES.

In the event the scope of work is not completed, for any reason, within the time required including any approved extensions of time, and to the satisfaction of the Project Manager, CITY may, in addition to any other remedies, equitable and legal, including remedies authorized by Paragraph 12 (Termination) of this Agreement, charge to CONTRACTOR or its sureties, or deduct from payments or credits due CONTRACTOR, a sum equal to Ten Percent (10%) of the total bid price liquidated damages for each calendar day beyond the date provided for the completion of such work.

The parties hereto agree that the amount set forth above, as liquidated damages constitutes a fair and reasonable estimate of the costs the CITY would suffer for each day that the CONTRACTOR fails to meet the performance schedule. The parties hereby agree and acknowledge that the delays in the performance schedule will cause CITY to incur costs and expenses not contemplated by this Agreement.

14. PERFORMANCE BY SURETIES.

In the event CONTRACTOR fails or refuses to perform the Work, CITY may provide CONTRACTOR with a notice of intent to terminate as provided in Paragraph 12 ATTACHMENT 2
Project and Specification No. 23-09
6 RMF Contracting, Inc.
(Termination), of this Agreement. CITY shall immediately give written notice of such intent to terminate to CONTRACTOR and CONTRACTOR’s surety or sureties, and the sureties shall have the right to take over and perform this Agreement; provided, however, that the sureties must, within five (5) days after CITY’s giving notice of termination, (a) give the CITY written notice of their intention to take over the performance of this Agreement; (b) provide adequate assurances, to the satisfaction of the CITY, that the Work shall be performed diligently and in a timely manner; and (c) must commence performance thereof within five (5) days after providing notice to the CITY of their intention to take over the Work. Upon the failure of the sureties to comply with the provisions set forth above, CITY may take over the Work and complete it, at the expense of CONTRACTOR, and the CONTRACTOR and the sureties shall be liable to CITY for any excess costs or damages including those referred to in Paragraph 13 (Liquidated Damages), incurred by CITY. In such event, CITY may, without liability for so doing, take possession of such materials, equipment, tools, appliances, Contract Documents and other property belonging to CONTRACTOR as may be on the site of the Work and reasonably necessary therefor and may use them to complete the Work.

15. DISPUTES PERTAINING TO PAYMENT FOR WORK.

Should any dispute arise respecting whether any delay is excusable, or its duration, or the value of the Work done, or of any Work omitted, or of any extra Work which CONTRACTOR may be required to do, or respecting any payment to CONTRACTOR during the performance of this Agreement, such dispute shall be decided by the Project Manager, and his or her decisions shall be final and binding upon CONTRACTOR and its sureties.

16. SUPERINTENDENCE BY CONTRACTOR.

At all times during performance of the Work, CONTRACTOR shall give personal superintendence or have a competent foreman or superintendent on the worksite, with authority to act for CONTRACTOR.

17. INSPECTION BY CITY.

CONTRACTOR shall at all times maintain proper facilities and provide safe access for inspection by CITY to all parts of the Work and to all shops on or off-site where the Work or portions of the Work, are in preparation. CITY shall have the right of access to the premises for inspection at all times. However, CITY shall, at all times, comply with CONTRACTOR’s safety requirements on the job site.

18. CARE OF THE WORK AND OFF-SITE AUTHORIZATION.

CONTRACTOR warrants that it has examined the site of the Work and is familiar with its topography and condition, location of property lines, easements, building lines and other physical factors and limitations affecting the performance of this Agreement.

CONTRACTOR, at CONTRACTOR’s sole cost and expense, shall obtain any permission, ATTACHMENT 2
Project and Specification No. 23-09
7 RMF Contracting, Inc.
and all approvals, licenses, or easements necessary for any operations conducted off the premises owned or controlled by CITY. CONTRACTOR shall be responsible for the proper care and protection of all materials delivered to the site or stored off-site and for the Work performed until completion and final inspection and acceptance by CITY. The risk, damage or destruction of materials delivered to the site or to Work performed shall be borne by CONTRACTOR.

19. CONTRACT SECURITY AND GUARANTEE.

CONTRACTOR shall furnish, concurrently with the execution of this Agreement, the following: (1) a surety bond in an amount equal to one hundred percent (100%) of the contract price as security for the faithful performance of this Agreement, and (2) a separate surety bond in an amount equal to at least one hundred percent (100%) of the contract price as security for the payment of all persons furnishing labor or materials in connection with the Work under this Agreement. Sureties for each of the bonds and the forms thereof shall be satisfactory to CITY. In addition, such sureties must be authorized to issue bonds in California; sureties must be listed on the latest revision to the U.S.

Department of the Treasury Circular 570; and must be shown to have sufficient bonding capacity to provide the bonds required by the Contract Documents.

CONTRACTOR shall provide a certified copy of the certificate of authority of the surety issued by the Insurance Commissioner; a certificate from the clerk of the county in which the court or officer is located that the certificate of authority of the surety has not been surrendered, revoked, canceled, annulled, or suspended or, in the event that it has, that renewed authority has been granted; and copies of the surety’s most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with Section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code.

CONTRACTOR guarantees that all materials used in the Work and all labor performed shall be in conformity with the Contract Documents including, but not limited to, the standards and specifications set forth in the most current edition of The Greenbook.

CONTRACTOR shall, at its own expense, make any and all repairs and replacements that shall become necessary as the result of any failure of the Work to conform to the aforementioned Contract Documents, and/or standard specifications; provided, however, that CONTRACTOR shall be obligated under this provision only to the extent of those failures or defects of which CONTRACTOR is given notice within a period of twelve (12) months from the date that the Notice of Completion is recorded.

The rights and remedies available to CITY pursuant to this provision shall be cumulative with all rights and remedies available to CITY pursuant to statutory and common law, which rights and remedies are hereby expressly reserved, and neither the foregoing guarantee by CONTRACTOR nor its furnishing of the bonds, nor acceptance thereof by CITY, shall constitute a waiver of any rights or remedies available to CITY against CONTRACTOR.

ATTACHMENT 2
Project and Specification No. 23-09
8 RMF Contracting, Inc.

20. INDEMNIFICATION.

CONTRACTOR agrees to protect, defend, indemnify and hold harmless CITY and its elected and appointed boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys’ fees, for injury to or death of any person, and for injury or damage to any property, including consequential damages of any nature resulting therefrom, arising out of or in any way connected with the performance of this Agreement. The defense obligation provided for hereunder shall apply without any advance showing of negligence or wrongdoing by the CONTRACTOR, its employees, and/or authorized subcontractors, but shall be required whenever any claim, action, complaint, or suit asserts as its basis the negligence, errors, omissions or misconduct of the CONTRACTOR, its employees, and/or authorized subcontractors, and/or whenever any claim, action, complaint or suit asserts liability against the CITY, its elected officials, officers, agents and employees based upon the work performed by the CONTRACTOR, its employees, and/or authorized subcontractors under this Agreement, whether or not the CONTRACTOR, its employees, and/or authorized subcontractors are specifically named or otherwise asserted to be liable.

Notwithstanding the foregoing, the CONTRACTOR shall not be liable for the defense or indemnification of the CITY for claims, actions, complaints or suits arising out of the sole active negligence or willful misconduct of the CITY. This provision shall supersede and replace all other indemnity provisions contained either in the CITY’s specifications or CONTRACTOR’s proposal, which shall be of no force and effect.

CONTRACTOR shall comply with all of the provisions of the Workers’ Compensation insurance laws and Safety in Employment laws of the State of California, including the applicable provisions of Divisions 4 and 5 of the California Labor Code and all amendments thereto and regulations promulgated pursuant thereto, and all similar State, Federal or local laws applicable; and CONTRACTOR shall indemnify and hold harmless CITY from and against all claims, liabilities, expenses, damages, suits, actions, proceedings and judgments, of every nature and description, including attorney fees, that may be presented, brought or recovered against CITY for or on account of any liability under or failure to comply with any of said laws which may be incurred by reason of any Work performed under this Agreement by CONTRACTOR or any subcontractor or others performing on behalf of CONTRACTOR.

CITY does not, and shall not, waive any rights against CONTRACTOR which it may have by reason of the above hold harmless agreements, because of the acceptance by CITY or the deposit with CITY by CONTRACTOR of any or all of the insurance policies described in Paragraph 21 (Insurance) of this Agreement.

The hold harmless agreements by CONTRACTOR shall apply to all liabilities, expenses, claims, and damages of every kind (including but not limited to attorneys’ fees) incurred or alleged to have been incurred, by reason of the operations of CONTRACTOR or any subcontractor or others performing on behalf of CONTRACTOR, whether or not such insurance policies are applicable. CONTRACTOR shall require any and all tiers of subcontractors to afford the same degree of indemnification to the CITY OF COSTA ATTACHMENT 2
Project and Specification No. 23-09
9 RMF Contracting, Inc.

MESA and its elected and appointed boards, officers, agents, and employees that is required of CONTRACTOR and shall incorporate identical indemnity provisions in all contracts between CONTRACTOR and all tiers of its subcontractors.

In the event that CONTRACTOR and CITY are sued by a third party for damages caused or allegedly caused by negligent or other wrongful conduct of CONTRACTOR, or by a dangerous condition of CITY’s property created by CONTRACTOR or existing while the property was under the control of CONTRACTOR, CONTRACTOR shall not be relieved of its indemnity obligation to CITY by any settlement with any such third party unless that settlement includes a full release and dismissal of all claims by the third party against the CITY.

21. INSURANCE.

(a) Minimum Scope and Limits of Insurance. CONTRACTOR shall not commence work under this Agreement until it has obtained all insurance required under this Paragraph 21 and CITY has approved the insurance as to form, amount, and carrier, nor shall CONTRACTOR allow any subcontractor to commence any Work until all similar insurance required of the subcontractor has been obtained and approved.

CONTRACTOR shall obtain, maintain, and keep in full force and effect during the life of this Agreement all of the following minimum scope of insurance coverages with an insurance company admitted to do business in California, rated “A,” Class X, or better in the most recent Best’s Key Insurance Rating Guide, and approved by CITY:

(i) Commercial general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury or bodily injury with a policy limit of not less than One Million Dollars ($1,000,000.00) per occurrence. If such insurance contains a general aggregate limit, it shall apply separately to this Agreement or shall be twice the required occurrence limit.

(ii) Business automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00) combined single limit per accident for bodily injury and property damage.

(iii) Workers’ compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability insurance with a limit of no less than One Million Dollars ($1,000,000.00) per accident for bodily injury or disease. CONTRACTOR agrees to waive, and to obtain endorsements from its workers’ compensation insurer waiving subrogation rights under its workers’ compensation insurance policy against the CITY, its officers, agents, employees, and volunteers arising from work performed by ATTACHMENT 2
Project and Specification No. 23-09
10 RMF Contracting, Inc.

CONTRACTOR for the CITY and to require each of its subcontractors, if any, to do likewise under their workers’ compensation insurance policies.

(iv) Umbrella or excess liability insurance that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability, automobile liability, and employer’s liability. Such policy or policies shall include the following terms and conditions:

(1) A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
(2) Pay on behalf of wording as opposed to reimbursement; (3) Concurrency of effective dates with primary policies; (4) Policies shall “follow form” to underlying primary policies; and (5) Insureds under primary policies shall also be insureds under the umbrella or excess policies.

(b) Endorsements. The commercial general liability insurance policy and business automobile liability policy shall contain or be endorsed to contain the following provisions:

(i) Additional insureds: The City of Costa Mesa and its elected and appointed boards, officers, officials, agents, employees, and volunteers are additional insureds with respect to: liability arising out of activities performed by or on behalf of the CONTRACTOR pursuant to its contract with the City; products and completed operations of the CONTRACTOR; premises owned, occupied or used by the CONTRACTOR; automobiles owned, leased, hired, or borrowed by the CONTRACTOR.”

(ii) Notice: “Said policy shall not terminate, nor shall it be canceled nor the coverage reduced, until thirty (30) days after written notice is given to CITY.”

(iii) Other Insurance: “CONTRACTOR’s insurance coverage shall be primary insurance as respects the City of Costa Mesa, its officers, officials, agents, employees, and volunteers. Any other insurance maintained by the City of Costa Mesa shall be excess and not contributing with the insurance provided by this policy.”

(c) Reporting Provisions. Any failure of CONTRACTOR to comply with the reporting provisions of the policies shall not affect coverage provided to the City of Costa Mesa, its officers, officials, agents, employees, and volunteers.

(d) Insurance Applies Separately. CONTRACTOR’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

ATTACHMENT 2
Project and Specification No. 23-09
11 RMF Contracting, Inc.

(e) Deductible or Self-Insured Retention. If any of such policies provide for a deductible or self-insured retention to provide such coverage, the amount of such deductible or self-insured retention shall be approved in advance by CITY. No policy of insurance issued as to which the CITY is an additional insured shall contain a provision which requires that no insured except the named insured can satisfy any such deductible or self-insured retention.

(f) Proof of Insurance. Prior to commencement of the Work, CONTRACTOR shall furnish CITY, through the Project Manager, proof of compliance with the above insurance requirements in a form satisfactory to City’s Risk Management.

(g) Non-Limiting. Nothing in this Paragraph 21 shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property.

22. PREVAILING WAGE REQUIREMENTS.

(a) Prevailing Wage Laws. CONTRACTOR is aware of the requirements of Chapter 1 (beginning at Section 1720 et seq.) of Part 7 of Division 2 of the California Labor Code, as well as Title 8, Section 16000 et seq. of the California Code of Regulations (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. This Project is a “public works” project and requires compliance with the Prevailing Wage Laws. CONTRACTOR shall defend, indemnify and hold the CITY, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

(b) Payment of Prevailing Wages. CONTRACTOR shall pay the prevailing wage rates for all work performed under this Agreement. When any craft or classification is omitted from the general prevailing wage determinations, CONTRACTOR shall pay the wage rate of the craft or classification most closely related to the omitted classification. A copy of the general prevailing wage rate determination is on file in the Office of the City Clerk and is incorporated into this Agreement as if fully set forth herein. CONTRACTOR shall post a copy of such wage rates at all times at the project site(s).

(c) Legal Working Day. In accordance with the provisions of Labor Code Section 1810 et seq., eight (8) hours is the legal working day. CONTRACTOR and any subcontractor(s) of CONTRACTOR shall comply with the provisions of the Labor Code regarding eight (8)-hour work day and 40-hour work week requirements, and overtime, Saturday, Sunday, and holiday work. Work performed by CONTRACTOR’s or any subcontractor’s employees in excess of eight (8) hours per day, and 40 hours during any one week, must include compensation for all hours worked in excess of eight (8) hours per day, or 40 hours during any one week, at not less than one and one-half times the basic rate of pay. CONTRACTOR shall forfeit as a penalty to CITY Twenty-Five Dollars ($25.00), or any greater penalty set forth in the Labor Code, for each worker employed in ATTACHMENT 2
Project and Specification No. 23-09
12 RMF Contracting, Inc.
the execution of the Work by CONTRACTOR or by any subcontractor(s) of CONTRACTOR, for each calendar day during which such worker is required or permitted to the work more than eight (8) hours in one calendar day or more than 40 hours in any one calendar week in violation of the Labor Code.

(d) Apprentices. CONTRACTOR shall comply with the provisions of Labor Code Section 1777.5 concerning the employment of apprentices on public works projects.

CONTRACTOR shall be responsible for ensuring compliance by its subcontractors with Labor Code Section 1777.5.

(e) Payroll Records. Pursuant to Labor Code Section 1776, CONTRACTOR and any subcontractor(s) shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by CONTRACTOR or any subcontractor in connection with this Agreement. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:
(1) The information contained in the payroll record is true and correct; and (2) The employer has complied with the requirements of Sections 1771, 1881, and 1815 of the Labor Code for any work performed by his or her employees on this Project. The payroll records shall be certified and shall be available for inspection at all reasonable hours in accordance with the requirements of Labor Code Section 1776. CONTRACTOR shall also furnish each week to CITY’s Project Administration Division a statement with respect to the wages of each of its employees during the preceding weekly payroll period.

(f) Registration with California Department of Industrial Relations (“DIR”).

CONTRACTOR and any subcontractor(s) of CONTRACTOR shall comply with the provisions of Labor Code Section 1771 and Labor Code Section 1725.5 requiring registration with the DIR.

23. COMPLIANCE WITH ALL LAWS.

CONTRACTOR shall, at its own cost and expense, comply with all applicable local, state, and federal laws, regulations, and requirements in the performance of this Agreement, including but not limited to laws regarding health and safety, labor and employment, and wage and hours.

24. DRUG-FREE WORKPLACE POLICY.

CONTRACTOR, upon notification of the award of this Agreement, shall establish a Drug-Free Awareness Program to inform employees of the dangers of drug abuse in the workplace, the penalties that may be imposed upon employees for drug abuse violations occurring in the workplace, and the employee assistance programs available to employees. Each employee engaged in the performance of a CITY contract must be notified of this Drug-Free Awareness Program, and must abide by its terms.

CONTRACTOR shall conform to all the requirements of CITY’s Policy No. 100-5, ATTACHMENT 2
Project and Specification No. 23-09
13 RMF Contracting, Inc.
attached hereto in Exhibit D. Failure to establish a program, notify employees, or inform the CITY of a drug-related workplace conviction will constitute a material breach of contract and cause for immediate termination of the contract by the CITY.

25. NON–DISCRIMINATION.

In performing this Agreement, CONTRACTOR will not engage in, nor permit its agents to engage in, discrimination in employment of persons because of their race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status or sex, or sexual orientation, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may result in the imposition of penalties referred to in Section 1735 of the California Labor Code.

26. PROVISIONS CUMULATIVE.

The provisions of this Agreement are cumulative and in addition to, and not in limitation of, any other rights or remedies available to CITY.

27. NOTICES.

It shall be the duty and responsibility of CONTRACTOR to notify all tiers of subcontractors and material men of the following special notice provision; namely, all preliminary 20-day notices or stop notices shall be directed only to the City Clerk and to no other department, and shall be either personally delivered or sent by certified mail, postage prepaid.

All other notices shall be in writing and delivered in person or sent by certified mail, postage prepaid. Notices required to be given to CITY pursuant to this Agreement shall be addressed as follows:

City of Costa Mesa
77 Fair Drive
Costa Mesa, CA 92626
Attn: Seung Yang and Robert Ryan

Notices required to be given to CONTRACTOR shall be addressed as follows:

RMF Consulting, Inc.
1523 North Harmony Circle
Anaheim, CA 92807
Attn: Tom Taggart

Notices required to be given to CONTRACTOR’s sureties shall be addressed as follows:

Markel Insurance Company
10 Parkway North, Suite 100
ATTACHMENT 2
Project and Specification No. 23-09
14 RMF Contracting, Inc.

Deerfield, IL 60015
Attn: Adriana Valenzuela

28. INDEPENDENT CONTRACTOR.

The parties hereto acknowledge and agree that the relationship between CITY and CONTRACTOR is one of principal and independent contractor and no other. All personnel to be utilized by CONTRACTOR in the performance of this Agreement shall be employees of CONTRACTOR and not employees of the CITY. CONTRACTOR shall pay all salaries and wages, employer’s social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes.

Nothing contained in this Agreement shall create or be construed as creating a partnership, joint venture, employment relations, or any other relationship except as set forth between the parties. The parties specifically acknowledge and agree that CONTRACTOR is not a partner with CITY, whether general or limited, and no activities of CITY or CONTRACTOR or statements made by CITY or CONTRACTOR shall be interpreted by any of the parties hereto as establishing any type of business relationship other than an independent contractor relationship.

29. PERS ELIGIBILITY INDEMNIFICATION.

In the event that CONTRACTOR or any employee, agent, or subcontractor of CONTRACTOR providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees’ Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the CITY, CONTRACTOR shall indemnify, defend, and hold harmless CITY for the payment of any employee and/or employer contributions for PERS benefits on behalf of CONTRACTOR or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of CITY.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, CONTRACTOR and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by CITY, including but not limited to eligibility to enroll in PERS as an employee of CITY and entitlement to any contribution to be paid by CITY for employer contribution and/or employee contributions for PERS benefits.

30. VALIDITY.

The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any of the other provisions of this Agreement.

31. GOVERNING LAW.

This Agreement shall be governed by and construed in accordance with the laws of the State of California. Any legal action relating to or arising out of this Agreement shall ATTACHMENT 2
Project and Specification No. 23-09
15 RMF Contracting, Inc.
be subject to the jurisdiction of the County of Orange, California.

32. NO THIRD PARTY BENEFICIARY RIGHTS.

This Agreement is entered into for the sole benefit of the CITY and CONTRACTOR and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in, under or to this Agreement.

33. ASSIGNABILITY.

This Agreement may not be transferred or assigned by either party, or by operation of law, to any other person or persons or business entity, without the other party’s written permission. Any such transfer or assignment, or attempted transfer or assignment, without written permission, may be deemed by the other party to constitute a voluntary termination of this Agreement and this Agreement shall thereafter be deemed terminated and void.

34. WAIVER.

No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the party against whom enforcement of a waiver is sought referring expressly to this Paragraph. The waiver of any right or remedy in respect to any occurrence or event shall not be deemed a waiver of any right or remedy in respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver.

35. HEADINGS.

Section and subsection headings are not to be considered part of this Agreement, are included solely for convenience, and are not intended to modify or explain or to be a full or accurate description of the content thereof.

36. CONSTRUCTION.

The parties have participated jointly in the negotiation and drafting of this Agreement and have had an adequate opportunity to review each and every provision of the Agreement and submit the same to counsel or other consultants for review and comment. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement.

37. COUNTERPARTS.

This Agreement may be executed in one or more counterparts by the parties ATTACHMENT 2
Project and Specification No. 23-09
16 RMF Contracting, Inc.
hereto. All counterparts shall be construed together and shall constitute one Agreement.

38. CORPORATE AUTHORITY.

The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so, the parties hereto are formally bound to the provisions of this Agreement.

[Signatures appear on following page.]
ATTACHMENT 2
Project and Specification No. 23-09
17 RMF Contracting, Inc.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written.

CITY OF COSTA MESA,
A municipal corporation

__________________________________ Date: _____________________ Lori Ann Farrell Harrison
City Manager

CONTRACTOR

__________________________________ Date: _____________________ Signature

__________________________________
Name and Title

ATTEST:

__________________________________ Date: _____________________ Brenda Green
City Clerk

APPROVED AS TO FORM:

__________________________________ Date: _____________________ Kimberly Hall Barlow
City Attorney

APPROVED AS TO INSURANCE:

__________________________________ Date: _____________________ Ruth Wang
Risk Management

ATTACHMENT 2
Project and Specification No. 23-09
18 RMF Contracting, Inc.

APPROVED AS TO PURCHASING:

__________________________________ Date: _____________________ Carol Molina
Finance Director

DEPARTMENTAL APPROVAL:

__________________________________ Date: _____________________ Raja Sethuraman
Public Works Director

__________________________________ Date: _____________________ Seung Yang
Project Manager

ATTACHMENT 2

EXHIBIT A

CONTRACTOR’S BID

ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2

EXHIBIT B

BID PACKET
ATTACHMENT 2
N-1

CITY OF COSTA MESA

ORANGE COUNTY, CALIFORNIA

NOTICE INVITING BIDS

NOTICE IS HEREBY GIVEN that the City of Costa Mesa (“City”) invites sealed bids, to be submitted electronically only, for the following project:

LED LIGHTING INSTALLATION AT CITY PARKS AND ATHLETIC FACILITIES PROJECT, CITY PROJECT NO. 23-09

1. BID SUBMISSION AND OPENING: Bids must be submitted electronically via the City of Costa Mesa’s PlanetBids portal before the deadline of 3:00 P.M., Thursday, November 9, 2023, at which time or shortly thereafter the City Clerk will open bids electronically. The bid results will be posted online via PlanetBids. No paper bids or any other form of submittal will be accepted. Any bid received after the scheduled closing time for the receipt of bids will be rejected. The City is not responsible for and accepts no liability in the event a response is late due to any network, internet, or any other technical difficulty or interruption. It shall be the sole responsibility of the bidder to ensure that his/her/its bid is received by the deadline.

To access the bid documents and bid on this project, potential vendors and bidders must first register through the City’s PlanetBids portal at:
https://www.planetbids.com/portal/portal.cfm?CompanyID=45476.

2. SCOPE OF WORK AND BID DOCUMENTS: The scope of work generally consists of all labor, parts, materials, equipment, deliveries, setup, mobilization, etc., to fully install and operate City-furnished light-emitting diode (LED) lights at the following City parks and athletic facilities: Bark Park, Jack R.

Hammett Sports Complex, Costa Mesa Tennis Center, and the TeWinkle Park Athletic Complex.

The plans, specifications, and bid documents for this project can be obtained via the City’s PlanetBids portal at: https://www.planetbids.com/portal/portal.cfm?CompanyID=45476.

It is the bidder’s responsibility to ensure that the most current version of the solicitation, including any addenda, has been downloaded. Bids received without the applicable addenda will be rejected as incomplete.

3. PRE-BID MEETING OR JOB WALK: NONE.

4. BID CONTENTS: All bids must be submitted on the proposal form included in the bid documents. No bid will be considered unless it is made on the proposal form furnished by the City and made in accordance with the provisions of the bid requirements.

5. BID SECURITY: Each bidder must submit an original certified check, cashier’s check, or a bid bond, made payable to or in favor of the City of Costa Mesa, in an amount equal to at least ten percent (10%) of the total amount of the bid, to the Costa Mesa City Clerk prior to the bid submission deadline.

No bid will be considered unless such certified check, cashier's check, or bid bond was received by the City Clerk prior to the bid submission deadline. NO electronic bid securities through e-mail or other electronic means will be accepted.

6. CONTRACTOR’S LICENSE: A valid California Contractor's License Class “A” (General Engineering Contractor) issued by the California Contractors State License Board is required at the time the contract is awarded pursuant to California Public Contract Code section 3300. Each bidder must also be qualified as required by law at the time of the bid opening.

ATTACHMENT 2
N-2

7. PREVAILING WAGES: This project is a “public work” subject to prevailing wage requirements.

Pursuant to provisions of Sections 1770 et seq. of the California Labor Code, all works employed on the project shall be paid not less than the general prevailing rate of per diem wages, as determined by the Director of the Department of Industrial Relations (DIR) for work of a similar character in the locality in which the work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work. Copies of the prevailing rate of per diem wages are on file with Costa Mesa Public Services Department and are available to any interested party upon request. The applicable State prevailing wages are also set forth on the Department of Industrial Relations’ website: http://www.dir.ca.gov; these rates are subject to predetermined increases. The prime contractor shall post a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site. This project is subject to compliance monitoring and enforcement by the DIR.

8. PAYMENT BOND AND PERFORMANCE BOND: A Payment Bond and a Performance Bond, each in the amount of 100% of the contract amount, will be required of the successful bidder prior to award of the contract.

9. NON-DISCRIMINATION: The bidding process and contract are subject to State and Federal non- discrimination requirements, including but not limited to the requirement that no person or business shall discriminate on the basis of race, color, national origin, ancestry, religious creed, physical disability, mental disability, medical condition, marital status, sex, gender, gender expression, gender identity, sexual orientation, age, or military or veteran status in its solicitation, selection, hiring, or treatment of individuals or businesses in connection with the bidding process or work performed for the City in connection with the project.

10. ADDITIONAL REQUIREMENTS: This project is subject to local, State, and Federal regulations and requirements, as detailed in the bid documents.

For all inquiries, please contact Rob Ryan, Maintenance Services Manager, Public Works Department, via e-mail at [email protected].

Brenda Green, City Clerk
City of Costa Mesa
Dated: October 5, 2023

ATTACHMENT 2

PROOF OF PUBLICATION
(2015.5 C.C.P.)

STATE OF CALIFORNIA
County of Orange
I am a citizen of the United States and a resident of the County aforesaid; I am over
the age of eighteen years, and not a party to or
interested in the act
ion for which the attached notice was published.

I am a principal clerk of the Newport Harbor News Press Combined With Daily Pilot, which was adjudged a newspaper of general circulation on June 19, 1952, Cases A24831 for the City of Newport Beach, County of Orange, and State of California. Attached to this Affidavit is a true and complete copy as was printed and published on the following date(s):

Oct 05, 2023
I certify (
or declare) under penalty of perjury that the foregoing is true and correct.

Dated at Fountain Valley, California
on this 12th day of October, 20

23. ____________________________________
[signat
ure]
10540 Talbert Avenue
Fountain Val
ley, CA 92708
7955070 - Newport Harbor News Press Combined With Daily Pilot

Page 1 of 2 ends

ATTACHMENT 2
Sold To:

Costa Mesa Public Services Department – CA91073802
77 Fair Drive 4th Floor
Costa Mesa, CA 92626
Bill To:

Costa Mesa Public Services Department – CA91073802
77 Fair Drive 4th Floor
Costa Mesa, CA 92626
7955070 - Newport Harbor News Press Combined With Daily Pilot

Page 2 of 2 ends

ATTACHMENT 2

Page 1 of 2 ends

CITY OF COSTA MESA
P.O. BOX 12000 77 FAIR DRIVE CALIFORNIA 92628·1200

FROM THE PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION DATE: NOVEMBER 7, 2023
TO: ALL PROSPECTIVE BIDDERS
SUBJECT: ADDENDUM NO. 1 –

LED LIGHTING AT CITY PARKS AND ATHLETIC FACILITIES PROJECT, CITY PROJECT NO. 23-09
Please forward this addendum to the appropriate individual as soon as possible. To assist our office in confirming the delivery of this addendum, please sign acknowledging receipt herein and e-mail a copy of this sheet to [email protected]. A COPY WILL NOT BE SENT BY MAIL.

Received by: _______________________________________________________________ Company: _________________________________________________________________ All bidders shall register with PlanetBids.com in order to retrieve addenda. It is the responsibility of each prospective bidder to check the City’s PlanetBids.com portal at: https://www.planetbids.com/portal/portal.cfm?CompanyID=45476 on a DAILY basis through the close of bids for any applicable addenda or updates.

This addendum, effective on this date, addresses the following items:

The following SHALL be amended to the Notice to Bidders, Proposal, Contract, and Special Provisions (i.e., bid project documents):
 Change of Bid Opening date and time: On page N-1 in the NOTICE INVITING BIDS, under BID SUBMISSION AND OPENING , the first sentence, Point #1, shall now read: “Bids must be submitted electronically via the City of Costa Mesa’s PlanetBids portal before the deadline of 3:00 P.M., Monday, November 13, 2023, at which time or shortly thereafter the City Clerk will open bids electronically.” The following shall serve as a REMINDER of the following, as noted on page N-1 in the NOTICE INVITING BIDS, Point #5, BID SECURITY:
 Each bidder must submit an original certified check, cashier’s check, or a bid bond, made payable to or in favor of the City of Costa Mesa, in an amount equal to at least ten percent (10%) of the total amount of the bid, to the Costa Mesa City Clerk prior to the bid submission deadline. No bid will be considered unless such certified check, cashier's check, or bid bond was received by the City Clerk prior to the bid submission deadline. NO electronic bid securities through e-mail or other electronic means will be accepted.

The following are additional documents / plans related to the Jack Hammett Sports Complex LED lighting.  See attached.

ATTACHMENT 2
Bid Addendum No. 1
Project and Specifications / Bid Contract Documents No. 23-09

Page 2 of 2 ends

The following are Question and Answer (Q&A) responses to bidder questions:

1. Question: On this project for one of the sites (Tewinkle Park tennis) scope of work is to install new poles, is the contractor responsible for providing the poles or will Musco be providing the poles? Please clarify.

Answer: Yes, Musco will be providing the poles.

2. Question: Are the existing poles and foundations to be demolished and disposed of? If so, please specify quantity and if demolition of existing foundations 2’ below grade will be acceptable.

Answer: Yes, existing poles will need to be demolished and disposed of. Musco will be providing a new pre-cast pier footing foundation with new poles. The design will be based on standard soil conditions.

3. Question: Please provide geotechnical report and foundation design for the new poles.

Answer: None available.

4. Question: Is the existing underground conduit and wiring to be reused for new poles? If so, please provide electrical infrastructure as-builts. If new electrical infrastructure is required does the prime contractor need to board electrical engineering?
Answer: The existing underground conduit and wiring is to be used.

5. Question: Is the existing switchgear and service to be reused? Answer: The existing switchgear and service is to be reused.

6. Question: Will tennis court resurfacing be required? Answer: Yes, the contractor shall be responsible for repairing and surfacing that gets damaged.

The contents of this bid addendum shall have precedence over all related provisions within the contract documents. It is the intent of the City of Costa Mesa to clarify the above-referenced items to all bidders.

Should it be necessary to request clarification on these matters, please send your request via e-mail at [email protected].

Please acknowledge receipt of this bid addendum by signing on page “P-4” of the proposal within the bid contract documents AND by filling out and signing within the rectangle on the first page of this bid addendum and e-mailing it to [email protected].

Sincerely,
Seung Yang, P.E.

City Engineer
SY: Attachments
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
ATTACHMENT 2
System Requirements: Control System Summary
Preliminary Plans:

Conﬁrm all details - see Note 1
Project Name: Jack Hammett Sports Complex LED Retroﬁt | Project #: 224349 Control System ID: 1 of 1
Distribution Panel Location/ID: Soccer
Project Information
Control System
Control
System ID: 1 of 1
Control System Type: Control-Link ® Control and Monitoring System
Communication Type: PowerLine-ST
Power Requirements
Control cabinet(s):

Control voltage (phase to neutral) 120/60
VA loading - Inrush 7646.0
VA loading - Sealed 877.0
Lighting Circuits:

Voltage/Hertz/Phase 480/60/3
Project Notes:

Equipment Listing
Description Qty Size (in)
Control and monitoring cabinet -
primary
1 24 X 72
Control and monitoring cabinet -
primary
1 24 X 48
Control and monitoring cabinet -
secondar
y
1 24 X 72
Contactors, 30 amperes 28 -
Oﬀ/On/Auto switches 8 -
Importan
t Notes:

1. Please conﬁrm that the lighting circuit voltage listed above is accurate for this facility. This is the voltage/phase being connected and utilized at each lighting pole's electrical components enclosure disconnect. Inaccurate voltage/phase can result in additional costs and delays. Contact your Musco sales representative to conﬁrm this item.

2. In a 3 phase design, all 3 phases are to be run to each pole location. Musco's single phase luminaires come pre-wired to utilize all 3 phases across the entire facility.

3. One contactor is required for each circuit at each pole location. Contactors are 3 pole and 100% rated for the published continuous load.

4. If the lighting system will be fed from more than one distribution location, additional equipment may be required. Contact your Musco sales representative.

5. Size overcurrent devices using the full load amps column of the Circuit Summary by Switch chart (Minimum power factor is

0.9). Size conduit per code unless otherwise speciﬁed as larger to allow for harness connectors.

6. Avoid use of in-ground junction/pull boxes when possible. If used, all wire connectors must be UL listed for Wet Locations to prevent leakage current.

7. Control power wiring must be in separate conduit from line or load power wiring. Communication cables must be in separate conduit from any power wiring.

8. Refer to Installation Instructions for more details on equipment information and the installation requirements.

Sales Representative: Karin Anderson | Project Engineer: Daniel Lohman | Scan: 224349C | Document ID: 224349P1V2C2-1012164026 www.musco.com | [email protected]

Page 1 of 4 ends

ATTACHMENT 2
System Requirements: Control System Summary
Project Name: Jack Hammett Sports Complex LED Retroﬁt | Project #: 224349 Control
System ID: 1 of 1
Distribution Panel Location/ID: Soccer
Equipment Layout and Connection Details
Connection Details
ID Description
1a Line power to contactors, and equipment grounding conductor. Requires one circuit
per contactor, size wiring per load and voltage drop.
1b Load power from contactors, and equipment grounding conductor. Requires one circ
uit per contactor, size wiring per load and voltage drop. 2a Control power with equipment ground to control cabinet. Requires dedicated 20 A c
ircuit. Provide transformer if control voltage not present. 3a Control harnesses - Secondary cabinet to primary cabinet. Harness is provided by Musco
in 8-foot length. Use minimum 2 inch diameter conduit for harness connector.

Equipment
ID Description
1 Control and monitoring cabinet -
primary
2 Control and monitoring cabinet -
secondar
y
Sales Representative: Karin Anderson | Project Engineer: Daniel Lohman | Scan: 224349C | Document ID: 224349P1V2C2-1012164026 www.musco.com | [email protected]

Page 2 of 4 ends

ATTACHMENT 2
System Requirements: Control System Summary
Project Name: Jack Hammett Sports Complex LED Retroﬁt | Project #: 224349 Control
System ID: 1 of 1
Distribution Panel Location/ID: Soccer
Circuit Summary
Switching Schedule
Field/Switch Description Switches
Soccer 1 1
Soccer 2 2
Soccer 3 3,4
Soccer 3 North 3
Soccer 3 South 4
Soccer 4 5,6
Soccer 4 North 5
Soccer 4 South 6
Soccer 5 7
Soccer 6 8
Control
Module ID: 1 Lighting Circuit Voltage: 480/60/3
Circuit Summary by Switch
Switch Zone Description Pole ID Qty of
Fixtur
es
Full load
ampere
s
Contactor
Size (
Amps)
Cabinet # Contactor
ID
1 Soccer 1 A1 3 6.29 30 1 C1
Soccer 1 A2 4 8.24 30 1 C2
Soccer 1 B1 4 9.43 30 1 C3
Soccer 1 C1 3 6.29 30 1 C4
Soccer 1 C2 4 8.24 30 1 C5
Soccer 1 D1 4 9.43 30 1 C6
2 Soccer 2 A3 4 8.24 30 1 C7
Soccer 2 A5 3 6.29 30 1 C8
Soccer 2 B2 4 9.43 30 1 C9
Soccer 2 C1 3 6.29 30 1 C10
Soccer 2 C2 4 8.24 30 1 C11
Soccer 2 D1 4 9.43 30 1 C12
3 Soccer 3 North S1 4 7.15 30 2 C13
Soccer 3 North S3 4 7.15 30 2 C14
4 Soccer 3 South S2 4 7.15 30 2 C15
Soccer 3 South S4 4 7.15 30 2 C16
5 Soccer 4 North S3 4 7.15 30 2 C17
Soccer 4 North S5 4 7.15 30 2 C18
6 Soccer 4 South S4 4 7.15 30 2 C19
Sales Representative: Karin Anderson | Project Engineer: Daniel Lohman | Scan: 224349C | Document ID: 224349P1V2C2-1012164026 www.musco.com | [email protected]

Page 3 of 4 ends

ATTACHMENT 2
System Requirements: Control System Summary
Project Name: Jack Hammett Sports Complex LED Retroﬁt | Project #: 224349 Control
System ID: 1 of 1
Distribution Panel Location/ID: Soccer
Circuit Summary - Cont'd
Control Module ID: 1 Lighting Circuit Voltage: 480/60/3 Circuit Summary by Switch
Switch Zone Description Pole ID Qty of
Fixtur
es
Full load
ampere
s
Contactor
Size (
Amps)
Cabinet # Contactor
ID
Soccer 4 South S6 4 7.15 30 2 C20
7 Soccer 5 S7 4 5.87 30 2 C21
Soccer 5 S8 4 5.87 30 2 C22
Soccer 5 S10 4 5.87 30 2 C23
Soccer 5 S11 4 5.87 30 2 C24
Control Module ID: 2 Lighting Circuit Voltage: 480/60/3 Circuit Summary by Switch
Switch Zone Description Pole ID Qty of
Fixtur
es
Full load
ampere
s
Contactor
Size (
Amps)
Cabinet # Contactor
ID
8 Soccer 6 S8 4 5.87 30 3 C25
Soccer 6 S9 4 5.87 30 3 C26
Soccer 6 S11 4 5.87 30 3 C27
Soccer 6 S12 4 5.87 30 3 C28
Sales Representative: Karin Anderson | Project Engineer: Daniel Lohman | Scan: 224349C | Document ID: 224349P1V2C2-1012164026 www.musco.com | [email protected]

Page 4 of 4 ends

ATTACHMENT 2

Page 1 of 2 ends

CITY OF COSTA MESA
P.O. BOX 12000 77 FAIR DRIVE CALIFORNIA 92628·1200

FROM THE PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION DATE: NOVEMBER 8, 2023
TO: ALL PROSPECTIVE BIDDERS
SUBJECT: ADDENDUM NO. 2 –

This addendum, effective on this date, addresses the following items:

The following are additional documents / plans related to the Jack Hammett Sports Complex LED lighting –  TeWinkle Tennis Center pole foundation structural calculations (see attached, starting on page 3).  Bill of Materials for the following:
 Jack Hammett Sports Complex (see attached, starting on page 28)  TeWinkle Bark Park (see attached, starting on page 29)  TeWinkle Baseball Field (see attached, starting on page 30)  TeWinkle Tennis Center (see attached, starting on page 31) ATTACHMENT 2
Bid Addendum No. 2
Project and Specifications / Bid Contract Documents No. 23-09

Page 2 of 2 ends

Should it be necessary to request clarification on these matters, please send your request via e-mail at [email protected].

Sincerely,
Seung Yang, P.E.

City Engineer
SY: Attachments
ATTACHMENT 2
MUSCO LIGHTING, INC.

Light Structure Pole and Foundation Standard
This confidential report is provided exclusively for the use of engineering approval.

The technical information provided herein is the confidential property of Musco Lighting, Inc., and reproduction of this report or use of this information for anything other than its limited, intended purpose as to this project, without the written permission of Musco Lighting, Inc., is prohibited.

ITEM : Structural Calculations
Pole Foundation Standard

PROJECT : Tewinkle Park Tennis
Costa Mesa, CA

PROJECT NO : 215837
463.358

DATE : 11/7/2023

ENGINEER :

JOSH RANDALL, SE No. 4506
9931 Muirlands Blvd
Irvine, CA 92618

ATTACHMENT 2
MUSCO LIGHTING, INC.

Light Structure Pole and Foundation Standard
Calculation Index
CONTENTS:

Page Item
1-2 LSS50-A (w/ 2 Fixtures) -Wind Analysis
3-4 LSS50-A (w/ 2 Fixtures) -Seismic Analysis
5-9 Precast Base by Rinker
10-11 LSS50-AB (w/ 8 Fixtures) -Wind Analysis
12-13 LSS50-AB (w/ 8 Fixtures) -Seismic Analysis
14-18 Precast Base by Rinker
19 Foundation Check
APPENDIX A Wind & Seismic Parameters
CODE REFERENCE:
2022 CBC
ACI 318-19
Building Code Requirements for Structural Concrete

AISC 360-16
Specifications for Structural Steel Buildings
ATTACHMENT 2
11/7/2023 LS50-A Wind#REF!
POLE DESIGNATION: LS50-A W/ 2 FIXTURES JOB NO: 463.358 MANUFACTURER: MUSCO PROJECT: Tewinkle Park Tennis PROJECT NO: 215837 LOCATION: Costa Mesa, CA

ASCE 7-16 POLE ID: T1, T4, T8, T9, T11, T14
WIND CRITERIA 95 MPH,EXP C | P = SUPERIMPOSED WT + POLE WT LOAD COMB 1.2 DEAD + 1.0 WIND v
^ |||a <-- <--FIXTURES, F/Af= qz*Gf*Cf = 30.97 PSF MAX (29.4-1) LED 550 | |v| <-- <--where qz=.00256*Kz*Kzt*Kd*Ke(V)2 = 25.36 PSF MAX (26.10-1) EPA/FIXTURE*, Af = 1.70 ft2 | ||| <-- <---
D.L./FIXTURE** = 50.5 lbs | |v| <-- ATTACHMENT NUMBER DIST. FROM PA Cf EPA Kz qz WIND,F WEIGHT,P D.L. ECE/FIXTURE*** = 10.0 lbs | ||| <-- TYPE TOP POLE,FT SQ FT SQ FT PSF LBS LBS * EPA = EFFECTIVE PROJECTED AREA OF LIGHT FIXTURE | |v| <-- LED550 2.0 0.5 1.0 1.70 1.095 25.31 105 101 INCLUDING CROSSARM, PER MUSCO ||| <-- 0.0 3.0 1.3 1.70 1.084 25.04 0 0 ** D.L.= DEAD LOAD OF FIXTURE, & l |v| <-- 0.0 5.5 1.3 1.70 1.072 24.76 0 0 CROSSARM, PER MUSCO ||| <-- 0.0 8.0 1.3 1.70 1.059 24.47 0 0 ***D.L.= DEAD LOAD OF ECE, | |v| <-- 0.0 10.5 1.3 1.70 1.046 24.16 0 0 PER MUSCO | ||| <-- 0.0 13.0 1.3 1.70 1.032 23.83 0 0 | |v| <-- 0.0 15.5 1.3 1.70 1.017 23.49 0 0
| ||| <-- 0.0 18.0 1.3 1.70 1.001 23.13 0 0
| |v| <-- 0.0 20.5 1.3 1.70 0.985 22.75 0 0
| ||| <-- 0.0 23.0 1.3 1.70 0.967 22.34 0 0
| |v| <-- ECE 2.0 39.2 4.00 1.3 5.20 0.849 19.61 125 20 v | |b <-- TOTALS = 230 121
POLE, F/Af= qz*Gf*Cf = 37.17 PSF MAX (29.4-1)
where qz=.00256*Kz*Kzt*Kd*Ke(V)2 = 25.36 PSF MAX (26.10-1)

LOADING DIAGRAM
INPUT
-> l = 50.87 ft. (ht. from adj. grade)
-> l = 50.87 ft. (ht. from grade)
->tA = 0.12 in. (pole thk. @ top)
->dA = 4.75 in. (pole diam. @ top)
->dB = 9.44 in. (pole diam. @ btm)
->tB = 0.12 in. (pole thk. @ btm)
->Fy = 38.0 ksi (fixt mount sect. = 15.0 ft)
->Fy = 55.0 ksi (other pole sect.)
-> E = 29,000 ksi
->Kzt= 1 (Figure 26.8-1)
->Kd = 1 (Table 26.6-1)
-> Kz = 1.098 MAX-EXP C @ 50.9 FT. (Table 26.10-1)
->Ke = 1.00 (Table 26.9-1)
-> Cf = 1.00 LIGHT FIXTURE (INCLUDED IN EPA)
-> Cf = 1.200 MAX (VARIES 0.5-1.2 FOR RND POLE) (Figure 29.4-1) POLE DAMPING, beta= 0.025 Per Musco test
OUTPUT
-> POLE NATURAL FREQUENCY = 0.593 Hz 1/(2PI*(DELTA/386)^0.5) where DELTA is due to self weight Section 26.11.5 Gust-Effect Factor -> Gf= 1.22 (Section 26.11.5) (Reference Vibration Problems in Engineering by Timoshenko, 4th ED. pg.34) constant epsilon,e = 0.2 Lz = 492.3 Pole Properties: constant l = 500 N1 = 3.259
Ia = 4.68 in4 taper = 0.140 in/ft Vz = 89.49 Rn = 0.066 Ib = 38 in4 db/da = 1.987 4.6n1h/Vz = 1.549
ra = 1.638 in rb = 3.295 in. 4.6n1B/Vz = 0.018 R = 1.072 Aa = 1.745 in2 Ab = 3.51 in2 15.4n1L/Vz = 0.060 gR = 4.063 Sa = 1.97 in3 Sb = 8.08 in3 c = 0.200
From Critical Buckling Loads of Tapered Columns, ASCE 2/62: Rh = 0.447 Iz = 0.203 n = Log (Ib/(Ia)/Log (dB/dA) = 3.06 RB = 0.988 Q = 0.932 P* = (Ib/Ia)/(Ib/Ia)^.333 = 4.1 RL = 0.961 G = 0.891
kl/req* (1/(P*)^.5)[kl/ra] = 389 (where k= 2.1) Gf = 1.221 AISC 360-16 Specification Table B4.1, Case 15
for Fy = 55.0 KSI 38 KSI
D/t < .45E/Fy = 237 343 (MAX) SHEAR,F= 0.540 KIPS MOMENT, M = 15.29 K-FT e= M/F = 28.30 FT AXIAL,P = 0.560 KIPS ASD Forces at groundline (for foundation design) D/t < .31E/Fy = 163 237 Noncompact SHEAR,F= 0.900 KIPS MOMENT, M = 25.48 K-FT e= M/F = 28.30 FT AXIAL,P = 0.672 KIPS Nominal Forces at groundline D/t < .07E/Fy = 37 53 Compact M < ΦMn = 42 K-FT Precast Base O.K.

D/t < .11E/Fy = 58 84 Slender element Section for Uniform Compression Pole Stress Check = 0.660 Max. < 1 Pole O.K.

Max. Deflection = 45.676 Inch <0.10H= 61 Inch AASHTO 10.4.2 Page
1 ATTACHMENT 2
11/7/2023 LS50-A Wind
Distance Outside E3-4 E3-2 or E3-3 F8.1-F8.4 H1-1b H1-1a 2nd Order 1st Order C2.2a Total E7-19 from top Diameter Pole Cf Design comp Acting Design flex. Req'd flex. for for /1st Order Req'd shear Delta P-Delta 2nd Order ACTING DEFL of Pole of Pole,D thick,t D/t Kz qz Pole kl/r Fe strength, Pn unfactored, Pr strength, Mn strength, Mr Pr/Pc Pr/Pc <0.2 Pr/Pc ≥ 0.2 Moment CSR strength,, F Moment Moment Q MOM DUE M/I DUE TO DL FT IN IN PSF eqiv. KIPS KIPS K-FT K-FT FT-K O.K. KIPS IN FT-K FT-K TO DL IN

0 4.75 0.120 39.6 1.098 25.36 1.2 389 1.89 2.61 0.000 7.89 0.0 0.000 0.000 N.A. 1.000 Y 0.000 45.7 0.0 0.0 1.3993 0.00 0.0003 27.85 1 4.75 0.120 39.6 1.093 25.26 1.2 389 1.89 2.61 0.107 7.89 0.1 0.049 0.034 N.A. 1.280 Y 0.120 44.1 0.0 0.1 1.3993 0.00 0.0124 26.87 2 4.75 0.120 39.6 1.089 25.15 1.2 389 1.89 2.61 0.113 7.89 0.2 0.052 0.054 N.A. 1.185 Y 0.134 42.5 0.0 0.2 1.3993 0.11 0.0365 25.90 3 4.75 0.120 39.6 1.084 25.04 1.2 389 1.89 2.61 0.119 7.89 0.3 0.055 0.076 N.A. 1.162 Y 0.149 41.0 0.1 0.4 1.3993 0.23 0.0619 24.92 4 4.75 0.120 39.6 1.079 24.93 1.2 389 1.89 2.61 0.125 7.89 0.5 0.057 0.099 N.A. 1.150 Y 0.163 39.4 0.1 0.6 1.3993 0.35 0.0885 23.95 5 4.75 0.120 39.6 1.074 24.82 1.2 389 1.89 2.61 0.131 7.89 0.7 0.060 0.125 N.A. 1.142 Y 0.178 37.9 0.1 0.7 1.3993 0.48 0.1165 22.98 6 4.75 0.120 39.6 1.069 24.70 1.2 389 1.89 2.61 0.137 7.89 0.8 0.063 0.152 N.A. 1.136 Y 0.192 36.3 0.1 1.0 1.3993 0.61 0.1457 22.02 7 4.75 0.120 39.6 1.064 24.58 1.2 389 1.89 2.61 0.143 7.89 1.0 0.066 0.182 N.A. 1.131 Y 0.206 34.8 0.1 1.2 1.3993 0.75 0.1761 21.06 8 4.75 0.120 39.6 1.059 24.47 1.2 389 1.89 2.61 0.149 7.89 1.3 0.068 0.213 N.A. 1.127 Y 0.220 33.2 0.2 1.4 1.3993 0.90 0.2079 20.12 9 4.75 0.120 39.6 1.054 24.34 1.2 389 1.89 2.61 0.154 7.89 1.5 0.071 0.246 N.A. 1.123 Y 0.235 31.7 0.2 1.7 1.3993 1.05 0.2409 19.19 10 4.75 0.120 39.6 1.048 24.22 1.2 389 1.89 2.61 0.160 7.89 1.7 0.074 0.281 N.A. 1.119 Y 0.249 30.3 0.2 1.9 1.3993 1.21 0.2751 18.27 11 4.75 0.120 39.6 1.043 24.09 1.2 389 1.89 2.61 0.166 7.89 2.0 0.077 0.318 N.A. 1.116 Y 0.263 28.8 0.2 2.2 1.3993 1.37 0.3107 17.36 12 4.75 0.120 39.6 1.037 23.97 1.2 389 1.89 2.61 0.172 7.89 2.2 0.079 0.357 N.A. 1.113 Y 0.277 27.3 0.3 2.5 1.3993 1.54 0.3475 16.48 13 4.75 0.120 39.6 1.032 23.83 1.2 389 1.89 2.61 0.178 7.89 2.5 0.082 0.397 N.A. 1.111 Y 0.290 25.9 0.3 2.8 1.3993 1.71 0.3855 15.61 14 4.75 0.120 39.6 1.026 23.70 1.2 389 1.89 2.61 0.184 7.89 2.8 0.085 0.439 N.A. 1.108 Y 0.304 24.6 0.3 3.1 1.3993 1.90 0.4124 14.76 15 4.84 0.120 40.3 1.020 23.56 1.2 389 1.89 2.66 0.191 10.77 3.1 0.086 0.365 N.A. 1.106 Y 0.318 23.2 0.3 3.5 1.1634 2.08 0.4202 13.94 16 4.98 0.120 41.5 1.014 23.42 1.2 389 1.89 2.74 0.197 11.36 3.5 0.086 0.380 N.A. 1.103 Y 0.332 21.9 0.4 3.8 1.1495 2.28 0.4203 13.14 17 5.12 0.120 42.7 1.008 23.28 1.2 389 1.89 2.81 0.204 11.96 3.8 0.087 0.393 N.A. 1.101 Y 0.346 20.6 0.4 4.2 1.1363 2.48 0.4196 12.37 18 5.26 0.120 43.8 1.001 23.13 1.2 389 1.89 2.89 0.210 12.58 4.2 0.087 0.406 N.A. 1.098 Y 0.361 19.4 0.4 4.6 1.1238 2.68 0.4182 11.63 19 5.4 0.120 45.0 0.995 22.98 1.2 389 1.89 2.97 0.217 13.21 4.5 0.088 0.419 N.A. 1.096 Y 0.376 18.2 0.4 5.0 1.1119 2.90 0.4163 10.90 20 5.54 0.120 46.2 0.988 22.83 1.2 389 1.89 3.05 0.224 13.86 4.9 0.088 0.431 N.A. 1.094 Y 0.391 17.1 0.5 5.4 1.1007 3.12 0.414 10.21 21 5.68 0.120 47.3 0.981 22.67 1.2 389 1.89 3.13 0.232 14.52 5.3 0.089 0.443 N.A. 1.092 Y 0.407 15.9 0.5 5.8 1.09 3.35 0.4115 9.54 22 5.82 0.120 48.5 0.974 22.51 1.2 389 1.89 3.21 0.239 15.20 5.7 0.089 0.455 N.A. 1.089 Y 0.423 14.9 0.5 6.2 1.0798 3.58 0.4086 8.89 23 5.96 0.120 49.7 0.967 22.34 1.2 389 1.89 3.29 0.247 15.90 6.2 0.090 0.466 N.A. 1.087 Y 0.439 13.8 0.5 6.7 1.0701 3.82 0.4057 8.26 24 6.1 0.120 50.8 0.960 22.17 1.2 389 1.89 3.37 0.255 16.60 6.6 0.091 0.477 N.A. 1.085 Y 0.455 12.8 0.6 7.2 1.0608 4.07 0.4025 7.67 25 6.24 0.120 52.0 0.952 22.00 1.2 389 1.89 3.45 0.263 17.33 7.1 0.092 0.487 N.A. 1.083 Y 0.471 11.9 0.6 7.7 1.052 4.33 0.3994 7.09 26 6.38 0.120 53.2 0.944 21.82 1.2 389 1.89 3.52 0.271 18.07 7.5 0.092 0.497 N.A. 1.081 Y 0.488 11.0 0.6 8.2 1.0435 4.60 0.3961 6.54 27 6.52 0.120 54.3 0.936 21.63 0.7 389 1.89 3.60 0.279 18.82 8.0 0.093 0.507 N.A. 1.079 Y 0.498 10.1 0.6 8.7 1.0354 4.87 0.3928 6.01 28 6.66 0.120 55.5 0.928 21.43 0.7 389 1.89 3.68 0.288 19.59 8.5 0.094 0.516 N.A. 1.078 Y 0.508 9.2 0.7 9.2 1.0277 5.16 0.3895 5.51 29 6.8 0.120 56.7 0.919 21.23 0.7 389 1.89 3.76 0.297 20.38 9.1 0.095 0.525 N.A. 1.076 Y 0.518 8.4 0.7 9.7 1.0202 5.45 0.3863 5.03 30 6.94 0.120 57.8 0.910 21.02 0.7 389 1.89 3.84 0.306 21.18 9.6 0.096 0.533 N.A. 1.074 Y 0.529 7.7 0.7 10.3 1.0131 5.75 0.383 4.57 31 7.08 0.120 59.0 0.901 20.81 0.7 389 1.89 3.92 0.315 21.99 10.1 0.096 0.541 N.A. 1.072 Y 0.539 6.9 0.7 10.8 1.0063 6.06 0.3798 4.14 32 7.22 0.120 60.2 0.891 20.58 0.7 389 1.89 4.00 0.324 22.83 10.7 0.097 0.548 N.A. 1.071 Y 0.550 6.2 0.8 11.4 0.9997 6.38 0.3766 3.73 33 7.36 0.120 61.3 0.881 20.35 0.7 389 1.89 4.08 0.333 23.67 11.2 0.098 0.555 N.A. 1.069 Y 0.560 5.6 0.8 12.0 0.9933 6.71 0.3735 3.34 34 7.5 0.120 62.5 0.870 20.10 0.7 389 1.89 4.15 0.343 24.53 11.8 0.099 0.562 N.A. 1.068 Y 0.571 5.0 0.8 12.6 0.9872 7.05 0.3705 2.97 35 7.64 0.120 63.7 0.859 19.85 0.7 389 1.89 4.23 0.353 25.41 12.4 0.100 0.568 N.A. 1.066 Y 0.582 4.4 0.8 13.2 0.9814 7.40 0.3675 2.63 36 7.78 0.120 64.8 0.849 19.61 0.7 389 1.89 4.31 0.363 26.30 12.9 0.101 0.574 N.A. 1.065 Y 0.592 3.9 0.8 13.8 0.9757 7.75 0.3645 2.30 37 7.92 0.120 66.0 0.849 19.61 0.7 389 1.89 4.39 0.373 27.21 13.5 0.102 0.580 N.A. 1.063 Y 0.603 3.4 0.9 14.4 0.9702 8.12 0.3616 2.00 38 8.06 0.120 67.2 0.849 19.61 0.7 389 1.89 4.47 0.383 28.13 14.1 0.103 0.585 N.A. 1.062 Y 0.614 2.9 0.9 15.0 0.965 8.50 0.3588 1.72 39 8.2 0.120 68.3 0.849 19.61 0.7 389 1.89 4.55 0.394 29.07 14.8 0.104 0.591 N.A. 1.060 Y 0.626 2.5 0.9 15.7 0.9599 8.89 0.3561 1.47 40 8.34 0.120 69.5 0.849 19.61 0.7 389 1.89 4.63 0.425 30.02 15.5 0.110 0.600 N.A. 1.059 Y 0.762 2.1 0.9 16.4 0.955 9.29 0.3538 1.23 41 8.48 0.120 70.7 0.849 19.61 0.7 389 1.89 4.71 0.436 30.99 16.2 0.111 0.609 N.A. 1.057 Y 0.774 1.7 0.9 17.1 0.9502 9.72 0.3519 1.01 42 8.62 0.120 71.8 0.849 19.61 0.7 389 1.89 4.79 0.447 31.97 17.0 0.112 0.617 N.A. 1.055 Y 0.786 1.4 0.9 17.9 0.9456 10.16 0.35 0.82 43 8.76 0.120 73.0 0.849 19.61 0.7 389 1.89 4.86 0.458 32.97 17.8 0.113 0.625 N.A. 1.053 Y 0.798 1.1 1.0 18.7 0.9411 10.61 0.3481 0.65 44 8.9 0.120 74.2 0.849 19.61 0.7 389 1.89 4.94 0.469 33.99 18.6 0.114 0.633 N.A. 1.052 Y 0.810 0.8 1.0 19.6 0.9368 11.07 0.3462 0.49 45 9.04 0.120 75.3 0.849 19.61 0.7 389 1.89 5.02 0.481 35.01 19.4 0.115 0.640 N.A. 1.050 Y 0.823 0.6 1.0 20.4 0.9326 11.55 0.3443 0.36 46 9.18 0.120 76.5 0.849 19.61 0.7 389 1.89 5.10 0.493 36.06 20.2 0.116 0.647 N.A. 1.049 Y 0.835 0.4 1.0 21.2 0.9286 12.04 0.3425 0.25 47 9.32 0.120 77.7 0.849 19.61 0.7 389 1.89 5.18 0.505 37.12 21.1 0.117 0.653 N.A. 1.047 Y 0.848 0.3 1.0 22.1 0.9246 12.53 0.3406 0.16 48 9.46 0.120 78.8 0.849 19.61 0.7 389 1.89 5.26 0.517 38.19 21.9 0.118 0.660 N.A. 1.045 Y 0.861 0.2 1.0 22.9 0.9208 13.05 0.3388 0.09 49 9.6 0.120 80.0 0.849 19.61 0.7 389 1.89 5.34 0.529 39.28 22.8 0.119 0.666 N.A. 1.044 NA 0.875 0.1 1.0 23.8 0.9171 13.57 0.337 0.04 50 9.74 0.120 81.2 0.849 19.61 0.7 389 1.89 5.42 0.542 40.39 23.7 0.120 0.672 N.A. 1.042 NA 0.888 0.0 1.0 24.7 0.9135 14.10 0.3353 0.01 51 9.88 0.120 82.3 0.849 19.61 0.7 389 1.89 5.49 0.563 41.51 24.6 0.123 0.678 N.A. 1.041 NA 0.902 0.0 1.0 25.6 0.91 14.65 0 0.00 Page
2 ATTACHMENT 2
KNA

STRUCTURAL ENGINEERS
Seismic Loading
Reference: 2022 CBC, ASCE 7-16
INPUT:

Job Location: Costa Mesa, CA
Site Class D-Default ASCE

0.2 Sec MCE, Ss 1.312 g ASCE

1.0 Sec MCE, S1 0.469 g ASCE
Site Coeff., Fa 1.200 ASCE
Site Coeff., Fv 1.831 ASCE
SMS = Fa SS 1.574 g ASCE
SM1 = Fv S1 0.859 g ASCE
SDS = 2/3SMS 1.050 g ASCE
SD1 = 2/3SM1 0.572 g ASCE
Ts =SD1/SDS 0.545 sec
Long Period transition period, TL 8.0 sec ASCE 7-16 -Figure 22-12 Risk Category II Table 1604.5
Seismic Design Category D 2022 CBC Section 1613.3.5
OUTPUT:

Light Pole Class LS50-A
Fundamental Period, T 1.69 sec 1/Pole Natural Frequency Seismic coeff., R 1.5 ASCE 7-16 Table 15.4-2

Overstrength Factor, Ω 1.5 ASCE 7-16 Table 15.4-2
Importance Factor, I 1.00 ASCE 7-16 Section 15.4.1.1 & Table 1.5-2 Redundancy factor, ρ 1.0 ASCE 7-16 Section 15.6

DESIGN SEISMIC FORCE
V = CSW ASCE 7-16 Eqn. 12.8-1
CS = SDS/(R/I) for T≤TS 0.700 g ASCE 7-16 Eqn. 12.8-2
Cs max. for 1.5Ts <T≤ TL, Cs =1.5 SD1/T(R/I) 0.339 g ASCE 7-16 Sect. 11.4.8 & Eqn. 12.8-3 CS min = 0.044SDSI ≥ 0.03 0.046 g ASCE 7-16 Eqn. 15.4-1 if S1≥ 0.6g, CS min = 0.8S1/(R/I) N.A. g ASCE 7-16 Eqn. 15.4-2 Load Combination, 1.2D+ 1.0E ASCE 7-16 Section 2.3.2 Load Comb 5 where E = Eh + Ev ASCE 7-16 Eqn. 12.4-1
and Eh = pQE 0.339 W ASCE 7-16 Eqn. 12.4-3
and Ev = 0.2SDSD 0.210 D ASCE 7-16 Eqn. 12.4-4
Load Combination, 1.2D + (pQe + 0.2SDSD)
Load Combination, 1.2D + (pQe + 0.2SDSD) 1.410 D + 0.339 W Total Seismic Weight, W = 0.785 kips See following page SEISMIC SHEAR, V = 0.348 kips < 0.900 kips WIND SHEAR WIND CONTROLS 11/7/2023 Page
3 ATTACHMENT 2
KNA

STRUCTURAL ENGINEERS
Seismic Loading
Vertical Distribution of Seismic Force, Fx = CvxV ASCE7-16 Eqn. 12.8-11 & Section 12.8.5 k= 1.594
Item w hx wxhxk wxhxk/∑wxhxk Cvx*V OTM
fixtures 0.101 49.50 51 0.374 0.100 4.93
0 0.000 0.000 0.00
0 0.000 0.000 0.00
Top Pole Section 0.098 45.00 42 0.312 0.083 3.74
0 0.000 0.000 0.00
1st Pole Section 0.325 19.00 35 0.262 0.070 1.32
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
ECE 0.020 15.00 1 0.011 0.003 0.04
1/2 Precast base above grade 0.241 7.17 6 0.041 0.011 0.08 Sum 0.785 136 1.000 0.266 10.12
Total Dead Load at grade 1.026
Seismic Overturning Moment, M = 10.12 kip-ft < 25.48 kip-ft Wind OTM WIND CONTROLS 11/7/2023 Page
4 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 1B
Pole Calcuations - Page 1
ACI 31
8-14
Inputs
Pole Type fpy = Strand Yield Strength
Do = Outer Diameter fpu = Strand Ultimate Strength
Di = Inner Diameter f'c = 28 Day St rength of Concrete Dtc = Diamete r of Tendon Circle Es = Elastic Modulus of Strand dt = Strand Diameter IPF = Initial Prestress Factor
n = Number of Tendons PLF = Prestress Loss Factor
Aps = Area of Single Strand a =
Φ = Resista
nce Factor c =
ß1 = f'c ≥ 8 ksi
Determine Concrete Compression Forces (Bending Only)
Calculate the Properties of the Compression Zone
A.
co = Do/3 = Initial G uess
ro = Do /2 =
Θo = 2 * cos-1 ((ro - a)/ro) =
Io = ro
4/8* Θo-sin(Θo)+(2*sin(Θo)*sin(Θo/2)²) =
Ao = (ro²*cos-1*(ro-a)/ro)-((ro-a)*√((2*ro*a)-a²) =
yro = (4*ro*sin(Θo/2)³)/(3*(Θo-sin(Θ.))) =
B.
ri = Di/2 =

ai =
Θi = 2 * cos-1((ri - ai)/ri) =
Ii = ri
4/8* Θi-sin(Θi)+(2*sin(Θi)*sin(Θi/2)²) =
Ai = (ri²*cos-1*(ri-a)/ri)-((ri-a)*√((2*ri*a)-a²) =
yri = (4*ri*sin(Θi/2)³)/(3*(Θi-sin(Θi))) =
Note:

Co
nclusion
A
Ac = Ao - Ai = Area of the Compression Zone
Ic = Io - (Ii+Ai+yri²) = Mass M oment of Intertia of Combined Section y = (Ao*yo - Ai*yi) / Ac = Centro id for the Combined Arc Section yc = c + ro + y = Centro id for the Effective Compression Area A' = π*(ro²-ri²)-Ac = Area of the Tension Zone with the Strand Included

2.60 in

39.7 in²

0.65 3.16 in

2. 26
173.8 in^4

16.78 in²

3.14 in

0.65 0.4 in^4

0.1 in²

2.06 in

0.11 in
169.1 in^4

3.14 in

0.217 in²

16.7 in²
Calculate the Combined Section Properties:

Calculate the Section Properties based on Outer Radius (Note: These Calculations Assume there is no core in the pole)

4.74 in
Calculate the Section Properties based on Inner Radius (Note: These Calculations Assume there is no core in the pole)

2.13 in
If the inner raidius is outside the compression zone, I i & Ai will be set to 0

4.19 in

2.73 in

9.48 in
1B

0.90 4.25 in

6.625 in

0.6 in
6 0.82
230.0 ksi
270.0 ksi

9.5 ksi
29000.0 ksi

0.41 a
ai
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
5 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 1B
Pole Calcuations - Page 2
Determ
ine Concrete Compression Forces (Bending Only)
Conclusion Continued
B. Comp
ute the Effective Compression Area
Note:

Apscomp = Nc * Aps =
Ae = Ac - Apscomp =
C.

Fc = Ae *

0.85 * f'c =
Determine Steel Tensile Forces
Calculate the Total Prestressing Force.
fse = IPF * PLF * fpu = Total P restressing Stress
εse = fse/Es = Prestr essing Strain
fpy/Es = Maximum Tendon Yield Strain
Fps = εse * Ast * Es = Force in Single Prestress Strand Ft = Σ Line Forces = From th e Tension Line Table
Converge the Forces to Achieve a Balance Condition
c =
Fc - Ft =
Converge the Forces to Achieve a Balance Condition0
A. Compressive Force Moment
Mcf = (Fc*yc)/(12*in/ft) =
B. Tens
ion Force Moment
Mt = ΣMti = Sum of Moments in the Tendon Line Table
Calculate Ultimate Moment Capacity
Extreme Tensile Strain = Within T ransition Zone
Mn = Mcf + Mt =
Ma = ΦMn =
Mcr = Crackin g Moment (See Page 3)
Calculate Development Length
fse =
fpy / fpu =
γp =
Approxim
ate fps = (1-(γp*ρ*fpu))/(f'c*ß1)* fpu = ACI 318-14 E qn 20.3.2.3.1 Ld = (fse/3000)*db + (fps-fse)/1000 * db = ACI 318-14 E qn 25.4.8.128.7 in

28.8 k*ft

18.4 k*ft
133.0 kip
0 kip
133.0 kip
Effective Area of Concrete in Compression
Compute the Compression Force

19.7 4.19 in

0.22 in²

16.47 in²

0.0031

0.0079

90.8 ksi
Then number of strands in compression (Nc) is
determinde by the results of the calculations in the
Tendon Strain Table.
108.3 ksi

0.0028

47.2 kip*ft

42.5 kip*ft

18.9 kip*
ft

90.8 ksi

0.85 0.40
Centroid of Effective
Concrete Compression Area
~
Effective Concrete
Compression Area
Neutral Axis
a
ro
d
c
Tendon with Maximum
Tensile Strainy͞
y͞c
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
6 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 1B
Pole Calcuations - Page 3
Calcul
ation of Mcr and Other Properties
nt = n - nc =
dp = Σ Elevations of Tendons in Tension/nt =
Distanc
e from Centroid of Tension Steel to Center of Pole
d =
dp - ro =
bo = Do - dp =
Area of
the Outer Region Determined by bo
Aco' = ro²*cos-1((ro-bo)/ro)-((ro-bo)*√((2*ro*bo)-ro²)) = Area of the Outer Region Determined by bi
bi = bo - (ro - ri) =
Aci' = ri²*cos-1((ri-bi)/ri)-((ri-bi)*√((2*ri*bi)-ri²)) = A'' = Ac
o'-Aci'=
Atot = π*(ro²-ri²) = Total C oncrete Area
bdp = At = Atot - A'' =
fr = 7.5*√f'c = Modulus of Rupture
fpe = n*Aps*fse/Atot =
Ig = π/4 * ((Do)4-(Di)4) = Moment of Inertia of Gross Section Mcr = (fr+fpe)/At*(Ig/ro) = Crackin g Moment (ACI 318-14 24.2.3.9) ρ = Reinforcement Ratio

18.9 k*in
2095.6 psi
731.0 p
si

0.0342
5 5.40 in

0.66 in

4.08 in

29.0 in²

1.46 in

4.3 in²

24.7 in²

56.4 in²

31.7 in²
380.449 in
ri
ro dp
At
rt
Centroid of the
Strand in Tension
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
7 ATTACHMENT 2
project:
project number:
engineer: CLC
design: Musco Pole Design 1B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
n
t = Number of Tendons Aps = Area of a Strand
E = Modulus of Elasticity c =
15 16
17 18
10 11
1 4
12 13
132.97

0.00 0.00

0.00 612.78
19 20
21 22
23 24

0.0000
25 26

18.42 0.00

0.00 0.00

0.0000

29.4088

7.2467
MOMENT
(FT-KIPS)

11.93 10.88
-2.72

0.0000

0.00 0.00

0.00 0.00
-1.67

0.00 0.00

0.0000

0.0000
Σ =

0.0000

0.0000
LINE
n

LINE STRAIN
S(e
b + εse)

0.0059

0.0000

0.0047

0.0000

0.0012

0.0094
1 2
3 4
5 6
7 8
9 6 0.217 in²
29000 ksi 4.19 in

0.0000

0.0000
fps
(KSI)
170.86
272.99
135.52

33.39 0.00

0.00 0.0000

0.0000

0.0000
FORCE
(KIPS)

37.0776

59.2398
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
8 ATTACHMENT 2
project:
project number:
engineer: CLC
design: Musco Pole Design 1B
Pole Calcuations - Tendon Line Tension Table
ACI 31
8-14
nt = Number of Tendons c = From Iteration
ro = Outer Radius εse = Prestressing Strain
Dtc = Diameter of Tendon Circle εsmax = Maximum Tendon Yield Strain a = ß1 * c
Σ = 1
0 0
0 0
0 0.00

0.00 0.00

0.000
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00
0 0

8.0525

6.40 3.08

0.00 3.08

6.40 0.00

0.0059

0.0047

0.0023

0.0012

0.0023

0.0047
NA
0 0
0 1
0 0
0 NA
NA
NA

0.00 0.00

0.00 0.00
0 0
0 -0.0020
-0.0008

0.0016
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
240
300
NA

8.05 6.40

3.08 1.43

3.08 6.40
NA
NA
NA
NA
NA
0 60
120
NA
NA
NA
NA
NA
NA

4.19 5.24
NA
NA
NA
NA
NA
NA
NA
NA
NA
TENDON w/in
COMP.

BLOCK?
(Y = 1, N = 0)
TENDON ELEV.

TO THOSE IN TEN.
(FROM COMP. SIDE)

BENDING
STRAIN
εb
TOTAL
STRAIN
εb + es
e
NA
NA
NA
NA
NA
NA

0. 00

1.05 2.09

3.14 22
23 24
25 26
16 17
18 19
20 21
10 11
12 13
14 15
4 5
6 7
8 9
(DEGREES)
TENDON
#
1 2
3 6

4.74 in

6.625

2.73 in
ANGLE
(FROM VERT)
(RADIANS)

27.01 in

4.19 in

0.0031

0.0079
0 0
0 NA
NA
NA
NA
NA
NA
NA
NA
180

0.0016
-0.0008
(FROM COMP. SIDE)

0.0028
TENDON ELEV.
(INCHES)
ANGLE
(FROM VERT)
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
9 ATTACHMENT 2
11/7/2023 LS50-AB Wind T6
POLE DESIGNATION: LS50-AB W/ 8 FIXTURES MAX. JOB NO: 463.358 MANUFACTURER: MUSCO PROJECT: Tewinkle Park Tennis PROJECT NO: 215837 LOCATION: Costa Mesa, CA

ASCE 7-16 POLE ID: T6
(T2, T3, T5, T7, T10, T12, T13
Sim.)
WIND CRITERIA 95 MPH,EXP C | P = SUPERIMPOSED WT + POLE WT LOAD COMB 1.2 DEAD + 1.0 WIND v
^ |||a <-- <--FIXTURES, F/Af= qz*Gf*Cf = 30.56 PSF MAX (29.4-1) LED 550 | |v| <-- <--where qz=.00256*Kz*Kzt*Kd*Ke(V)2 = 25.22 PSF MAX (26.10-1) EPA/FIXTURE*, Af = 1.78 ft2 | ||| <-- <---
D.L./FIXTURE** = 52.8 lbs | |v| <-- ATTACHMENT NUMBER DIST. FROM PA Cf EPA Kz qz WIND,F WEIGHT,P D.L. ECE/FIXTURE*** = 10.0 lbs | ||| <-- TYPE TOP POLE,FT SQ FT SQ FT PSF LBS LBS * EPA = EFFECTIVE PROJECTED AREA OF LIGHT FIXTURE | |v| <-- LED550 4.0 0.5 1.0 1.78 1.089 25.17 217 211 INCLUDING CROSSARM, PER MUSCO ||| <-- LED550 4.0 0.5 1.0 1.78 1.089 25.17 217 211 ** D.L.= DEAD LOAD OF FIXTURE, & l |v| <-- 0.0 5.5 1.3 1.78 1.065 24.61 0 0 CROSSARM, PER MUSCO ||| <-- 0.0 8.0 1.3 1.78 1.052 24.31 0 0 ***D.L.= DEAD LOAD OF ECE, | |v| <-- 0.0 10.5 1.3 1.78 1.038 23.99 0 0 PER MUSCO | ||| <-- 0.0 13.0 1.3 1.78 1.024 23.66 0 0 | |v| <-- 0.0 15.5 1.3 1.78 1.009 23.31 0 0
| ||| <-- 0.0 18.0 1.3 1.78 0.993 22.94 0 0
| |v| <-- 0.0 20.5 1.0 1.78 0.976 22.54 0 0
| ||| <-- 0.0 23.0 1.0 1.78 0.957 22.12 0 0
| |v| <-- ECE 8.0 37.9 9.00 1.3 11.70 0.849 19.61 278 80 v | |b <-- TOTALS = 712 502
POLE, F/Af= qz*Gf*Cf = 21.39 PSF MAX (29.4-1)
where qz=.00256*Kz*Kzt*Kd*Ke(V)2 = 25.22 PSF MAX (26.10-1)

LOADING DIAGRAM
INPUT
-> l = 49.57 ft. (ht. from adj. grade)
-> l = 49.57 ft. (ht. from grade)
->tA = 0.12 in. (pole thk. @ top)
->dA = 6.00 in. (pole diam. @ top)
->dB = 11.93 in. (pole diam. @ btm)
->tB = 0.142 in. (pole thk. @ btm)
->Fy = 38.0 ksi (fixt mount sect. = 5.25 ft)
->Fy = 55.0 ksi (other pole sect.)
-> E = 29,000 ksi
->Kzt= 1 (Figure 26.8-1)
->Kd = 1 (Table 26.6-1)
-> Kz = 1.092 MAX-EXP C @ 49.6 FT. (Table 26.10-1)
->Ke = 1.00 (Table 26.9-1)
-> Cf = 1.00 LIGHT FIXTURE (INCLUDED IN EPA)
-> Cf = 0.700 MAX (VARIES 0.5-1.2 FOR RND POLE) (Figure 29.4-1) POLE DAMPING, beta= 0.025 Per Musco test
OUTPUT
-> POLE NATURAL FREQUENCY = 0.617 Hz 1/(2PI*(DELTA/386)^0.5) where DELTA is due to self weight Section 26.11.5 Gust-Effect Factor -> Gf= 1.21 (Section 26.11.5) (Reference Vibration Problems in Engineering by Timoshenko, 4th ED. pg.34) constant epsilon,e = 0.2 Lz = 489.7 Pole Properties: constant l = 500 N1 = 3.391
Ia = 9.58 in4 taper = 0.140 in/ft Vz = 89.13 Rn = 0.065 Ib = 91 in4 db/da = 1.988 4.6n1h/Vz = 1.579
ra = 2.079 in rb = 4.166 in. 4.6n1B/Vz = 0.024 R = 1.048 Aa = 2.217 in2 Ab = 5.26 in2 15.4n1L/Vz = 0.080 gR = 4.073 Sa = 3.19 in3 Sb = 15.30 in3 c = 0.200
From Critical Buckling Loads of Tapered Columns, ASCE 2/62: Rh = 0.441 Iz = 0.203 n = Log (Ib/(Ia)/Log (dB/dA) = 3.28 RB = 0.984 Q = 0.932 P* = (Ib/Ia)/(Ib/Ia)^.333 = 4.5 RL = 0.949 G = 0.891
kl/req* (1/(P*)^.5)[kl/ra] = 283 (where k= 2.1) Gf = 1.211 AISC 360-16 Specification Table B4.1, Case 15
for Fy = 55.0 KSI 38 KSI
D/t < .45E/Fy = 237 343 (MAX) SHEAR,F= 0.832 KIPS MOMENT, M = 25.17 K-FT e= M/F = 30.24 FT AXIAL,P = 1.136 KIPS ASD Forces at groundline (for foundation design) D/t < .31E/Fy = 163 237 Noncompact SHEAR,F= 1.387 KIPS MOMENT, M = 41.95 K-FT e= M/F = 30.24 FT AXIAL,P = 1.363 KIPS Nominal Forces at groundline D/t < .07E/Fy = 37 53 Compact M < ΦMn = 82 K-FT Precast Base O.K.

D/t < .11E/Fy = 58 84 Slender element Section for Uniform Compression Pole Stress Check = 0.574 Max. < 1 Pole O.K.

Max. Deflection = 28.835 Inch <0.10H= 59 Inch AASHTO 10.4.2 Page
10 ATTACHMENT 2
11/7/2023 LS50-AB Wind T6
Distance Outside E3-4 E3-2 or E3-3 F8.1-F8.4 H1-1b H1-1a 2nd Order 1st Order C2.2a Total E7-19 from top Diameter Pole Cf Design comp Acting Design flex. Req'd flex. for for /1st Order Req'd shear Delta P-Delta 2nd Order ACTING DEFL of Pole of Pole,D thick,t D/t Kz qz Pole kl/r Fe strength, Pn unfactored, Pr strength, Mn strength, Mr Pr/Pc Pr/Pc <0.2 Pr/Pc ≥ 0.2 Moment CSR strength,, F Moment Moment Q MOM DUE M/I DUE TO DL FT IN IN PSF eqiv. KIPS KIPS K-FT K-FT FT-K O.K. KIPS IN FT-K FT-K TO DL IN

0 6.00 0.120 50.0 1.092 25.22 0.7 283 3.56 6.23 0.000 12.02 0.0 0.000 0.000 N.A. 1.000 Y 0.000 28.8 0.0 0.0 1.2467 0.00 0.0002 25.67 1 6.10 0.120 50.8 1.087 25.12 0.7 283 3.56 6.34 0.430 12.38 0.2 0.081 0.062 N.A. 1.198 Y 0.445 27.8 0.0 0.3 1.2375 0.00 0.0209 24.75 2 6.19 0.120 51.6 1.082 25.01 0.7 283 3.56 6.44 0.438 12.73 0.7 0.082 0.101 N.A. 1.132 Y 0.456 26.8 0.1 0.8 1.2286 0.44 0.0605 23.84 3 6.29 0.120 52.4 1.078 24.89 0.7 283 3.56 6.54 0.446 13.10 1.1 0.082 0.138 N.A. 1.119 Y 0.467 25.8 0.1 1.3 1.2201 0.88 0.0971 22.92 4 6.38 0.120 53.2 1.073 24.78 0.7 283 3.56 6.64 0.454 13.46 1.6 0.082 0.174 N.A. 1.113 Y 0.478 24.7 0.2 1.8 1.2117 1.33 0.131 22.02 5 6.48 0.120 54.0 1.068 24.67 0.7 283 3.56 6.74 0.462 13.84 2.1 0.082 0.209 N.A. 1.109 Y 0.489 23.7 0.2 2.3 1.2036 1.79 0.1676 21.11 6 6.46 0.120 53.8 1.063 24.55 0.7 283 3.56 6.72 0.470 18.48 2.6 0.084 0.197 N.A. 1.106 Y 0.500 22.7 0.3 2.9 1.0391 2.25 0.2005 20.22 7 6.60 0.120 55.0 1.057 24.43 0.7 283 3.56 6.87 0.479 19.24 3.1 0.084 0.219 N.A. 1.104 Y 0.512 21.8 0.3 3.4 1.0312 2.73 0.2242 19.34 8 6.73 0.120 56.1 1.052 24.31 0.7 283 3.56 7.01 0.487 20.01 3.6 0.083 0.240 N.A. 1.102 Y 0.523 20.8 0.4 4.0 1.0237 3.21 0.2452 18.47 9 6.87 0.120 57.3 1.047 24.18 0.7 283 3.56 7.16 0.496 20.80 4.1 0.083 0.261 N.A. 1.101 Y 0.535 19.8 0.4 4.6 1.0165 3.70 0.2637 17.62 10 7.01 0.120 58.4 1.041 24.06 0.7 283 3.56 7.31 0.505 21.60 4.7 0.083 0.280 N.A. 1.099 Y 0.546 18.9 0.5 5.1 1.0096 4.20 0.28 16.78 11 7.15 0.120 59.6 1.036 23.93 0.7 283 3.56 7.45 0.515 22.41 5.2 0.083 0.298 N.A. 1.098 Y 0.558 18.0 0.5 5.7 1.0029 4.71 0.2944 15.96 12 7.29 0.120 60.8 1.030 23.79 0.7 283 3.56 7.60 0.524 23.25 5.8 0.083 0.315 N.A. 1.096 Y 0.571 17.1 0.6 6.4 0.9965 5.23 0.3071 15.15 13 7.43 0.120 61.9 1.024 23.66 0.7 283 3.56 7.75 0.533 24.09 6.4 0.083 0.331 N.A. 1.095 Y 0.583 16.2 0.6 7.0 0.9903 5.76 0.3182 14.36 14 7.57 0.120 63.1 1.018 23.52 0.7 283 3.56 7.90 0.543 24.96 7.0 0.083 0.346 N.A. 1.094 Y 0.595 15.3 0.7 7.6 0.9844 6.30 0.3281 13.59 15 7.71 0.120 64.2 1.012 23.38 0.7 283 3.56 8.04 0.553 25.83 7.6 0.083 0.361 N.A. 1.092 Y 0.608 14.5 0.7 8.3 0.9786 6.85 0.3367 12.84 16 7.85 0.120 65.4 1.006 23.24 0.7 283 3.56 8.19 0.563 26.73 8.2 0.083 0.375 N.A. 1.091 Y 0.621 13.7 0.7 8.9 0.9731 7.41 0.3442 12.11 17 7.98 0.120 66.5 0.999 23.09 0.7 283 3.56 8.34 0.573 27.63 8.8 0.083 0.388 N.A. 1.090 Y 0.634 12.9 0.8 9.6 0.9678 7.97 0.3508 11.40 18 8.12 0.120 67.7 0.993 22.94 0.7 283 3.56 8.49 0.584 28.56 9.4 0.083 0.401 N.A. 1.088 Y 0.647 12.1 0.8 10.3 0.9626 8.55 0.3566 10.72 19 8.26 0.120 68.9 0.986 22.78 0.7 283 3.56 8.63 0.595 29.49 10.1 0.083 0.413 N.A. 1.087 Y 0.660 11.4 0.9 11.0 0.9577 9.14 0.3616 10.05 20 8.40 0.120 70.0 0.979 22.62 0.7 283 3.56 8.78 0.605 30.44 10.8 0.083 0.425 N.A. 1.086 Y 0.673 10.6 0.9 11.7 0.9529 9.74 0.3659 9.40 21 8.54 0.120 71.2 0.972 22.46 0.7 283 3.56 8.93 0.616 31.41 11.4 0.083 0.436 N.A. 1.084 Y 0.687 9.9 1.0 12.4 0.9482 10.35 0.3696 8.78 22 8.68 0.120 72.3 0.965 22.29 0.7 283 3.56 9.08 0.627 32.39 12.1 0.083 0.447 N.A. 1.083 Y 0.700 9.3 1.0 13.1 0.9437 10.97 0.3727 8.17 23 8.82 0.120 73.5 0.957 22.12 0.7 283 3.56 9.22 0.639 33.39 12.8 0.083 0.458 N.A. 1.082 Y 0.714 8.6 1.1 13.9 0.9393 11.61 0.3754 7.59 24 8.96 0.120 74.6 0.950 21.94 0.7 283 3.56 9.37 0.650 34.40 13.6 0.083 0.468 N.A. 1.080 Y 0.728 8.0 1.1 14.7 0.9351 12.25 0.3777 7.03 25 9.10 0.120 75.8 0.942 21.76 0.7 283 3.56 9.52 0.662 35.43 14.3 0.083 0.477 N.A. 1.079 Y 0.742 7.4 1.1 15.4 0.931 12.91 0.3795 6.50 26 9.23 0.120 77.0 0.934 21.57 0.7 283 3.56 9.66 0.674 36.47 15.0 0.084 0.486 N.A. 1.078 Y 0.756 6.8 1.2 16.2 0.927 13.58 0.381 5.98 27 9.37 0.120 78.1 0.925 21.37 0.7 283 3.56 9.81 0.688 37.53 15.8 0.084 0.496 N.A. 1.076 Y 0.770 6.2 1.2 17.0 0.9232 14.25 0.3666 5.49 28 9.28 0.142 65.3 0.916 21.17 0.7 283 3.56 11.46 0.702 44.23 16.6 0.073 0.440 N.A. 1.075 Y 0.784 5.7 1.2 17.8 0.9733 14.95 0.3516 5.02 29 9.42 0.142 66.3 0.907 20.96 0.7 283 3.56 11.64 0.716 45.51 17.4 0.074 0.447 N.A. 1.074 Y 0.797 5.2 1.3 18.7 0.9688 15.66 0.3518 4.58 30 9.56 0.142 67.3 0.898 20.74 0.7 283 3.56 11.81 0.731 46.80 18.2 0.074 0.454 N.A. 1.072 Y 0.811 4.7 1.3 19.5 0.9643 16.38 0.3518 4.15 31 9.70 0.142 68.3 0.888 20.51 0.7 283 3.56 11.99 0.745 48.12 19.0 0.075 0.460 N.A. 1.071 Y 0.825 4.3 1.4 20.4 0.96 17.12 0.3516 3.74 32 9.84 0.142 69.3 0.878 20.28 0.7 283 3.56 12.17 0.760 49.45 19.8 0.075 0.467 N.A. 1.070 Y 0.839 3.8 1.4 21.2 0.9559 17.87 0.3514 3.36 33 9.98 0.142 70.3 0.867 20.03 0.7 283 3.56 12.34 0.775 50.80 20.7 0.075 0.473 N.A. 1.068 Y 0.853 3.4 1.4 22.1 0.9518 18.64 0.351 3.00 34 10.12 0.142 71.3 0.856 19.77 0.7 283 3.56 12.52 0.791 52.17 21.5 0.076 0.479 N.A. 1.067 Y 0.867 3.0 1.4 23.0 0.9479 19.42 0.3505 2.65 35 10.26 0.142 72.2 0.849 19.61 0.7 283 3.56 12.69 0.806 53.55 22.4 0.076 0.484 N.A. 1.066 Y 0.881 2.7 1.5 23.9 0.944 20.22 0.3499 2.33 36 10.40 0.142 73.2 0.849 19.61 0.7 283 3.56 12.87 0.822 54.96 23.3 0.077 0.490 N.A. 1.065 Y 0.896 2.3 1.5 24.8 0.9403 21.04 0.3493 2.03 37 10.54 0.142 74.2 0.849 19.61 0.7 283 3.56 13.04 0.838 56.38 24.2 0.077 0.495 N.A. 1.063 Y 0.910 2.0 1.5 25.7 0.9367 21.87 0.3486 1.75 38 10.68 0.142 75.2 0.849 19.61 0.7 283 3.56 13.22 0.934 57.82 25.3 0.085 0.506 N.A. 1.062 Y 1.203 1.7 1.6 26.8 0.9331 22.71 0.3484 1.49 39 10.82 0.142 76.2 0.849 19.61 0.7 283 3.56 13.39 0.951 59.28 26.5 0.085 0.516 N.A. 1.060 Y 1.218 1.4 1.6 28.1 0.9297 23.65 0.3487 1.25 40 10.96 0.142 77.2 0.849 19.61 0.7 283 3.56 13.57 0.967 60.75 27.7 0.086 0.525 N.A. 1.058 Y 1.233 1.2 1.6 29.3 0.9263 24.61 0.3488 1.04 41 11.10 0.142 78.2 0.849 19.61 0.7 283 3.56 13.75 0.984 62.25 28.9 0.086 0.534 N.A. 1.056 Y 1.248 1.0 1.6 30.6 0.923 25.59 0.3489 0.84 42 11.24 0.142 79.1 0.849 19.61 0.7 283 3.56 13.92 1.001 63.76 30.2 0.086 0.543 N.A. 1.055 Y 1.264 0.8 1.7 31.8 0.9198 26.58 0.3488 0.66 43 11.38 0.142 80.1 0.849 19.61 0.7 283 3.56 14.10 1.019 65.29 31.5 0.087 0.551 N.A. 1.053 Y 1.279 0.6 1.7 33.1 0.9167 27.59 0.3487 0.51 44 11.52 0.142 81.1 0.849 19.61 0.7 283 3.56 14.27 1.036 66.84 32.8 0.087 0.559 N.A. 1.051 Y 1.295 0.4 1.7 34.4 0.9137 28.62 0.3484 0.37 45 11.66 0.142 82.1 0.849 19.61 0.7 283 3.56 14.45 1.054 68.40 34.1 0.088 0.566 N.A. 1.050 Y 1.311 0.3 1.7 35.8 0.9107 29.66 0.3481 0.26 46 11.80 0.142 83.1 0.849 19.61 0.7 283 3.56 14.62 1.072 69.99 35.4 0.088 0.574 N.A. 1.048 Y 1.328 0.2 1.7 37.1 0.9078 30.73 0.3477 0.17 47 11.94 0.142 84.1 0.849 19.61 0.7 283 3.56 14.80 1.090 71.59 36.7 0.088 0.581 N.A. 1.047 NA 1.344 0.1 1.7 38.4 0.905 31.81 0.3472 0.09 48 12.08 0.142 85.1 0.849 19.61 0.7 283 3.56 14.98 1.108 73.21 38.1 0.089 0.588 N.A. 1.045 NA 1.361 0.0 1.7 39.8 0.9022 32.91 0.3467 0.04 49 12.22 0.142 86.0 0.849 19.61 0.7 283 3.56 15.15 1.127 74.85 39.4 0.089 0.595 N.A. 1.044 NA 1.377 0.0 1.7 41.2 0.8995 34.02 0.3461 0.01 50 12.36 0.142 87.0 0.849 19.61 0.7 283 3.56 15.33 1.142 76.51 40.8 0.089 0.601 N.A. 1.042 NA 1.394 0.0 1.7 42.5 0.8969 35.16 0 0.00 Page
11 ATTACHMENT 2
KNA

STRUCTURAL ENGINEERS
Seismic Loading
Reference: 2022 CBC, ASCE 7-16
INPUT:

Job Location: Costa Mesa, CA
Site Class D-Default ASCE

0.2 Sec MCE, Ss 1.312 g ASCE

1.0 Sec MCE, S1 0.469 g ASCE
Site Coeff., Fa 1.200 ASCE
Site Coeff., Fv 1.831 ASCE
SMS = Fa SS 1.574 g ASCE

SM1 = Fv S1 0.859 g ASCE
SDS = 2/3SMS 1.050 g ASCE
SD1 = 2/3SM1 0.572 g ASCE
Ts =SD1/SDS 0.545 sec
Long Period transition period, TL 8.0 sec ASCE 7-16 -Figure 22-12 Risk Category II Table 1604.5
Seismic Design Category D 2022 CBC Section 1613.3.5
OUTPUT:

Light Pole Class LS50-AB
Fundamental Period, T 1.62 sec 1/Pole Natural Frequency

Seismic coeff., R 1.5 ASCE 7-16 Table 15.4-2
Overstrength Factor, Ω 1.5 ASCE 7-16 Table 15.4-2
Importance Factor, I 1.00 ASCE 7-16 Section 15.4.1.1 & Table 1.5-2 Redundancy factor, ρ 1.0 ASCE 7-16 Section 15.6

DESIGN SEISMIC FORCE
V = CSW ASCE 7-16 Eqn. 12.8-1
CS = SDS/(R/I) for T≤TS 0.700 g ASCE 7-16 Eqn. 12.8-2
Cs max. for 1.5Ts <T≤ TL, Cs =1.5 SD1/T(R/I) 0.353 g ASCE 7-16 Sect. 11.4.8 & Eqn. 12.8-3 CS min = 0.044SDSI ≥ 0.03 0.046 g ASCE 7-16 Eqn. 15.4-1 if S1≥ 0.6g, CS min = 0.8S1/(R/I) N.A. g ASCE 7-16 Eqn. 15.4-2 Load Combination, 1.2D+ 1.0E ASCE 7-16 Section 2.3.2 Load Comb 5 where E = Eh + Ev ASCE 7-16 Eqn. 12.4-1
and Eh = pQE 0.353 W ASCE 7-16 Eqn. 12.4-3
and Ev = 0.2SDSD 0.210 D ASCE 7-16 Eqn. 12.4-4
Load Combination, 1.2D + (pQe + 0.2SDSD)
Load Combination, 1.2D + (pQe + 0.2SDSD) 1.410 D + 0.353 W Total Seismic Weight, W = 1.543 kips See following page SEISMIC SHEAR, V = 0.682 kips < 1.387 kips WIND SHEAR WIND CONTROLS 11/7/2023 Page
12 ATTACHMENT 2
KNA

STRUCTURAL ENGINEERS
Seismic Loading
Vertical Distribution of Seismic Force, Fx = CvxV ASCE7-16 Eqn. 12.8-11 & Section 12.8.5 k= 1.560
Item w hx wxhxk wxhxk/∑wxhxk Cvx*V OTM
Fixtures 0.211 49.07 92 0.308 0.168 8.24
Fixtures 0.211 49.07 92 0.308 0.168 8.24
0 0.000 0.000 0.00
0 0.000 0.000 0.00
Top Pole Section 0.043 48.20 18 0.062 0.034 1.62
2nd Pole Section 0.253 34.30 63 0.211 0.115 3.95
1st Pole Section 0.358 12.75 19 0.064 0.035 0.44
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
0 0.000 0.000 0.00
ECE 0.080 15.00 5 0.018 0.010 0.15
1/2 Precast base above grade 0.387 7.25 8 0.029 0.016 0.11 Sum 1.543 297 1.000 0.545 22.76
Total Dead Load at grade 1.929
SEISMIC OTM = 22.76 kip-ft < 41.95 kip-ft Wind OTM WIND CONTROLS 11/7/2023 Page
13 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 2B
Pole Calcuations - Page 1
ACI 31
8-14
Inputs
Pole Type fpy = Strand Yield Strength
Do = Outer Diameter fpu = Strand Ultimate Strength
Di = Inner Diameter f'c = 28 Day St rength of Concrete Dtc = Diamete r of Tendon Circle Es = Elastic Modulus of Strand dt = Strand Diameter IPF = Initial Prestress Factor
n = Number of Tendons PLF = Prestress Loss Factor
Aps = Area of Single Strand a =
Φ = Resista
nce Factor c =
ß1 = f'c ≥ 8 ksi
Determine Concrete Compression Forces (Bending Only)
Calculate the Properties of the Compression Zone
A.
co = Do/3 = Initial G uess
ro = Do /2 =
Θo = 2 * cos-1 ((ro - a)/ro) =
Io = ro
4/8* Θo-sin(Θo)+(2*sin(Θo)*sin(Θo/2)²) =
Ao = (ro²*cos-1*(ro-a)/ro)-((ro-a)*√((2*ro*a)-a²) =
yro = (4*ro*sin(Θo/2)³)/(3*(Θo-sin(Θ.))) =
B.
ri = Di/2 =

ai =
Θi = 2 * cos-1((ri - ai)/ri) =
Ii = ri
4/8* Θi-sin(Θi)+(2*sin(Θi)*sin(Θi/2)²) =
Ai = (ri²*cos-1*(ri-a)/ri)-((ri-a)*√((2*ri*a)-a²) =
yri = (4*ri*sin(Θi/2)³)/(3*(Θi-sin(Θi))) =
Note:

3.56 in

58.6 in²

0.65 3.97 in

2. 36
450.9 in^4

29.36 in²

3.80 in

1.26 7.5 in^4

1.2 in²

2.49 in

0.54 in
435.9 in^4

3.85 in

0.153 in²

28.1 in²
Calculate the Combined Section Properties:

Calculate the Section Properties based on Outer Radius (Note: These Calculations Assume there is no core in the pole)

5.96 in
Calculate the Section Properties based on Inner Radius (Note: These Calculations Assume there is no core in the pole)

2.81 in
If the inner raidius is outside the compression zone, I i & Ai will be set to 0

5.67 in

3.69 in

11.92 in
2B

0.90 5.625 in
9 in

0.5 in
10 0.82
230.0 ksi
270.0 ksi

9.5 ksi
29000.0 ksi

0.64 a
ai
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
14 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 2B
Pole Calcuations - Page 2
Determ
ine Concrete Compression Forces (Bending Only)
Conclusion Continued
B. Comp
ute the Effective Compression Area
Note:

Apscomp = Nc * Aps =
Ae = Ac - Apscomp =
C.

Fc = Ae *

66.4 k*ft

25.2 k*ft
223.6 kip
0 kip
223.6 kip
Effective Area of Concrete in Compression
Compute the Compression Force

21.7 5.67 in

0.46 in²

27.69 in²

0.0049

0.0079
141.7 ksi
Then number of strands in compression (Nc) is
determinde by the results of the calculations in the
Tendon Strain Table.
176.9 ksi

0.0025

91.6 kip*ft

82.4 kip*ft

42.5 kip*
ft
141.7 ksi

0.85 0.40
Centroid of Effective
Concrete Compression Area
~
Effective Concrete
Compression Area
Neutral Axis
a
ro
d
c
Tendon with Maximum
Tensile Strainy͞
y͞c
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
15 ATTACHMENT 2
engineer: CLC
design: Musco Pole Design 2B
Pole Calcuations - Page 3
Calcul
ation of Mcr and Other Properties
nt = n - nc =
dp = Σ Elevations of Tendons in Tension/nt =
Distanc
e from Centroid of Tension Steel to Center of Pole
d =
dp - ro =
bo = Do - dp =
Area of
the Outer Region Determined by bo
Aco' = ro²*cos-1((ro-bo)/ro)-((ro-bo)*√((2*ro*bo)-ro²)) = Area of the Outer Region Determined by bi
bi = bo - (ro - ri) =
Aci' = ri²*cos-1((ri-bi)/ri)-((ri-bi)*√((2*ri*bi)-ri²)) = A'' = Ac
o'-Aci'=
Atot = π*(ro²-ri²) = Total C oncrete Area
bdp = At = Atot - A'' =
fr = 7.5*√f'c = Modulus of Rupture
fpe = n*Aps*fse/Atot =
Ig = π/4 * ((Do)4-(Di)4) = Moment of Inertia of Gross Section Mcr = (fr+fpe)/At*(Ig/ro) = Crackin g Moment (ACI 318-14 24.2.3.9) ρ = Reinforcement Ratio

42.5 k*in
2499.3 psi
731.0 p
si

0.0197
7 7.64 in

1.68 in

4.28 in

36.0 in²

1.13 in

3.6 in²

32.4 in²

86.7 in²

54.3 in²
941.86 in
ri
ro dp
At
rt
Centroid of the
Strand in Tension
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerP
ipe.com
16 ATTACHMENT 2
project:
project number:
engineer: CLC
design: Musco Pole Design 2B
Pole Calcuations - Tendon Line Tension Table
ACI 318-14
n
t = Number of Tendons Aps = Area of a Strand
E = Modulus of Elasticity c =
15 16
17 18
10 11
1 4
12 13
223.59

0.00 0.00

0.00 1461.40
19 20
21 22
23 24

0.0000
25 26

25.20 0.00

0.00 0.00

0.0000

51.2475

38.1902
MOMENT
(FT-KIPS)

13.14 20.24

7.18 0.0000

0.0000

27.6265

11.7958

0.0000

0.00 0.00

0.00 0.00
-3.50
-7.71
-4.14

0.00 0.00

0.0000

0.0000
Σ =

0.0000

0.0000
LINE
n

LINE STRAIN
S(e
b + εse)

0.0074

0.0027

0.0000

0.0116

0.0062

0.0086

0.0139
1 2
3 4
5 6
7 8
9 10 0.153 in²
29000 ksi 5.67 in

0.0000

0.0000
fps
(KSI)
215.18
403.99
334.95
249.61
180.57

77.10 0.0000

0.0000

0.0000
FORCE
(KIPS)

32.9230

61.8111
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
17 ATTACHMENT 2
project:
project number:
engineer: CLC
design: Musco Pole Design 2B
Pole Calcuations - Tendon Line Tension Table
ACI 31
8-14
nt = Number of Tendons c = From Iteration
ro = Outer Radius εse = Prestressing Strain
Dtc = Diameter of Tendon Circle εsmax = Maximum Tendon Yield Strain a = ß1 * c
Σ = 3
0 0
0 0
0 0.00

0.00 0.00

0.000
0 0
0 0
0 0.00

0.00 0.00

0.00 0.00
0 0

10.46 9.60

7.35 4.57

0.00 0.00

0.00 0.0074

0.0070

0.0058

0.0043

0.0031

0.0027

0.0031
0 0
0 0
1 1
1 NA
NA
NA

4.57 7.35

9.60 0.00

0.00 0.00
0 0
0 -0.0006
-0.0018
-0.0022
-0.0018
-0.0006

0.0009
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

7.35 9.60
NA

4.57 NA
NA
NA
NA
NA

0.0043

0.0058

0.0070
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
144
180
216

10.46 9.60

7.35 4.57

2.32 1.46

2.32 NA
NA
NA
NA
0 36
72 NA
NA
NA
NA
NA
NA

2.51 3.14

3.77 4.40

5.03 5.65
288
324
NA
NA
NA
TENDON w/in
COMP.

BLOCK?
(Y = 1, N = 0)
TENDON ELEV.

TO THOSE IN TEN.
(FROM COMP. SIDE)

BENDING
STRAIN
εb
TOTAL
STRAIN
εb + es
e
NA
NA
NA
NA
NA
NA

0. 00

0.63 1.26

1.88 22
23 24
25 26
16 17
18 19
20 21
10 11
12 13
14 15
4 5
6 7
8 9
(DEGREES)
TENDON
#
1 2
3 10

5.96 in
9 3.69 in
ANGLE
(FROM VERT)
(RADIANS)

53.50 in

5.67 in

0.0049

0.0079
0 0
0 NA
NA
NA
NA
NA

0.0021
NA
252
108

0.0021

0.0009
(FROM COMP. SIDE)

0.0025
TENDON ELEV.
(INCHES)
ANGLE
(FROM VERT)
12/5/2022
6655 Wedgwood Road, Ste 130 Maple Grove, MN 55311
RinkerPipe.com
18 ATTACHMENT 2

DESIGN OF EMBEDDED POLE FOOTING-

NONCONSTRAINED
2019 CBC Section 1807.3.2.1
KNA STRUCTURAL ENGINEERSMark/Type LS50-A LS50-AB
Grade
INPUT
Shear, P lbs = 540 832
height of P above grade, h ft = 29.3 31.2
allow lateral brg pressure, s psf/ft = 200 200
max allow lateral brg pressure psf/ft = 2400 2400
Pier Diameter, b ft = 2.5 2.5

OUPUT
Moment at grade, M ft-lbs = 15,826 25,999
acting lateral brg pressure, S1 psf = 443 526
allow lateral brg pressure, S1 psf = 443 526
A=2.34P/(S1b) = 1.14 1.48
Min req'd embedment, d ft = 6.64 7.88
=A/2{1+(1+4.36h/A)1/2}
Add Depth to Ignore 1.00 1.00
Total Embed Required 7.64 8.88
USE 30 IN DIAMETER ---> 8'-0
USE 30 IN DIAMETER ---> 10'-0
Page
19 ATTACHMENT 2
ASCE 7 Hazards Report
Address:

No Address at This Location
Standard: ASCE/SEI 7-16 Latitude: 33.670293
Risk Category: II Longitude: -117.893252
Soil Class: D - Default (see
Section 11.4.3)
Elevation: 51.389649551292884 ft
(NAVD 88)
Wind
Results:

Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Nov 07 2023
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =

0.00143, MRI = 700 years).

Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.

Page 1 of 3 ends

APPENDIX A
ATTACHMENT 2
SS : 1.312
S1 : 0.469
F a : 1.2
F v : N/A
SMS : 1.574
SM1 : N/A
SDS : 1.05
SD1 : N/A
T L : 8
PGA : 0.565
PGA M : 0.677
F PGA : 1.2
Ie : 1
Cv : 1.362
Seismic
Site Soil Class:

Results:

Data Accessed:

Date Source:

D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.

Tue Nov 07 2023

Page 2 of 3 ends

ATTACHMENT 2
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool.

Page 3 of 3 ends

ATTACHMENT 2
ATTACHMENT 2

M-1911-enUS-10 Jack Hammett Sports Complex LED Retrofit, Project # 224349 Project Submittal: Bill of Materials
Equipment Description
56 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-900 luminaires 16 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-1200 luminaires 36 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-1500 luminaires  F a c t o r y wired and assembled pole top luminaire assemblies  F a c t o r y wired electrical component enclosures
 F a c t o r y built wire harnesses with plug-in connections Controls
1 24” x 72” Control and monitoring cabinet
1 24” x48” Control and monitoring cabinet
1 24” x 72” Control and monitoring cabinet- secondary
28 30-amp contactors
8 On-Off-Auto (OOA) switches
Warranty

Musco’s Constant 25™ product assurance and warranty program that eliminates 100% maintenance costs for 25 years, including labor, materials, monitoring and guaranteed light levels.

ATTACHMENT 2

M-1911-enUS-10 Tewinkle Park Bark Park, Project # 215827 Project Submittal: Bill of Materials
Equipment Description
37 CREE OSQ LED Fixtures LED
13 27’ Valmont soft square steel pole with base plate
Controls
1 24” x 48” Control and monitoring cabinet
5 30-amp contactors
1 On-Off-Auto (OOA) switches
Warranty

Musco’s 10-Year warranty guarantees your lighting system to be free from defects in materials and workmanship. This includes labor and materials to replace defective parts or repair defects in workmanship.

ATTACHMENT 2

M-1911-enUS-10 Tewinkle Park Baseball Softball LED Relight, Project # 215836 Project Submittal: Bill of Materials
Equipment Description
14 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-900 luminaires 66 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-1200 luminaires 18 Light-Structure System™ Retrofit Total Light Control™ TLC-LED-1500 luminaires 32 Light-Structure System™ Retrofit Total Light Control™ TLC-BT-575 luminaires  F a c t o r y wired and assembled pole top luminaire assemblies  F a c t o r y wired electrical component enclosures
 F a c t o r y built wire harnesses with plug-in connections Controls
1 24”x 72” Control and monitoring cabinet primary
1 24” x 72” Control and monitoring cabinet secondary
24 30-amp contactors
4 On-Off-Auto (OOA) switches
Warranty

Musco’s Constant 25™ product assurance and warranty program that eliminates 100% maintenance costs for 25 years, including labor, materials, monitoring and guaranteed light levels.

ATTACHMENT 2

M-1911-enUS-10 Tewinkle Park Tennis , Project # 215837 Project Submittal: Bill of Materials
Equipment Description
46 Light-Structure System™ Total Light Control™ TLC-LED-550 luminaires 2 Light-Structure System™ Total Light Control™ TLC-LED-900 luminaires 14 50’ galvanized steel poles
14 Pre-cast concrete foundations (9,500 PSI) with integrated grounding Controls
2 24” X 72” Control and monitoring cabinet
Warranty

Musco’s Constant 25™ product assurance and warranty program that eliminates 100% maintenance costs for 25 years, including labor, materials, monitoring and guaranteed light levels.

ATTACHMENT 2

CITY OF COSTA MESA

ORANGE COUNTY, CALIFORNIA

NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND

SPECIAL PROVISIONS FOR

LED LIGHTING INSTALLATION AT CITY PARKS

AND ATHLETIC FACILITIES PROJECT
CITY PROJECT NO. 23-09
Prepared Under the Direction of
Seung Yang, P.E.

City Engineer
Copy No. ___________ Checked by ATTACHMENT 2
i

TABLE OF CONTENTS

PAGE NUMBER
TABLE OF CONTENTS .............................................................................................................. i NOTICE INVITING BIDS ............................................................................. N-1 THRU N-2 INFORMATION FOR BIDDERS ............................................................... B-1 THROUGH B-6 BID SCHEDULE AND PROPOSAL ........................................................ P-1 THROUGH P-11 GENERAL PROVISIONS ............................................................................ GP-1 THROUGH GP-26

TECHNICAL PROVISIONS

MISCELLANEOUS CONTRACT DOCUMENTS

PROJECT LOCATION MAP
ATTACHMENT 2
N-1

CITY OF COSTA MESA

ORANGE COUNTY, CALIFORNIA

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Costa Mesa (“City”) invites sealed bids, to be submitted electronically only, for the following project:

LED LIGHTING INSTALLATION AT CITY PARKS AND ATHLETIC FACILITIES PROJECT, CITY PROJECT NO. 23-09

Hammett Sports Complex, Costa Mesa Tennis Center, and the TeWinkle Park Athletic Complex.

The plans, specifications, and bid documents for this project can be obtained via the City’s PlanetBids portal at: https://www.planetbids.com/portal/portal.cfm?CompanyID=45476.

3. PRE-BID MEETING OR JOB WALK: NONE.

6. CONTRACTOR’S LICENSE: A valid California Contractor's License Class “C-10” (Electrical Contractor) issued by the California Contractors State License Board is required at the time the contract is awarded pursuant to California Public Contract Code section 3300. Each bidder must also be qualified as required by law at the time of the bid opening.

7. REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS: Pursuant to Labor Code sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed ATTACHMENT 2
N-2
in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work unless registered and qualified pursuant to Labor Code section 1725.5.

8. PREVAILING WAGES: This project is a “public work” subject to prevailing wage requirements.

9. PAYMENT BOND AND PERFORMANCE BOND: A Payment Bond and a Performance Bond, each in the amount of 100% of the contract amount, will be required of the successful bidder prior to award of the contract.

10. RETENTION: The City withholds five percent (5%) of each progress payment as retention. Pursuant to Public Contract Code section 22300, the successful bidder may substitute certain securities for money withheld by the City to ensure performance of the contract. At the request and expense of the contractor, securities equivalent to the amount withheld shall be deposited with the public agency, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to the contractor. Securities will be returned to the contractor upon satisfactory completion of the contract.

11. NON-DISCRIMINATION: The bidding process and contract are subject to State and Federal non- discrimination requirements, including but not limited to the requirement that no person or business shall discriminate on the basis of race, color, national origin, ancestry, religious creed, physical disability, mental disability, medical condition, marital status, sex, gender, gender expression, gender identity, sexual orientation, age, or military or veteran status in its solicitation, selection, hiring, or treatment of individuals or businesses in connection with the bidding process or work performed for the City in connection with the project.

12. CITY’S RIGHT TO REJECT BIDS: The City of Costa Mesa reserves the right, in its sole discretion, to reject any or all bids, or to waive any minor irregularities or informalities in any bid.

13. ADDITIONAL REQUIREMENTS: This project is subject to local, State, and Federal regulations and requirements, as detailed in the bid documents, including economic sanctions against the Russian Federation.

For all inquiries, please contact Rob Ryan, Maintenance Services Manager, Public Works Department, via e-mail at [email protected].

Brenda Green, City Clerk
City of Costa Mesa
Dated: October 5, 2023
ATTACHMENT 2
Project and Specification No. 23-09
B-1

INFORMATION FOR BIDDERS

1. PREPARATION OF BID FORM: The City of Costa Mesa (City) requires that bids be submitted on the proposal available on PlanetBids at such time and place as is stated in the Notice Inviting Bids. All information requested in the bid forms must be provided. All bids shall be submitted electronically via the City’s public bidding platform, PlanetBids only. No other form of submittal shall be accepted . It is the sole responsibility of the Bidder to see that his bid is received in proper time. Any bid received after the scheduled closing time for receipt of bids will be rejected. Each Bidder is responsible for acknowledging all addenda.

2. QUALIFICATION OF BIDDERS: Each Bidder shall submit a list of Construction Project References indicating Public Works and/or similar construction projects completed or in progress within the last 24 months. Forms for this purpose are furnished with the bid package.

3. BID SECURITY / BID BOND: Each bid shall be accompanied by either cash, cashier's check made payable to the City, a certified check made payable to the City, or a bidder's bond executed by an admitted surety insurer, made payable to the City, in an amount not less than 10% of the maximum amount of the bid. The Bidder’s Bond shell be signed by both, the bidder and the Surety; and both signatures shall be notarized. The bid security shall be given as a guarantee that the bidder shall execute the contract if it be awarded to him in conformity with the Contract Documents and shall provide the surety bond or bonds as specified therein within fourteen (14) days after a written Notice of Intent to Award Contract is deposited in the mail. NO electronic bid securities through e-mail or other electronic means will be accepted.

4. NONCOLLUSION AFFIDAVIT: Each bid shall be accompanied by a notarized Noncollusion Affidavit on a form which is included in the Contract Documents.

5. SIGNATURE: Via the PlanetBids platform, the bid must be electronically or digitally signed in the name of the Bidder and must be person or persons duly authorized to sign the bid on behalf of the Bidder.

6. CORRECTIONS: Any corrections made to the submitted bid must be made electronically via PlanetBids.

7. DELIVERY OF PROPOSAL: Proposals shall be submitted electronically via PlanetBids: https://www.planetbids.com/portal/portal.cfm?CompanyID=45476. No other form of submittal shall be accepted by the City.

8. BID DEPOSIT RETURN: Deposits of three of more low bidders, the number being at the discretion of the City, will be held for sixty (60) calendar days or until posting by the successful bidder of the Bonds and Certificates of Insurance required and return of executed copies of the Agreement, whichever first occurs, at which time the deposits will be returned.

ATTACHMENT 2
Project and Specification No. 23-09
B-2

9. TAXES: No mention shall be made in the proposal of Sales Tax, Use Tax or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.

10. WITHDRAWAL OF BIDS: Any bidder may withdraw his bid either personally, by written request, or by telegraphic request confirmed in the manner specified above at any time prior to the scheduled closing time for receipt of bids.

11. AGREEMENT AND BONDS: The Agreement form, which the successful bidder, as Contractor, will be required to execute, and the forms and amounts of surety bonds and Certificate of Insurance which he will be required to furnish prior to the execution of the Agreement, are included in the Contract Documents and should be carefully examined by the Bidder. The successful Bidder will be required to submit THREE (3) executed copies of the Agreement, the Performance Bond, the Payment Bond and the Certificate of Insurance. Payment and performance bonds shall be issued by a surety who is listed in the latest revision of U.S. Department of Treasury Circular 570 and Code of Civil Procedure Section 995.120. The Performance Bond and the Payment Bond shall be signed by both, the Bidder and the Surety; and both signatures shall be notarized.

12. FORFEITURE FOR FAILURE TO POST SECURITY AND EXECUTE AGREEMENT:

In the event the Bidder to whom the Notice of Intent to Award Contract is given fails or refuses to post the required bonds and Certificate of Insurance and return executed copies of the Agreement within fourteen (14) calendar days after notification, the City may declare the Bidder's bid deposit or bond forfeited as damages caused by the failure of the bidder to post such security and execute such copies of the Agreement, and may give Notice of Intent to Award Contract to the next lowest responsive and responsible bidder, or may call for new bids.

13. BIDDERS INTERESTED IN MORE THAN ONE BID: No person, firm or corporation shall be allowed to make, or file or be interested in more than one bid for the same work unless alternate bids are specifically called for.

14. EXAMINATION OF SITE AND CONTRACT DOCUMENTS: Each bidder shall visit the site of the proposed work and fully acquaint himself with the conditions relating to the construction and labor so that he may fully understand the facilities, difficulties, and restrictions attending the execution of the work under the contract. Bidders shall thoroughly examine and be familiar with the drawings and specifications. The failure or omission of any bidder to receive or examine any contract document, form, instrument, addendum, or other document or to visit the site and acquaint himself with conditions there existing shall in no way relieve any bidder from any obligation with respect to his bid or to the contract. The submission of a bid shall be taken as prima facie evidence of compliance with this section.

ATTACHMENT 2
Project and Specification No. 23-09
B-3

15. INTERPRETATION OF PLANS AND DOCUMENTS: If any Bidder contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the drawings, specifications, or other Contract Documents, or finds discrepancies in, or omissions from the drawings and specifications, it may submit to the Engineer a written request for an interpretation or correction thereof. The Bidder submitting the Request for Interpretation (RFI) shall be responsible for its prompt delivery and on the form included within this IFB (Page B-6) Any interpretation or correction of the Contract Documents will be made only by addendum duly issued and a copy of such addendum will be mailed or delivered to each person receiving a set of the Contract Documents. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any Bidder, and no Bidder is authorized to rely on any such unauthorized oral interpretation.

16. ADDENDA: The effect of all addenda to the Contract Documents shall be considered in the bid package and said addenda shall be made part of the Contract Documents and shall be returned with the bid package. Failure to submit any such addenda with the bid package may render the bid irregular and result in its rejection by the City.

17. QUESTIONS TO THE ENGINEER: Questions regarding the bid documents (i.e.

Plans, Specifications, Contract Documents, Bid Forms, etc.) will be received by the Engineer up to five (5) working days prior to the bid opening as specified in the Notice Inviting Bids. Questions asked of the Engineer after this time will not be addressed.

18. EQUIVALENT MATERIALS: Requests for the use of equivalents to those specified, must be submitted to the City. Only substitutions approved prior to bid due date via addenda Product Substitutions, will be considered. No substitutions will be considered after bid due date and contract award. It is the sole responsibility of the successful bidder to prove to the City that such a material is truly an equivalent.

19. EVIDENCE OF RESPONSIBILITY: Upon the request of the City, a bidder whose bid is under consideration for the award of the contract shall submit promptly to the City satisfactory evidence showing the Bidder's financial resources, its construction experience, and its organization and plant facilities available for the performance of the contract.

20. LEGAL RESPONSIBILITIES: All proposals must be submitted, filed, made and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any Bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications and other Contract Documents, and to full compliance therewith. Additionally, any Bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per diem wages as provided in Section 1773, et. seq. of the Labor Code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California.

ATTACHMENT 2
Project and Specification No. 23-09
B-4

21. ANTI-DISCRIMINATION: It is the policy of the City that in connection with all work performed under contracts, there be no discrimination against any prospective or active employee engaged in the work because of race, color, ancestry, national origin, religious creed, sex, age, or marital status. The Contractor agrees to comply with applicable Federal and California laws including, but not limited to, the California Fair Employment Practice Act, beginning with Government Code Section 12900, and Labor Code Section 1735. In addition, the Contractor agrees to require like compliance by any subcontractors employed on the work by him/her.

22. DRUG-FREE WORKPLACE POLICY: Contractor, upon notification of contract award, shall establish a Drug-Free Awareness Program to inform employees of the dangers of drug abuse in the workplace, the penalties that may be imposed upon employees for drug abuse violations occurring in the workplace, and the employee assistance programs available to employees. Each employee engaged in the performance of a City contract must be notified of this Drug-Free Awareness Program, and must abide by its terms. Contractor shall conform to all the requirements of City's Policy No. 100-5. Failure to establish a program, notify employees, or inform the City of a drug-related workplace conviction will constitute a material breach of contract and cause for immediate termination of the contract by the City.

23. BID PROTEST PROCEDURES: Any bid protest must be submitted in writing before 5:00 PM of the 5th business day following bid openings. The initial protest document shall contain a complete statement of the basis for the protest. The protest shall refer to the specific portion of the document which forms the basis for the protest. The protest shall include the name, address and telephone number of the person representing the protesting party. The party filing the protest shall concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest which may be adversely affected by the outcome of the protest. Such parties shall include all other Bidders or proposers who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest. Upon receipt of a bid protest, the matter shall be reviewed by the Public Services Director, whose decision shall be final. This procedure supersedes the procedure of appeal outlined in City of Costa Mesa Municipal Code Section 2-303.

24. ASSEMBLY BILL 626: Assembly Bill 626 (AB 626), adds section 9204 to the Public Contract Code creating a claims resolution process applicable to any claim (as defined) by a contractor against a public entity filed in connection with a public works project. Section 9204 applies to public works contracts entered into on and after January 1, 2017. The legislation was supposed to sunset (end) on January 1, 2020, unless extended by subsequent legislation. The summary of Section 9204 is specified as follows:

In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work, but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The Disputed Work will be categorized as an “unresolved dispute” and ATTACHMENT 2
Project and Specification No. 23-09
B-5
payment, if any, shall be as later determined by agreement or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims and other disputed matters.

All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to the dispute procedures set forth in Public Contract Code Section 9204 and Public Contract Code Section 20104, et seq. (Article 1.5), to the extent each is applicable. This Contract hereby incorporates those provisions as through fully set forth herein. Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and Section 20104 et seq. (if applicable), and must then adhere to Section 20104, et seq. and Section 9204, as applicable, pursuant to the definition of “claim” as individually defined therein.

ATTACHMENT 2
Project and Specification No. 23-09
B-6

REQUEST FOR INTERPRETATION OF CONTRACT DOCUMENTS
Date:

Time:

Company:

Contact Person:

Address:

Telephone: FAX:

Plan Sheet:

Specification Section:

INTERPRETATION REQUESTED:

REPLY:

T0 A/E:

ATTACHMENT 2
P-1 BID PROPOSAL

PROPOSAL

FOR THE

LED LIGHTING INSTALLATION AT CITY PARKS

AND ATHLETIC FACILITIES PROJECT,
CITY PROJECT NO. 23-09
The Honorable City Council
City of Costa Mesa
77 Fair Drive
Costa Mesa, CA 92626
Dear Council Members:

In compliance with the NOTICE INVITING BIDS FOR THE LED LIGHTING

INSTALLATION AT CITY PARKS AND ATHLETIC FACILITIES PROJECT, CITY PROJECT NO. 23-09, a copy which is hereto attached, the undersigned has carefully examined the location of the proposed Work, the Plans, Specifications and other Contract Documents and is therefore satisfied as to the conditions to be encountered, as to the character, quality and quantity of work to be performed and materials to be furnished and as to the requirements of the specifications and the Contract. It is mutually agreed that the submission of a proposal shall be considered prima facie evidence that the BIDDER has made such examination.

If awarded the Contract, the undersigned agrees to commence the Work under the Contract WITHIN TEN (10) WORKING DAYS AFTER DATE OF CONTRACT, AND COMPLETE SAID WORK WITHIN FORTY (40) WORKING DAYS from the first day of commencement of such work unless legal extension is granted in accordance with the terms set forth in the specifications, and to perform and complete the Work as shown on the Plans and in accordance with the Specifications and other Contract Documents, and to furnish all labor, materials, tools and equipment necessary to complete the Work in-place therefor, in the manner and time herein prescribed at the following prices, to wit:

ATTACHMENT 2
P-1c
___________________________________________________________________ ___________________________________________________________________ The award of the Contract shall be based on the lowest responsive Bid amount, and the City reserves the right to delete one or more bid items and/or to increase and/or to decrease bid items’ quantities.

The CITY also reserves the right to reject all Bids.
_____________
Bidder's Initials

BID SCHEDULE PROPOSAL
ITEM
# BID ITEM DECRIPTION QTY. UNIT
UNIT
PRICE
(in figures)
ITEMS
TOTAL
(in figures)
LED LIGHTING INSTALLATION AT CITY PARKS AND ATHLETIC FACILITIES:
1 All Labor, Parts, Materials, Equipment,
Deliveries, Setup, Mobilization, etc., to Fully
Install and Operate City-Furnished Light-
Emitting Diode (LED) Lights at the Following
City Parks and Athletic Facilities: Bark Park,
Jack R. Hammett Sports Complex, Costa
Mesa Tennis Center, and the TeWinkle Park
Athletic Complex
1 L.S.

TOTAL BID PROPOSAL FIGURES: $
TOTAL BID PROPOSAL (Words):

P-1a
ATTACHMENT 2
P-1c

PROPOSAL BID SCHEDULE
(CONTINUED)
NOTES:

1. The accuracy of estimate quantities as shown is not guaranteed; the Bidder shall make his/her own estimate from the drawings and field review for verification. If the unit price and the total amount are different, the unit price will control the bid. Payment shall be based on actual work done and/or actual quantities used.

2. The City reserves the right to delete one or more bid items and/or to increase or decrease bid items’ quantities, at no additional cost to the City.

3. FA designates force account. Payment shall be made on a time and materials basis, only if directed by the ENGINEER.

4. (F) Designates Final Pay Item. When an item of work is designated as “FINAL PAY ITEM” in the Specifications, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work.

The estimated quantity for each item of work designated as “FINAL PAY ITEM” in the Specifications, shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity.

In case of discrepancy between the quantity shown in the Engineer’s Estimate for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Engineer’s Estimate.

5. Bidder declares that it has read and understands Items 14 & 15 of Information for Bidders (Page B-2 and B-3).

6. Bidder agrees to initial or notarize (if applicable) all pages on P-1, P-1a, P-1b, P1-c, and through P-11 uploaded onto PlanetBids.
_____________
Bidder's Initials
P-1b
ATTACHMENT 2
Project and Specification No. 23-09
P-2 PROPOSAL SCHEDULE

PROPOSAL SCHEDULE
(CONTINUED)
(Please Type or Print)
Total Amount for Base Bid (in written words)
($ )
in figures
Contractor's Lawful Name: _______________________________________________ Bidder's Name: Bidder's Initials:

Contractor's License No. Expiration:

Contractor's Taxpayer I.D. Number:

Contractor's DIR Registration Number:

Signature: Date:

Contractor's Address:

Telephone Number:( ) Mobile No.:( ) ___________ Fax Number: ( ) E-mail:
24-Hour Emergency Contacts:

Telephone Number: ( )
Name
Mobile No.: ( ) ________________
Telephone No.: ( )
Name
Mobile No.: ( ) ________________
Telephone No.: ( )
Name
Mobile No.: ( ) ________________
_____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-2a PROPOSAL SCHEDULE

PROPOSAL SCHEDULE
(CONTINUED)
The Contractor agrees that the City will not be held responsible if any of the approximate quantities shown in the foregoing proposal shall be found incorrect, and he shall not make any claim for damages or for loss of profits because of a difference between the quantities of the various classes of work as estimated and the work actually done. If any error, omission or misstatements shall be discovered in the estimated quantities, it shall not invalidate this contract or release the Contractor from the execution and completion of the whole or part of the work herein specified, in accordance with the specifications and the plans herein mentioned and the prices herein agreed upon and fixed therefore, or excuse him from any of the obligations or liabilities hereunder, or entitle him to any damages or compensation otherwise than as provided for in this contract.

The Contractor agrees that the City shall have the right to increase or decrease the quantity of any bid item or portion of the work or to omit portions of the work as may be deemed necessary or expedient, and that the payment for incidental items or work, not separately provided in the proposal shall be considered included in the price bid for other various items or work.

Accompanying this proposal is "Cash," "Certified Check," or "Bidder's Bond" (circle one) in the amount of
($ ) equal to at least ten (10%) percent of the total bid price, payable to the City of Costa Mesa, to guarantee that within fourteen (14) days after written notice is deposited in the mail, or the bidder has received notice by telephone, the bidder will furnish proper Certificates of Insurance, and required bonds satisfactory to the City and execute a contract in accordance with the proposal and in the manner and form required by the contract documents.

The undersigned deposits the above-named security as a proposal guarantee and agrees that it shall be forfeited to the City of Costa Mesa as Liquidated Damages if the above requirements are not complied with.
_____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-3 PROPOSAL SCHEDULE
Respectfully Submitted,
Contractor's Business Name Contractor Title Business Address: Street Singed By Title City State Zip Contractor's License No. and Classification Exp. Date Business Phone Number Date
Name Title Residence: Street
City State Zip Residence phone Number If the bid is by a corporation, state the names of the officers who can sign an agreement on behalf of the corporation and whether more than one officer must sign.

Corporation Taxpayer I.D. Number:

Can Sign Must Sign
Name
Name
Name
If the bid is by a partnership or a joint venture, state the names and addresses of all general partners and joint ventures.

Partnership or Joint Ventures Taxpayer I.D. Number:

Name
Address
Name
Address
If the bidder is a sole proprietorship or another entity that does business under a fictitious name, the bid shall be in the real name of the bidder with a designation following showing "DBA (the fictitious name)"; provided, however, no fictitious name shall be used unless there is a current registration with the Orange County Recorder.

The full names and residences of all persons and parties interested in the foregoing proposal, as principals, are as follows:

NOTE: Give first and last names in full; in case of corporation, give names of President, Secretary, Treasurer and Manager, and affix corporate seal; in case of partnerships and joint ventures, give names of all the individual members. _____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-4 CONSTRUCTION REFERENCES
Bidder shall signify receipt of all Addenda here, if any:

Addendum No. Date Received Bidder's Signature

CONSTRUCTION PROJECT REFERENCES
In order to more fully evaluate your firm’s background and experience for the project herein proposed, it is requested that you submit a list of Public Works and/or similar construction projects completed, or in progress, within the last 24 months. This information will be used to evaluate whether the bid is responsive and or responsible to the call for bids.

Date Project Awarded
Awarding Agency Agency's Contract
Administrator Contact
Information
____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-5 SUBCONTRACTOR DESIGNATION

DESIGNATION OF SUBCONTRACTORS
In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100-4113 of the Public Contract Code of the State of California, and any amendments thereto, each bidder shall set forth below the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement in an amount in excess of one-half (½) of one percent (1%) of the prime contractor's total bid or in the case of bids for the construction of streets or highways, including bridges, in excess of one-half (½) of one percent (1%) of the prime contractor’s total bid or ten thousand ($10,000) dollars, whichever is greater. Bidder shall further set forth the portion of the work, which will be done by each such subcontractor with its Department of Industrial Relations (DIR) registration number. Only one subcontractor for each such portion shall be listed.

If the contractor fails to specify a subcontractor for any portion of the work to be performed under the contract, he/she/it shall be deemed to have agreed to perform the balance of all work, which is not covered, and he/she/it shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth.

Subletting or subcontracting of any portion of the work to which no subcontractor was designated in the original bid, shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the Legislative Body of the Owner.

All information must be filled out and typed. Please use additional pages in this format if needed.

Bid
Item (s)
Number
%
Portion
of Work
Name, Address and E-mail of
Subcontractor
State License
Number
Class DIR Registration
Number
By submission of this proposal, the Bidder certifies:

1. That (I)(we)(it) is able to and will perform the balance of all work which is not covered in the above subcontractors listing.

2. That the AGENCY will be furnished copies of all subcontracts entered into by subcontractor for this project.
_____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-6 BIDDERS BOND

BIDDER'S BOND TO ACCOMPANY PROPOSAL
(Required if the bidder desires to submit bond instead of a certified or cashier's check.) KNOW ALL PEOPLE BY THESE PRESENTS:

That we, as
principals, and _______________________________________________________ as surety, are held and firmly bound unto the City of Costa Mesa, a municipal corporation, organized under the laws of the State of California and situated in Orange County in the sum of ________________________________________________ ($_____________) to be paid to the City, its successors and assigns, for which payment well and truly to be made, we bind ourselves, our heirs, executors, and administrators, successors or assigns, jointly and severally firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That is the certain proposal of the above bounden, _____________________, if accepted by the City of Costa Mesa, and if the above bounden, ________________________________________, his heirs, executors, administrators, successors and assigns, shall duly enter into and execute a contract for such construction, and shall execute and deliver the CERTIFICATE OF INSURANCE and the LABOR AND MATERIAL and the FAITHFUL PERFORMANCE BONDS described within fourteen (14) days from the date of the mailing of a notice of the above bounden, _________________________________________________, by and from the City, that said contract is ready for execution, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

IN WITNESS WHEREOF:

We hereunto set our hands and seals this _____ day of _____________, 20__. _______________________________ _______________________________ ________________________________ _______________________________ ________________________________ _______________________________ Contractor/ Principal Surety/Power of Attorney
(Notary Acknowledgement to be attached) (Notary Acknowledgment to be attached) _____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-7 CONTRACT ASSURANCE

CONTRACT ASSURANCE
The CONTRACTOR or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The CONTRACTOR shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as recipient deems appropriate.

The CONTRACTOR will require that the above provision is included in all subcontracts. _____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-8 NONCOLLUSION AFFADAVIT

NONCOLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them have in any way directly or indirectly entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF COSTA MESA whereby such affiant or affiants or either of them has paid or I s to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not directly or indirectly, entered into any arrangement or agreement with any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for on the attached bids; that no bid has been accepted from any subcontractor or supplier through any bid depository, the By-Laws, Rules, or Regulations of which prohibit or prevent the Contractor from considering any bid from any subcontractor or supplier which is not processed through said bid depository, or which prevent any subcontractor or supplier from bidding to any Contractor who does not use the facilities or accept bids from or through such bid depository; that bidder has not bid as subcontractor to other bidders; that no inducement of any form or character other than that which appears upon the face of the bid will be suggested, offered, paid or delivered to any person of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomsoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid.
_______________________________
Contractor Firm Name
_______________________________
Name of Principal
_______________________________
Title
_______________________________
Signature
Subscribed and sworn to before me by:
_________________________________
This ____ day of _____________, 20___.

My Commission Expires: ____________
Notary Public Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-9 WORKERS’ COMPENSATION INSURANCE

CONTRACTOR'S CERTIFICATION
OF

WORKERS' COMPENSATION INSURANCE REQUIREMENTS
FOR

PUBLIC WORKS PROJECTS
(Labor Code §1861)
I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract.

Dated:

CONTRACTOR
Company Name
PROJECT: LED LIGHTING INSTALLATION AT CITY PARKS

AND ATHLETIC FACILITIES PROJECT,
CITY PROJECT NO. 23-09
_____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-10 DRUG-FREE WORKPLACE

DRUG-FREE WORKPLACE POLICY
CONTRACTOR, upon notification of contract award, shall establish a Drug-Free Awareness Program to inform employees of the dangers of drug abuse in the workplace, the penalties that may be imposed upon employees for drug abuse violations occurring in the workplace, and the employee assistance programs available to employees. Each employee engaged in the performance of a CITY contract must be notified of this Drug- Free Awareness Program, and must abide by its terms. Failure to establish a program, notify employees, or inform CITY of a drug-related workplace conviction will constitute a material breach of contract and cause for immediate termination of the contract by CITY.

CONTRACTOR shall conform to all the requirements of CITY'S Policy No. 100-5.

A copy of this policy is attached to the sample contract agreement as an attachment in the Project Specifications.
_____________
Bidder's Initials
ATTACHMENT 2
Project and Specification No. 23-09
P-11 CAMPAIGN CONTRIBUTION DISCLOSURE

BIDDER/APPLICANT/CONTRACTOR CAMPAIGN

CONTRIBUTION DISCLOSURE FORM
Proposer/Consultant/Applicant is required to identify any campaign contribution or cumulative contributions greater than $249 to any city council member in the twelve months prior to submitting an application, proposal, statement of qualifications or bid requiring approval by the City Council.

Date Name of Donor
Company/Business
Affiliation
Name of
Recipient Amount
Except as described above, I/we have not made any campaign contribution in the amount of $250 or more to any Costa Mesa City Council Member in the twelve months preceding this Application/Proposal.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Bidder/Applicant/Proposer
Date
_____________
Bidder's Initials
ATTACHMENT 2
(GENPROVS)
GP-1

GENERAL PROVISIONS
SECTION 1 – GENERAL
1-2 GENERAL
[Add the following:].

Except as hereinafter provided, the provisions of the latest edition of the Standard Specifications for Public Works Construction (“Green Book”), and all amendments thereto, adopted by the Joint Cooperative Committee of Southern California Chapter, American Public Works Association, Southern California District and Associated Contractors of California; hereinafter referred to as Standard Specifications, are adopted as the "Standard Specifications of the City of Costa Mesa" and shall be considered as a part of these specifications. Copies of the Standard Specifications are available from the publisher:

BNi Building News
1612 S. Clementine Street
Anaheim, California 92802
(714) 517-0971
Where specified in these specifications, the latest edition of the California Building Code, based on the latest edition of the International Building Code, the latest edition of the "Standard Specifications and Standard Plans of the State of California, Department of Transportation, Division of Highways," "Standard Plans of the Orange County Environmental Management Agency," and "Los Angeles County Flood Control District, Design Manual, Standard Drawings" shall apply or unless otherwise noted in these specifications or at the direction of the ENGINEER.

Where referenced in these Specifications, the latest edition of the “City of Costa Mesa Standard Drawings” and the “Work Area Traffic Control Handbook (WATCH)” published by Building News, Inc., shall also apply.

The section numbers of these General Provisions coincide with those of the said Standard Specifications. Only those sections requiring amendment, elaboration, or specifying options, are called out.

The following modifications are made to the "Standard Specifications." If there is a conflict between the "Standard Specifications" and these modifications, these modifications shall have first precedence.

ATTACHMENT 2
(GENPROVS)
GP-2
1-2 TERMS AND DEFINITIONS
[Add or redefine the following:].
(a) AGENCY The City of Costa Mesa, California, hereinafter referred to as "CITY."
(b) BOARD The City Council of the City of Costa Mesa,
California, hereinafter referred to as "BOARD."
(c) CONTRACT

DOCUMENTS
Documents including but not limited to the following:

The proposal form P-1 through P-9b, Notice Inviting
Bids, Standard Specifications, General Provisions,
Special Provisions, Plans, Bonds, Insurance
Certificates, Agreement, and all Addenda setting
forth any modifications of the documents as furth er
specified in contract agreement.
(d) ENGINEER The administrating officer of the City of Costa Mesa or his authorized representative hereinafter referred
to as ENGINEER.
(e) BIDDER Any individual, firm, partnership, corporation, or combination thereof, submitting a bid proposal for
the work contemplated in the contract documents,
acting directly or through a duly authorized
representative, hereinafter referred to as BIDDER.
(f) LEGAL ADDRESS OF

CONTRACTOR
The legal address of the Contractor shall be the
address given on the Contractor's bid and is hereby
designated as the place to which all notices, letters
or other communications to the Contractor shall be
mailed or delivered.
(g) LABORATORY An established laboratory approved and authorized by the ENGINEER for testing materials and work
involved in the contract.
1-3 ABBREVIATIONS
CALTRANS State of California, Department of Transportation, Division of Highways
O.C.E.M.A. Orange County Environmental Management
Agency
L.A.C.F.C.D. Los Angeles County Flood Control District ATTACHMENT 2
(GENPROVS)
GP-3
1-6 BIDDING AND SUBMISSION OF THE BID
1-6.1 General
[Add the following:].

Proposal shall be made and submitted on proposal forms P-1 through P-9a in accordance with the Notice Inviting Bids. In addition to the required signatures in the spaces provided in the proposal forms, each BIDDER shall initial each sheet of the proposal forms at the bottom right hand corner.

No person, firm, partnership, corporation, or combination thereof shall be allowed to make or file or be interested in more than one bid for the same work, unless alternate bids are called for. A person, firm, partnership, corporation, or combination thereof who has submitted a sub-proposal to a BIDDER or who has quoted prices on materials to a BIDDER is not thereby disqualified from submitting a sub-proposal to or quoting prices to the other bidders. If, on the opening of bids, more than one bid appears in which the same person, firm, partnership, corporation or combination thereof is interested as a principal, all such bids shall be rejected.

Proposals with interlineations, alterations, or erasures shall be initialed by the BIDDER'S authorized agent. Alternative proposals, special conditions, or other limitations or provisions affecting the bid, except as such called for in the contract documents, will render the bid informal and may cause its rejection.

All proposals must give the prices bid for the various items of work and must be signed by the BIDDER, who shall give his address. Each bid shall have thereon the affidavit of the BIDDER that such bid is genuine and not sham nor collusive, nor made in the interest nor behalf of any other person not therein named and that the BIDDER has not directly nor indirectly induced or solicited any other BIDDER to put in a sham bid, nor induced nor solicited any person, firm, partnership, corporation, or combination thereof to refrain from bidding, and that the BIDDER has not in any manner sought by collusion to secure himself an advantage over any other BIDDER.

A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. 1-6.1.1 Request for Interpretation
If any person contemplating submitting a bid is in doubt as to the meaning of any part of the Plans, Specification, or other proposed Contract Documents, or finds discrepancies in, or omissions from the drawings or specifications, (It, he, she) may make a request to the ENGINEER, in writing, for an interpretation or correction thereof pursuant to the provisions in the Information for Bidders section of these specifications. The person ATTACHMENT 2
(GENPROVS)
GP-4
submitting such a request shall be responsible for its prompt delivery. All such interpretations of the Contract Documents will be made only by addenda duly issued, and a copy of each such addendum will be mailed or delivered to each person receiving a set of Contract Documents at (its, his, her) last address of record. The CITY will not be responsible for any other explanations or interpretations of the Contract Documents. 1-6.1.2 Soil Conditions
The BIDDER shall inspect the soil conditions before submitting a bid. By submitting a bid, the BIDDER acknowledges that he is satisfied with the quality of the work area including but not restricted to the conditions affecting, handling and storage of materials, disposal of excess materials, and the soil conditions.
1-6.1.3 Return of Bid Security
Any BIDDER may withdraw its bid, either personally, or by telegraphic or written request, at any time prior to the scheduled closing time for the receipt of bids. It is the sole responsibility of the BIDDER to see that any such telegraphic or written request is delivered to the City Clerk prior to said closing time. Bid security of such BIDDERS will be returned promptly to the BIDDER.

The bid security of the BIDDER whose bid is accepted will be held by the CITY until the contract has been executed and the accompanying insurance certificates, performance bond and labor and materials bond are approved and filed, whereupon the bid security will then be returned to the BIDDER.

The bid security of the second and third lowest BIDDERS will be retained until the contract is awarded to and executed by the BIDDER whose bid is accepted, or until 45 days after the opening of bids, whichever period is shorter. The bid security of all BIDDERS other than the three lowest will be returned promptly after the opening of bids.

If a BIDDER fails or refuses promptly to execute the agreement to do the work or fails or refuses to comply with insurance and bonding requirements, the bid security shall be forfeited to the CITY and shall be collected and paid into the General Fund of the CITY. 1-6.2 Subcontractor Listing
[Add the following:].

The ENGINEER, as duly authorized officer, may consent to subcontractor substitution requested by the Contractor subject to the limitations and notices prescribed in Section 4107 of the Public Contract Code.

ATTACHMENT 2
(GENPROVS)
GP-5
1-7 AWARD AND EXECUTION OF THE CONTRACT
1-7.1 General
[Add the following:].

The award of contract, if awarded, will be to the lowest responsive and responsible bidder whose proposal complies with all requirements of the Notice Inviting Bids and Section 1- 6 of these specifications. The BIDDER, upon notification as the "apparent low bidder," shall comply with the CITY'S insurance and bonding requirements by submitting the required insurance certificates and bonds within fourteen (14) days after the mailing of a Notice of Award to the BIDDER that the contract is ready for execution . The contract will be awarded within thirty (30) days of receipt of properly approved insurance certificates and bonds pursuant to CITY requirements spelled out in these specifications.

BIDDER must take particular note of "insurance requirements" contained in these specifications and sample agreement included within the contract documents, and should provide that information to his insurance broker in order that a properly executed certificate is submitted. The CITY, however, reserves the right to reject any or all bids and to waive any informality in the bids received.
1-7.1.1 Execution of Agreement
The Agreement shall be signed by the successful BIDDER and returned to the CITY no later than fourteen (14) days from Notice of Award of the Contract by the CITY. Failure to comply with insurance and bonding requirements as specified in the Agreement and in Section 1-7.1 of these General Provisions shall be considered grounds for the revocation and rejection of the bid and forfeiture of bid security. No proposal shall be considered binding upon the CITY until the execution of the agreement by the CITY. In case of conflict, the agreement shall have precedence over all other written specifications. 1-7.2 Contract Bonds
[Add the following:].

The "Faithful Performance Bond" and the "Labor and Material Bond" as specified in this section shall be for one hundred percent (100%) of the Contract price. The Labor and Material Bond shall be maintained by the Contractor in full force and effect for at least seven (7) months following the filing of the Notice of Completion. The Faithful Performance Bond shall also be kept by the Contractor in full force and effect for at least one (1) year following the filing of the Notice of Completion.

CONTRACTOR shall provide the following:

A certified copy of the certificate of authority of the surety issued by the Insurance Commissioner.

A certificate from the clerk of the county in which the court or officer is located that the certificate of authority of the surety has not been surrendered, revoked, canceled, annulled, or suspended or, in the event that it has, that renewed authority has been granted.

ATTACHMENT 2
(GENPROVS)
GP-6
Copies of the surety’s most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with Section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code. 1-8 SPECIAL PROVISIONS –

ECONOMIC SANCTIONS AGAINST THE RUSSIAN FEDERATION
EXECUTIVE ORDER N-6-22
[Add the following:].

On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under state law. The EO directs state agencies to terminate contracts with, and to refrain from entering any new contracts with, individuals or entities that are determined to be a target of Economic Sanctions. This Executive order extends to recipients of any State Grants (Grantee). Grantees include those who have contracted or will contract to receive State grants funds. Accordingly, should the State determine that a Grantee is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this agreement. The State shall provide the Grantee advance written notice of such termination, allowing the Grantee at least 30 calendar days to provide a written response. Termination of any contract found to be in violation of this Executive Order shall be at the sole discretion of the State.

SECTION 2 – SCOPE OF THE WORK
2-1 WORK TO BE DONE
[Replace in its entirety with the following:].

The scope of work generally consists of all labor, parts, materials, equipment, deliveries, setup, mobilization, etc., to fully install and operate City-furnished light-emitting diode (LED) lights at the following City parks and athletic facilities: Bark Park, Jack R. Hammett Sports Complex, Costa Mesa Tennis Center, and the TeWinkle Park Athletic Complex, and as shown on the Plans and specified within these Contract Documents. The CONTRACTOR shall furnish all labor, materials, tools, equipment and incidentals necessary to perform and complete the Work as shown on the Plans and these Contract Documents, and to the satisfaction of the ENGINEER.
2-2 PERMITS
[Add the following:].

All permits and licenses shall be obtained in sufficient time to prevent delays to the work.

In the event that the CITY has obtained permits, licenses or other authorizations applicable to the work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations.

ATTACHMENT 2
(GENPROVS)
GP-7
2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES
2-5.1 General
[Add the following:].

The Contractor shall only use the proper construction equipment to protect the City streets from breaking up and deterioration. Haul trucks shall be limited to a gross vehicle weight of 10 tons or less.
2-5.2 Temporary Utility Services
[Add the following:].

The Contractor shall provide for his employees an adequate supply of clean, potable drinking water, which shall be dispensed through approved sanitary facilities.

If water is needed during construction, Contractor shall contact Mesa Consolidated Water District or the Irvine Ranch Water District to obtain necessary permits, instructions, and meters prior to commencing work. The Contractor is required to make any and all necessary installations and connections. All water shall be metered. The Contractor shall pay for all deposits and fees involved.
2-5.4 Haul Routes
[Add the following:].

In order to protect the City streets from deterioration due to hauling of materials, the Contractor shall submit to the ENGINEER (at the pre-construction meeting) for approval, a proposed route for the hauling of materials for disposal. Upon approval, the Contractor shall strictly adhere to that route only, unless written permission from the ENGINEER is obtained to change the route.

Waste Hauler Requirements
The California Green Building Standards Code, 2016 Edition, California Code of Regulations, Title 24, Part 11, impacting waste diversion as documented in the City of Costa Mesa’s Municipal Code Chapter 4 of Title 8, requires that all construction and demolition related projects divert 65% of project waste generated from the landfill.

Consequently, permitted building projects relating to construction and demolition, newly constructed buildings, additions, alterations, interior and exterior demolitions, etc., are required to divert a minimum of 65% of nonhazardous construction and demolition waste from the landfill by recycling, reuse, or salvage. Generally, these materials include brick, drywall, other masonry, cardboard, green waste, paper, carpet, lumber, plastic, concrete, and/or metals. Asphalt, concrete, excavated soil and land-clearing debris should be 100% diverted from disposal. The County provides a suggested list of locations that are meeting and/or exceeding the 65% diversion requirement and may be used for recycling construction and demolition material.

The City of Costa Mesa requires that all hauling activity in Costa Mesa comply with one of the waste hauling options for your construction and demolition related project:

ATTACHMENT 2
(GENPROVS)
GP-8
 Use Franchise Waste Hauler
 Self-Haul Permit - https://www.costamesaca.gov/city-hall/city-departments/public- services/waste-collection-and-recycling
A Construction and Demolition Reporting Form as provided in the Miscellaneous Document Section of these Specifications must be completed and submitted by the Contractor to the CITY prior to the release of retention monies. 2-7 CHANGES INITATED BY THE AGENCY
2-7.1 GENERAL
[Add the following:].

ENGINEER shall be the duly authorized officer of the CITY who may grant the changes prescribed in this section.
2-8 EXTRA WORK
[Add the following:].

The extra work as defined in this section of the Standard Specifications and any work done by the Contractor beyond the lines and grades shown on the plans shall only be performed when ordered in writing by the ENGINEER. In absence of such written order, any such work by the Contractor shall be considered unauthorized and will not be paid.

Work so done may be ordered to be removed at the Contractor's expense. 2-9 CHANGED CONDITIONS
[Add the following:].

The Contractor shall promptly act to supply all information to the ENGINEER for proper evaluation. Failure to do so shall constitute a waiver of any payment for delays suffered by the Contractor.

SECTION 3 – CONTROL OF THE WORK
3-1 ASSIGNMENT
[Replace the 1 st sentence with the following:].

No contract or portion thereof may be assigned without written consent of the BOARD. 3-4 AUTHORITY OF THE BOARD AND THE ENGINEER
[Add the following:].

When any of the various units or operations of the work have been suspended, the Contractor shall give at least 24 hours advance notice of the time when he or his subcontractor will start or resume any of such units or operations. That notice is to be given during working hours, exclusive of Saturdays, Sundays or holidays, for the purpose of permitting the ENGINEER to make necessary assignments to his representative on the work.

ATTACHMENT 2
(GENPROVS)
GP-9
Any work performed in conflict with said notice, without the presence or approval of the ENGINEER, or work covered up without notice, approval or consent may be rejected or ordered to be uncovered for examination at Contractor's expense and shall be removed at Contractor's expense, if so ordered by the ENGINEER or his representative on the work. Any unauthorized or defective work, defective material or workmanship or any unfaithful or imperfect work that may be discovered before the final payment and final acceptance of work shall be corrected immediately by the Contractor without extra charge even though it may have been overlooked in previous inspections and estimates or may have been caused due to failure to inspect the work.

All authorized alterations affecting the requirements and information given on the approved plans shall be in writing. No changes shall be made on any plan or drawing by the Contractor after the same has been approved by the ENGINEER, except by direction of the ENGINEER in writing. Deviations from the approved plans, as may be required by critical conditions of construction, must be authorized in writing by the ENGINEER.

All instructions, rulings and decisions of the ENGINEER shall be in writing and are binding on all parties unless a formal protest is made as provided in the following paragraph:

If the Contractor considers any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the ENGINEER or ENGINEER'S representative to be unfair, the Contractor shall, within ten (10) days after any such demand is made, or instruction, ruling or decision is given, file a written protest with the ENGINEER, stating clearly and in detail his objections and reasons therefor.

Except for such protests and objections as are made of record, in the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time on account of demands, instructions, rulings and decisions of the ENGINEER.

Upon receipt of any such protest from the Contractor, the ENGINEER shall review the demand, instruction, ruling or decision objected to and shall promptly advise the Contractor, in writing, of his final decision, which shall be binding on all parties, unless within the ten (10) days thereafter the Contractor shall file with the BOARD a formal protest against said decision of the ENGINEER. The BOARD shall consider and render a final decision on any such protest within thirty (30) days of receipt of same. If the BOARD fails to consider and render a final decision on any such protest within thirty (30) days of receipt of the same, the protest shall be deemed denied. 3-5 INSPECTION
[Add the following:].

If the Contractor requests and receives approval from the ENGINEER to receive inspection services from the CITY outside of a normal eight (8) hour day/forty (40) hour work week or on Saturday, Sunday, or CITY holidays, the Contractor shall arrange with the CITY and ENGINEER for the special inspection services and Contractor shall pay for such special inspection services at a fee established by the ENGINEER to defray the cost for such service.

ATTACHMENT 2
(GENPROVS)
GP-10
All work, which has been inspected and deemed defective in its construction or does not meet all of the requirements of the plans and/or specifications by the ENGINEER shall be remedied, or removed and replaced by the Contractor in an acceptable manner, and no compensation will be allowed for such correction.

Any work done beyond the limits of the lines and grades shown on the plans or established by the ENGINEER or extra work done without written authority will be considered as unauthorized and not be paid.

Upon failure on the part of the Contractor to comply with any order of the ENGINEER made under the provisions of this article, the ENGINEER shall have authority to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed, and to deduct the costs and thereof from any monies due or to come due the Contractor.

Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after is has been placed and material placed outside the limits of the project. No compensation will be allowed for disposing of rejected or excess material. 3-6 THE CONTRACTOR'S REPRESENTATIVE
[Add the following:].

Contractor shall file with the ENGINEER the addresses and telephone numbers where its designated representative may be reached during hours when the work is not in progress.

Instructions and information given by the ENGINEER to the Contractor's authorized representative or at the address or telephone numbers filed in accordance with this section shall be considered as having been given to the Contractor.

The Contractor shall have on the work site at all times a competent English-speaking superintendent, as his agent, capable of reading and thoroughly understanding the plans and specifications and other related documents.
3-7 CONTRACT DOCUMENTS
3-7.1 General
[Add the following:].

Contractor will obtain from the ENGINEER, free of charge, copies of plans, general provisions, special provisions and additions to the Standard Specifications that are reasonably necessary for the execution of work.

Contractor shall, at its own expense, obtain copies of the Standard Specifications and Standard Plans and Specifications of CALTRANS, for his general use.

If after the Contract is awarded it appears that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in the specifications and plans, the ATTACHMENT 2
(GENPROVS)
GP-11
Contractor shall apply to the ENGINEER for such further explanations as may be necessary and shall conform to such explanation or interpretation as part of the Contract.

All scaled dimensions are approximate. Before proceeding with the work, the Contractor shall carefully check and verify all dimensions and quantities and shall immediately inform the ENGINEER or his representative of any discrepancies. 3-10 SURVEYING
[Replace with the following:].
3-10.1 General
The Contractor will perform and be responsible for the accuracy of setting all required survey stakes adequate for the construction of the project. 3-10.3 Line and Grade
Unless otherwise provided in the Special Provisions, lines and grades for construction shall be the responsibility of the Contractor, with the following provisions:

All work under this Contract shall be built in accordance with the lines and grades shown on the plans. Field survey for establishing the lines and grades and for the control of construction shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be under the supervision of a California-licensed land surveyor or by a California-licensed civil engineer allowed by law. Staking shall be performed on all items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies and the trade involved.

The Contractor shall provide a copy of the office calculations and grade sheets to the City Inspector. The Contractor shall be responsible for any error in the finished work and shall notify the ENGINEER within one (1) working day of any discrepancies or design errors discovered during staking.

Unless a separate bid item is provided, the payment for surveying, construction staking, professional services, office calculations, furnishing all labor, materials, equipment, tools and incidentals, and for doing all work involved shall be considered as included in the various items of work, and no additional compensation will be allowed. 3-12 WORK SITE MAINTENANCE
3-12.1 General
[Replace 2 nd paragraph with the following:].

Unless the construction dictates otherwise, and unless otherwise approved by the ENGINEER, Contractor shall furnish and operate a self-loading motor sweeper with a functional water spray nozzle system at least once each working day to keep paved areas in the Work zone and along all haul routes acceptably clean whenever construction, including restoration, is incomplete.

ATTACHMENT 2
(GENPROVS)
GP-12
3-12.2 Air Pollution Control
[Add the following:].

Failure of the Contractor to comply with the ENGINEER'S dust control orders may result in an order to suspend work until the condition is corrected and, after giving notice to the Contractor, the ENGINEER may order the condition corrected by others. All costs thus incurred shall be deducted from the amount to be paid to Contractor. No additional compensation will be allowed as a result of such suspension.

No separate payment will be made for any work performed nor material used to control dust resulting from Contractor's performance of the work or from public traffic, either inside or outside the right-of-way. Full compensation for such dust control will be considered to be included in the prices paid for the various items of Work involved. 3-12.4.1 General
[Add the following:].

All surplus materials shall be removed from the site of the Work within five (5) days after completion of the Work causing the surplus materials.
3-12.6 Water Pollution Control
3-12.6.1 General
[Add the following:].

Discharge of storm water from construction sites that disturb land equal to or greater than one (1) acre must be in compliance with the state General Construction Activity Permit (Construction Permit). The latest permit provisions of the Construction Permit shall apply.

The Contractor is required to contact the Santa Ana Regional Water Quality Control Board (Regional Board) for all information contained in the Construction Permit. In the event project construction occurs during the transition of revised Construction Permits, the Contractor shall incorporate the necessary modifications specified by the revised Construction Permit within the time period specified in the new Construction Permit.

Project Soil Disturbance is: less than 1 acre (No General Construction Permit required) Construction activity subject to the Construction Permit includes clearing, grading, disturbance to the ground such as stockpiling, work area, or excavation that results in soil disturbances of at least one acre of total land area. Construction activity that results in soil disturbances of less than one acre is subject to the Construction Permit if the construction activity is a part of a larger common plan of development that encompasses one or more acres of soil disturbance or if it is determined that discharges from the project pose a significant threat to water quality.

The CONTRACTOR shall have an account with the State for SMARTS (Storm Water Multiple Application and Report Tracking System). The CONTRACTOR shall contact the ATTACHMENT 2
(GENPROVS)
GP-13
CITY with their user ID so that the CITY will grant the CONTRACTOR access as a Data Submitter.

The CONTRACTOR shall complete the NOI within SMARTS
https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.jsp The CONTRACTOR will notify the CITY when the NOI is ready for the CITY to submit to the State. The CONTRACTOR shall pay all fees associated with the NOI process. The CONTRACTOR shall also complete all required reports within SMARTS as required by the General Permit and the Project’s Storm Water Pollution Prevention Plan (SWPPP).

The CONTRACTOR shall complete the Annual Report and NOT within SMARTS. Once the CITY has been notified, the CITY will review and submit to the State for processing.

A copy of the latest permit is available at:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/constpermits.shtml The CONTRACTOR is hereby directed to read the Construction Permit thoroughly and comply with the requirements as specified therein.
3-12.6.2 Best Management Practices (BMPs)
[Add the following:].

The Contractor shall install and maintain the appropriate Best Management Practices (BMPs) to protect water quality within the project limits through the duration of the Project.

The Contractor shall be responsible for any damage to any portion of the Work occasioned by failure to provide proper drainage control prior to the completion and acceptance of the Work.

Payment for furnishing, installing and maintaining BMPs inclusive of sweeping the Project site as required or directed by the ENGINEER shall be included in the other various bid items associated with the work and no additional payment will be allowed thereof. 3-12.6.3 Storm Water Pollution Prevention Plan (SWPPP)
[Add the following:].

If a General Construction Permit is required pursuant to Section 3-12.6.1 of these General Provisions, the following Storm Water Pollution Prevention Plan (SWPPP) requirements shall be adhered to:

The Contractor is responsible for the preparation and implementation of a SWPPP as required by the Construction Permit. The Contractor is responsible for completing all parts of the SWPPP including, REAPs, monitoring, sampling, rain gauge records, weather reports, submitting pictures of every third storm, non-authorized discharge reports, Ad- Hoc reports, Annual Reports, post construction BMPs and other requirements of the SWPPP.

ATTACHMENT 2
(GENPROVS)
GP-14
The completed SWPPP must be signed by a QSD (Qualified SWPPP Developer). The completed SWPPP must be submitted to the resident engineer for City review and acceptance, prior to uploading to SMARTS. The Contractor will be responsible for uploading an electronic format of the SWPPP into SMARTS. The SWPPP must be signed by the City before construction begins. A copy of the SWPPP must be available at the site at all times and must be implemented and revised in accordance with the Construction Permit throughout the duration of the project.

Contractor must have QSP (Qualified SWPPP Practitioner). Contractor shall perform site inspections before and after the storm event, and once each 24-hour period during extended storm event, to identify BMP effectiveness and implement repairs or BMP modifications as soon as possible. Sampling of potential pollutant discharges shall be conducted by trained personnel and required laboratory test conducted by laboratory accredited by the California Department of Health Services Environmental Laboratory Accreditation Program.

Contractor shall be responsible for any penalties assessed against the City if the penalty assessed is due to Contractor’s violation of the Construction Permit requirement, or Contractor’s failure to fully implement and monitor SWPPP as required.

Erosion and Sediment Control Plans
Erosion and Sediment Control Plans shall be prepared by the Contractor as part of the SWPPP that identify adequate controls to prevent erosion and discharge of sediment off- site. Payment for the Erosion and Sediment Control Plans shall be included as part of the SWPPP.
3-12.6.4 Dewatering
[Add the following:].

Unless otherwise directed in these Special Provisions, the Contractor shall provide and maintain ample means and devices with which to promptly remove and properly dispose of water entering the excavations or other parts of the work at all times during construction. Dewatering shall be accomplished by methods which will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations.

The methods may include sump pumps, deep wells, well points, suitable rock or gravel placed below the required bedding for draining and pumping purposes, temporary pipelines, and other means.

Standby pumping equipment shall be on the job site. A minimum of one standby unit shall be available for immediate installation should any well unit fail. The design and installation of well points or deep wells shall be suitable for the accomplishment of the work. Drawings or details indicating the proposed dewatering system shall be submitted to the CITY for review.

The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property.

ATTACHMENT 2
(GENPROVS)
GP-15
Conveyance of the water shall be such as to not interfere with traffic flow or treatment facilities operations. No water shall be drained into work built or under construction without prior consent of the ENGINEER.

Water shall be disposed of in such a manner as not to be a menace to the public health and such disposal shall be performed in accordance with Environmental Protection Agency and State Water Quality Control Board standards (NPDES permit). Any testing and reports required under NPDES permit shall be performed by the Contractor and submitted to the appropriate agency for approval at no additional cost to the CITY. 3-13.3 WARRANTY
[Replace 2 nd sentence of 1st paragraph with the following:].

The warranty period shall start on the date the Work is accepted by the Board.

SECTION 4 – CONTROL OF MATERIALS
4-4 TESTING
[Add the following:].

All tests of materials furnished by the Contractor shall be made in accordance with commonly recognized standards of national organizations and such special methods and tests as are prescribed in these specifications. No materials shall be used until they have been approved by the ENGINEER.

The Contractor shall at his expense furnish the CITY, in triplicate, certified copies of all required factory and mill test reports. Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed such testing and inspection by a representative of the CITY shall not be incorporated in the work, unless the ENGINEER shall have notified the Contractor, in writing, that such testing and inspection will not be required.

At the option of the ENGINEER, the source of supply of each of the materials shall be approved by the ENGINEER before delivery is started and before such material is used in the work.

Unless otherwise provided in the Special Provisions, the CITY will complete and pay for the initial soils, compaction, and material tests. Any subsequent soil, compaction, and material tests deemed necessary due to the failure of initial tests will be at the Contractor's expense and deducted from the payment due.

ATTACHMENT 2
(GENPROVS)
GP-16
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAWS AND REGULATIONS
[Add the following:].

The Contractor shall protect and indemnify the CITY, the BOARD, the ENGINEER, and all of its or their officers, agents and servants against any claim or liability arising from or based on the violation of any existing or future State, Federal and local laws, ordinances, regulations, orders or decrees, whether by himself or his employees. If any discrepancy or inconsistency is discovered in the plans, drawings, specifications or contract for the work in relation to any such law, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the ENGINEER in writing. 5-2 SPECIAL NOTICES
[Add the following:].

In addition to the special notices requirement to be served by Personnel Delivery or Certified Mail, special notices may also be served by the utilization of FedEx or UPS express service with a confirmed delivery receipt. Service shell be effective on the date of the receipt of the delivery confirm issued by FedEx or UPS. 5-3 LABOR
5-3.3 Payroll Records
[Add the following:].

In order to verify compliance with the Labor Code, Contractor shall furnish to the ENGINEER, weekly, for the duration of the contract period, copies of his payroll statements showing wages paid to each employee during the preceding week and the employee work classification. Use of Form DH-C-347, Payroll Statement of Compliance, is an acceptable method of fulfilling the above requirement. 5-3.5 Apprentices
[Replace with the following:].

Attention is directed to the provisions of Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under it. The Contractor and any subcontractor under it shall comply with the requirements of those Sections in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, Ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

ATTACHMENT 2
(GENPROVS)
GP-17
5-4 INSURANCE
[Replace with the following:].

The minimum amounts and types of insurance coverages are as stated in the Agreement (sample copy attached). Prior to bid submittal the BIDDER shall keep fully informed of the latest insurance requirements of the City of Costa Mesa and shall comply with all other provisions of Section 5-4 of the Standard Specifications.

Below are approved endorsements which satisfy the basic insurance requirements contained in contracts entered into by City of Costa Mesa. These have been approved by the City Attorney's office. The terms of any specific contract with the City are controlling.

Prior to the commencement of any work, the CITY requires that the ENGINEER receive Certificates of Insurance in DUPLICATE for liability coverage of at least $1,000,000 combined single limit, per occurrence and in the aggregate.

Each insurance policy required by the CITY of the Contractor shall contain the following endorsements:

1. Additional Insureds
"The City of Costa Mesa and its elected and appointed boards, officers, agents, and employees are additional insureds with respect to the subject project and agreement."

2. Notice
"Said policy shall not terminate, nor shall it be canceled nor the coverage reduced, until thirty (30) days after written notice is given to City."

3. Other Insurance
"Any other insurance maintained by the City of Costa Mesa shall be excess and not contributing with the insurance provided by this policy." If any of such policies provide for a deductible or self-insured retention to provide such coverage, the amount of such deductible or self-insured retention shall be approved in advance by City. No policy of insurance issued as to which the City is an additional insured shall contain a provision which requires that no insured except the named insured can satisfy any such deductible or self-insured retention. 5-7 SAFETY
5-7.1 Work Site Safety
5-7.1.1 General
[Add the following:].

Material or other obstructions shall not be placed within fifteen feet (15') of fire hydrants.

Fire hydrants shall be made readily accessible to the Fire Department at all times.

ATTACHMENT 2
(GENPROVS)
GP-18
5-7.8 Steel Plate Covers
5-7.8.1 General
[Add the following:].

All steel plate covers utilized for the project must be slide resistant. A non-slip coating will be required on the side of the steel plate that that will be utilized for the driving or walking surface.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6-1.1 Construction Schedule
[Replace the 1 st Paragraph with the following:].

The Contractor's proposed Construction Work Schedule shall be submitted to the ENGINEER for approval within ten (10) working days after the date of the BOARD’s execution of the Contract Agreement. The Construction Work Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be delivered. The Construction Work Schedule shall provide sufficient detail to delineate the main milestones start and end dates for each activity with chronological relationships of all the activities of Work showing the number of working days required to complete the entire project within the Contract Days. The schedule shall also incorporate the requirements of Section 402-5 of the Standard Specifications to complete the Work within the Contract Days. Prior to issuing the Notice to Proceed, the ENGINEER will schedule a preconstruction meeting with the Contractor to review the proposed Construction Work Schedule, delivery dates, activity milestone dates, arrange utility coordination, discuss construction methods and staging, and clarify inspection procedures.

The Contractor shall submit progress reports to the ENGINEER by the tenth day of each month. The report shall include an updated Construction Work Schedule. All revisions shall be completed within three days after review by the ENGINEER. The Contractor shall submit requests for changes in the schedule to the CITY for approval at least three (3) working days prior to performing any work. Any deviations from the original approved Construction Work Schedule shall be explained and identified in the updated Construction Work Schedule. Progress payments will be withheld pending receipt of any outstanding reports.

The Contractor shall furnish the ENGINEER with a 3-week look ahead- schedule in a tabular format at every weekly construction meeting. The 3-week look ahead schedule shall utilize the main milestones within the approved Baseline Construction Schedule with updates and include sub-activities.

ATTACHMENT 2
(GENPROVS)
GP-19
[Add the following:].
6-1.3 DAILY REPORT SUBMITTAL
Contractor shall submit daily reports to the CITY at the end of each working day. All forms shall be provided by the CITY. Any cost for this item shall be included in the various items of work and no other compensation will be allowed.
6-3 TIME OF COMPLETION
6-3.1 General
[Replace the 1 st Sentence with the following:].

The Contractor shall begin the Work within ten (10) Working Days after the date the Contract is executed by CITY unless a later start date is agreed upon by the CITY and Contractor within a written Notice-to-Proceed. The Work shall be completed within FORTY (40) Working Days from the date set in the Notice-to-Proceed or the first day of commencement of Work, whichever occurs first.
6-5 USE OF IMPROVEMENT DURING CONSTRUCTION
[Add the following:].

Should it become necessary, due to developed conditions, to occupy any portion of the Work before Contract is fully completed, such occupancy shall not constitute acceptance by the CITY of work by Contractor.
6-7 TERMINATION OF THE CONTRACT FOR DEFAULT
6-7.3 Notice of Termination for Default
[Replace the 1 st Paragraph with the following:].

The ENGINEER will make the determination if the Contractor had failed to commence satisfactory corrective action within 5 working days after the receipt of the notice to cure, or to diligently continue satisfactory and timely correction of the default thereafter, and will take action as allowed by the Contract Documents.
6-7.4 RESPONSIBILITIES OF SURETY
[Add the following:].

Within 3 working days of receipt of the written notice of termination for default, the Surety shall provide the services needed to maintain the project in accordance with the Contract Documents. The services shall maintain the existing traffic control in place and the maintenance of the project site until the Engineer’s review and acceptance of the Surety’s plan for course of action.

ATTACHMENT 2
(GENPROVS)
GP-20
6-9 LIQUIDATED DAMAGES
[Replace the 1 ST Paragraph with the following:].

The CONTRACTOR shall pay to the CITY the sum of $1,250 per calendar day, for each and every calendar day’s delay in finishing the Work in excess of the number of Working Days prescribed within these General Provisions and the Agreement, or per the direction of the Engineer. Liquidated damages are calculated per Chapter 12 of the latest edition of the Caltrans Local Assistance Procedures Manual (LAPM).

SECTION 7 – MEASUREMENT AND PAYMENT
7-3 PAYMENT
7-3.1 General
[Replace the 1 ST Paragraph with the following:].

Payment for the various items listed on the Bid Proposal, as further specified herein, shall constitute full compensation to the Contractor for furnishing all material, tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work and as specified and shown on the drawings, including all costs for compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration (OSHA) of the U.S. Department of Labor. No separate payment will be made for any item that is not specifically set forth in the Bid Proposal. Costs arising from violations of regulations will be paid by the offending party to the extent that there will be no additional cost to the CITY.

When no bid item is provided for work/improvement shown or indicated on the plans and specifications, payment for such work/improvement will be considered to be included in various applicable items of work.
7-3.2 Partial and Final Payment
[Replace the 1 st Paragraph in its entirety with the following:].

The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor may request, in writing, that such monthly closure date be changed. The ENGINEER may approve such request when it is compatible with the CITY’s payment procedure.
[Replace the 2 nd Paragraph in its entirety with the following:].

Each month, the Contractor shall meet with the Engineer, a minimum of three (3) working days prior to the submittal of the progress payment to the AGENCY, to finalize and receive approval regarding the measurement of the Work performed through the closure date and the estimated value of the progress payment based on the Contract Unit Prices or as provided for in the Standard Specifications. Any progress payment submitted without such approval will be considered incomplete and returned to the Contractor and no payment shall be considered until such approval is obtained.

ATTACHMENT 2
(GENPROVS)
GP-21
[Replace the 3 rd Paragraph in its entirety with the following:].

The amount retained and deducted by the BOARD shall be 5% of the progress estimates for all progress payments. No reduction in the amount of retention will be allowed.

However, after 50% of the work has been completed, if the BOARD finds that satisfactory progress is being made, it may make any of the remaining progress payments in full for actual work completed. The final payment of the retention amount to the Contractor shall be made thirty-five (35) days after the date of the recording of the Notice of the Completion of the work after it is accepted by the CITY. The 5% withheld from each progress payment shall not include monies withheld for stop notices or other withholding by the CITY. The monies withheld for stop notice and other withholdings shall be in addition to the 5% withheld for retention.
[Add to end of Section the following:].

Contractor shall comply with the requirements of Division 2, Part 1, Chapter 7, Section 7107 of the California Public Contract Code.

The lead time for processing invoices for the monthly progress payments approved by the ENGINEER for inclusion on the warrant list of the CITY is governed by the rules and regulations established by the Finance Department of the CITY. Monthly payments will be processed and paid in accordance with the rules and regulations established or revised by the said Finance Department.

The Contractor shall submit all weight tickets or volumes of all materials used in the construction to the ENGINEER for checking and verification prior to any payment. Failure to do so will postpone the payment to the Contractor, until the matter is resolved satisfactorily.

The weight or volume from submitted tickets must correspond to the work done in the field; if not, the City shall reject the work without compensation to the Contractor, and/or the Contractor shall be directed to replace that work at no additional costs to the City.

After completion of the Contract, the BOARD shall, upon recommendation of the ENGINEER, accept the Work as completed and authorize the Final Payment.

The Final Payment shall be the entire sum found to be due the Contractor after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment.

No certificate given or payment made under the Contract, except the final certificate or Final Payment, shall be conclusive evidence of full or substantial performance of this Contract; and no payment shall be construed to be an acceptance of any defective work or improper material.

The acceptance of Final Payment by the Contractor shall release the CITY, the BOARD, and the ENGINEER from any and all claims or liabilities on account of work performed by the Contractor under the Contract or any alterations thereof.

ATTACHMENT 2
(GENPROVS)
GP-22
The Contractor shall record, on the set of contract documents maintained at the job site, deviations which have been made from the Contract Documents or approved shop drawings – including buried or concealed construction and utility features which are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the locations indicated, or which were not indicated on the Contract Documents. Said record documents shall be supplemented by detailed sketches as necessary or directed, to indicate fully the work as actually constructed.

Requests for partial payments shall not be approved until the record documents are brought up to date. Also, request for final compensation shall not be approved until all the variations between the work as constructed and as originally shown in the Contract Documents have been properly recorded and delivered to the City, after approved by the Engineer.
[Add the following:].
7-3.2.1 Prompt Progress Payment to Subcontractors
Contractor shall comply with the requirements of Division 2, Part 1, Chapter 7, Section 7200 of the California Public Code.

The CONTRACTOR agrees to pay each subcontractor under this Agreement for satisfactory performance of its contract no later than 7 days from the receipt of each payment the CONTRACTOR receives from CITY.

The CONTRACTOR agrees further to release retainage payments to each subcontractor within 7 days after the retention payment is received by the CONTRACTOR.

Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the CITY. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code.

This clause applies to both DBE and non-DBE prime contractors and subcontractors.

City will be strictly monitoring the Contractor for prompt payment to all subcontractors. [Add the following:].
7-3.2.2 Prompt Pay Monitoring and Enforcement of Progress Payments The City of Costa Mesa will use the following monitoring and enforcement mechanisms to ensure that all subcontractors, including DBE’s, are promptly paid.

A. The City will strictly monitor the prime contractor or subcontractor(s) for prompt release of progress payments for all subcontracted work as follows:

1. The effective date of release is the date the City releases the check to the prime contractor by mailing or hand delivery at the City of Costa Mesa (has to be ATTACHMENT 2
(GENPROVS)
GP-23
requested in writing ahead of time).

2. Prime contractor or subcontractor(s) to provide verification in writing that the subcontracts have been paid within 7 days or the time period agreed, from the effective date of release.

3. City may contact subcontractor(s) to confirm receipt of progress payment amount and if it was received within 7 days or the time period agreed from the effective date of release.

B. If the prime contractor or subcontractor(s) is found to be in default of Federal or State Codes concerning prompt payment to subcontractors, City will enforce the following besides the disciplinary action, sanctions and penalties imposed per the codes:

1. City will withhold 150% of the monies due to the subcontractor(s) from the prime contractor’s next progress payment.

2. City may also elect to make the payment(s) directly to the subcontractor(s) without the prime contractor’s approval for the remainder of the contract. 7-3.3 Delivered Materials
[Replace in its entirety with the following:].

The cost of materials and equipment delivered, but not incorporated in said work, will not be included in the progress payment estimate unless otherwise provided in these Specifications. All materials shall be nontoxic and shall not contain asbestos and hazardous substances as established by applicable laws.

Materials delivered, but not in place, will not be classed as work done, except as otherwise provided in these Specifications.
7-3.4 Mobilization
[Replace in its entirety with the following:].

Mobilization shall consist of all preparatory work and operations. It shall include, but not be limited to, the movement of personnel, equipment, materials and incidentals to the project site necessary for work on the project. The mobilization shall include all other work and operations, which must be performed.

Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the job site and the project administration costs during the entire contract period.

This work shall include, but not be limited to protect-in-place and/or relocation of the facility to accommodate the construction of an improvement; including resetting curb drains through new curbing.

The Contractor shall provide supervisory personnel to keep the construction site in a safe condition and all other related work as required at all times. These requirements shall ATTACHMENT 2
(GENPROVS)
GP-24
also apply to all non-working days during construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials.

The Contractor shall have on the work site at all times, as his agent, a competent English speaking superintendent capable of reading and thoroughly understanding the plans, specifications, and other related documents.
7-3.4.1 Travel Route for Trucking and Equipment
Plans indicating the travel route for the Contractor's equipment movement in and out of the work site must be submitted concurrently with the Haul Route Plan (Section 2-5.4) to the ENGINEER at the pre-construction meeting for approval prior to commencement of any work. The travel route plans, which meet the City’s requirements, will be approved and returned to the Contractor; otherwise, further revisions are required until they are acceptable to the City. The approved travel plans shall be strictly adhered to by the Contractor during all phases of the construction.

Any deviation from these requirements is not permitted. All the Contractor’s operations will be ceased at once if the Contractor violates any of these requirements. No further payments will be made to the Contractor until problems are resolved according the City’s requirements.
7-3.4.2 Construction Sequence/Order of Work
In order to minimize the inconveniences to the residents and businesses, the contractor shall construct the Project and sequence the work where no two adjacent streets are closed at one time, and/or the nearest parking is no more than 300’ from the intersection of the street being closed to traffic. The Contractor shall maintain adjacent streets open for ingress and egress and for parking.
7-4 PAYMENT FOR EXTRA WORK
7-4.2 Basis for Establishing Costs.
7-4.2.1 Labor
[Add the following:].

The compensation for employer’s payments of payroll taxes; workers compensation insurance; liability insurance; health and welfare; pension; vacation; apprenticeship funds; other direct costs resulting from Federal, State, or local laws; and for assessments or benefits required by lawful collective bargaining agreements to be applied to the actual cost for wages shall be 23 percent for regular time and overtime.

ATTACHMENT 2
(GENPROVS)
GP-25
7-4.3 Markups
7-4.3.1 Work by the Contractor
[Replace in its entirety with the following:].

The allowance for overhead and profit to be added to the Contractor’s costs shall be as follows:

Labor: 20%
Materials: 15%
Contractor Owned Equipment 15%
Equipment Rental 10%*
Other Items and Expenditures 10%
To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding.
* Equipment Rental rates shall be based on the latest applicable Caltrans Equipment Rental Rates.
7-4.3.2 Work by a Subcontractor
[Replace in its entirety with the following:].

When all or any part of the extra work is performed by a Subcontractor, the markup established in 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of five (5) percent on the first $5,000 of the subcontracted portion of the extra work and a markup of five (5) percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

No markups will be allowed for second tier or higher subcontractors. [Add the following:].
7-6 SUMMARY OF PUBLIC CONTRACT CODE § 9204
The following procedure will apply to any claims by the Contractor on the City:

A “claim” is a separate demand on the City by a contractor on a public works project and sent by registered mail or certified mail with return receipt requested, for one or more of the following:
 A time extension, including relief from penalties for delay  Payment by the City of money damages under the terms of the contract  Payment of an amount that is disputed by the City
Initial Review
The claim must be supported by appropriate documentation. The City has 45 days within which to review the claim and provide the contractor with a written statement identifying the disputed and undisputed portions of the claim. If the City does not issue a written ATTACHMENT 2
(GENPROVS)
GP-26
statement, the claim is deemed rejected in its entirety. The City will pay any undisputed portion of the claim within 60 days of issuing the statement.

Meet & Confer
If the contractor disputes the City’s written response, or if the City does not issue one, the contractor may request in writing an informal conference to meet and confer for possible settlement of the claim. The City will schedule the meet and confer conference within 30 days of this request and provide a written statement identifying the remaining disputed and undisputed portions of the claim within 10 business days of the meet and confer. The City will pay the undisputed portion within 60 days of issuing this statement.

Mediation
With respect to any disputed portion remaining after the meet and confer, the City and contractor will submit the matter to nonbinding mediation, agree to a mediator within 10 business days after issuing the written statement, and share mediation costs equally. If mediation is unsuccessful, then the terms of the public works agreement and applicable law will govern resolution of the dispute.

Miscellaneous Provisions
Amounts not paid by the City in a timely manner bear interest at 7% per annum.

Subcontractors may submit claims via this procedure through the general contractor. The City and contractor may waive the requirement to mediate, but cannot otherwise waive these claim procedures.

ATTACHMENT 2

TECHNICAL PROVISIONS
FOR

BARK PARK,
JACK R. HAMMETT SPORTS COMPLEX,

COSTA MESA TENNIS CENTER,

AND THE
TeWINKLE PARK ATHLETIC COMPLEX
ATTACHMENT 2
This information is provided by Musco exclusively for this project. Reproduction or distribution of the enclosed documents or information without the written permission of Musco Sports Lighting, LLC is prohibited.

M-1995-enUS-5

LIGHTING SPECIFICATION

PREPARED FOR
Tewinkle Park Bark Park
LED Lighting Project
Costa Mesa, CA
September 14, 2023
Project # 215827
SUBMITTED BY:

Musco Sports Lighting, LLC
2107 Stewart Road
PO Box 260
Muscatine, Iowa 52761
Local Phone: 563/263-2281
Toll Free: 800/756-1205
Fax: 800/374-6402

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 2 of 8 ends

SECTION 26 56 68 – EXTERIOR ATHLETIC LIGHTING
Lighting System with LED Light Source
PART 1 – GENERAL

1.1 SUMMARY
A. Work covered by this section of the specifications shall conform to the contract documents, engineering plans as well as state and local codes.

B. The purpose of these specifications is to define the lighting system performance and design standards for Tewinkle Park Bark Park using an LED Lighting source. The manufacturer / contractor shall supply lighting equipment to meet or exceed the standards set forth in these specifications.

C. The sports lighting will be for the following venues:

1. Dog Park
D. The primary goals of this sports lighting project are:

1. Guaranteed Light Levels: Selection of appropriate light levels impact the safety of the players and the enjoyment of spectators. Therefore light levels are guaranteed to not drop below specified target values for a period of 10 years.

2. Cost of Ownership: In order to reduce the operating budget, the preferred lighting system shall be energy efficient and cost effective to operate. All maintenance costs shall be eliminated for the duration of the warranty.

3. Control and Monitoring: To allow for optimized use of labor resources and avoid unneeded operation of the facility, customer requires a remote on/off control system for the lighting system.

Fields should be proactively monitored to detect luminaire outages over a 10-year life cycle. All communication and monitoring costs for 10-year period shall be included in the bid.

1.2 LIGHTING PERFORMANCE
A. Illumination Levels and Design Factors: Playing surfaces shall be lit to an average target illumination level and uniformity as specified in the chart below. Lighting calculations shall be developed and field measurements taken on the grid spacing with the minimum number of grid points specified below.

Appropriate light loss factors shall be applied and submitted for the basis of design. Average illumination level shall be measured in accordance with the IESNA LM-5-04 (IESNA Guide for Photometric Measurements of Area and Sports Lighting Installations). Illumination levels shall not to drop below desired target values in accordance to IES RP-6-15, Page 2, Maintained Average Illuminance and shall be guaranteed for the full warranty period.

Area of Lighting
Average Target
Illumination
Levels
Grid Points Grid Spacing
Dog Park 3.3fc 1076 10’ x 10’
B. Color: The lighting system shall have a minimum color temperature of 5700K and a CRI of 70.

C. Mounting Heights: To ensure proper aiming angles for reduced glare and to provide better playability, minimum mounting heights shall be as described below. Higher mounting heights may be required based on photometric report and ability to ensure the top of the field angle is a minimum of 10 degrees below horizontal.
# of Poles Pole Designation Pole Height
13 P1-P13 27’

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 3 of 8 ends

1.3 ENVIRONMENTAL LIGHT CONTROL
A. Light Control Luminaires: All luminaires shall utilize spill light and glare control devices including, but not limited to, internal shields, louvers and external shields. No symmetrical beam patterns are accepted.

C. The first page of a photometric report for all luminaire types proposed showing horizontal and vertical axial candle power shall be provided to demonstrate the capability of achieving the specified performance. Reports shall be certified by a qualified testing laboratory with a minimum of five years experience or by a manufacturer’s laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products. A summary of the horizontal and vertical aiming angles for each luminaire shall be included with the photometric report.

1.4 Cost of Ownership
A. Manufacturer shall submit a 10 year Cost of Ownership summary that includes energy consumption, anticipated maintenance costs, and control costs. All costs associated with faulty luminaire replacement - equipment rentals, removal and installation labor, and shipping - are to be included in the maintenance costs.

PART 2 – PRODUCT

2.2 SPORTS LIGHTING SYSTEM CONSTRUCTION
A. Manufacturing Requirements: All components shall be designed and manufactured as a system. All luminaires, wire harnesses, drivers and other enclosures shall be factory assembled, aimed, wired and tested.

B. Durability: All exposed components shall be constructed of corrosion resistant material and/or coated to help prevent corrosion. All exposed carbon steel shall be hot dip galvanized per ASTM A123. All exposed aluminum shall be powder coated with high performance polyester or anodized.

All exterior reflective inserts shall be anodized, coated, and protected from direct environmental exposure to prevent reflective degradation or corrosion. All exposed hardware and fasteners shall be stainless steel, passivated and coated with aluminum-based thermosetting epoxy resin for protection against corrosion and stress corrosion cracking. Structural fasteners may be carbon steel and galvanized meeting ASTM A153 and ISO/EN 1461 (for hot dipped galvanizing), or ASTM B695 (for mechanical galvanizing). All wiring shall be enclosed within the cross-arms, pole, or electrical components enclosure.

C. System Description: Lighting system shall consist of the following:

1. Galvanized steel poles and cross-arm assembly.

2. Non-approved pole technology:
a. Square static cast concrete poles will not be accepted. b. Direct bury steel poles which utilize the extended portion of the steel shaft for their foundation will not be accepted due to potential for internal and external corrosive reaction to the soils and long term performance concerns.

3. Lighting systems shall use concrete foundations. See Section 2.4 for details. a. For a foundation using a pre-stressed concrete base embedded in concrete backfill the concrete shall be air-entrained and have a minimum compressive design strength at 28 days of 3,000 PSI. 3,000 PSI concrete specified for early pole erection, actual required minimum allowable concrete strength is 1,000 PSI. All piers and concrete backfill must bear on and against firm undisturbed soil.
b. For anchor bolt foundations or foundations using a pre-stressed concrete base in a suspended pier or re-inforced pier design pole erection may occur after 7 days. Or after a concrete sample from the same batch achieves a certain strength.

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 4 of 8 ends

4. Manufacturer will supply all drivers and supporting electrical equipment a. Remote drivers and supporting electrical equipment shall be mounted approximately 10 feet above grade in aluminum enclosures. The enclosures shall be touch-safe and include drivers and fusing with indicator lights on fuses to notify when a fuse is to be replaced for each luminaire. Disconnect per circuit for each pole structure will be located in the enclosure. Integral drivers are not allowed.
b. Manufacturer shall provide surge protection at the pole equal to or greater than 40 kA for each line to ground (Common Mode) as recommended by IEEE C62.41.2_2002.

5. Wire harness complete with an abrasion protection sleeve, strain relief and plug-in connections for fast, trouble-free installation.

6. All luminaires, visors, and cross-arm assemblies shall withstand 150 mi/h winds and maintain luminaire aiming alignment.

7. Control cabinet to provide remote on-off control, monitoring, and entertainment features of the lighting system. See Section 2.3 for further details.

8. Contactor cabinet to provide on-off control.

9. Manufacturer shall provide lightning grounding as defined by NFPA 780 and be UL Listed per UL 96 and UL 96A.
a. Integrated grounding via concrete encased electrode grounding system. b. If grounding is not integrated into the structure, the manufacturer shall supply grounding electrodes, copper down conductors, and exothermic weld kits. Electrodes and conductors shall be sized as required by NFPA 780.The grounding electrode shall be minimum size of 5/8 inch diameter and 8 feet long, with a minimum of 10 feet embedment. Grounding electrode shall be connected to the structure by a grounding electrode conductor with a minimum size of 2 AWG for poles with 75 feet mounting height or less, and 2/0 AWG for poles with more than 75 feet mounting height.

10. Enhanced corrosion protection package: Due to the potentially corrosive environment for this project, manufacturers must provide documentation that their products meet the following enhanced requirements in addition to the standard durability protection specified above:
a) Exposed carbon steel horizontal surfaces on the crossarm assembly shall be galvanized to no less than a five (5) mil average thickness. b) Exposed die cast aluminum components shall be Type II anodized per MIL-STD- 8625 and coated with high performance polyester.
c) Exposed extruded aluminum components shall be Type II anodized per MIL-STD- 8625 and coated with high performance polyester.

D. Safety: All system components shall be UL listed for the appropriate application.

2.2 ELECTRICAL
A. Electric Power Requirements for the Sports Lighting Equipment:

1. Electric power: 480 Volt, 3 Phase

2. Maximum total voltage drop: Voltage drop to the disconnect switch located on the poles shall not exceed three (3) percent of the rated voltage.

B. Energy Consumption: The kW consumption for the field lighting system shall be 3.85 kW.

2.3 CONTROL
A. Instant On/Off Capabilities: System shall provide for instant on/off of luminaires.

B. Lighting contactor cabinet(s) constructed of NEMA Type 4 aluminum, designed for easy installation with contactors, labeled to match field diagrams and electrical design. Manual off-on-auto selector switches shall be provided.

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 5 of 8 ends

C. Remote Lighting Control System: System shall allow owner and users with a security code to schedule on/off system operation via a web site, phone, fax or email up to ten years in advance.

Manufacturer shall provide and maintain a two-way TCP/IP communication link. Trained staff shall be available 24/7 to provide scheduling support and assist with reporting needs.

The owner may assign various security levels to schedulers by function and/or fields. This function must be flexible to allow a range of privileges such as full scheduling capabilities for all fields to only having permission to execute “early off” commands by phone. Scheduling tool shall be capable of setting curfew limits.

Controller shall accept and store 7-day schedules, be protected against memory loss during power outages, and shall reboot once power is regained and execute any commands that would have occurred during outage.

D. Remote Monitoring System: System shall monitor lighting performance and notify manufacturer if individual luminaire outage is detected so that appropriate maintenance can be scheduled. The controller shall determine switch position (manual or auto) and contactor status (open or closed).

E. Management Tools: Manufacturer shall provide a web-based database and dashboard tool of actual field usage and provide reports by facility and user group. Dashboard shall also show current status of luminaire outages, control operation and service. Mobile application will be provided suitable for IOS, Android and Blackberry devices.

Hours of Usage: Manufacturer shall provide a means of tracking actual hours of usage for the field lighting system that is readily accessible to the owner.

1. Cumulative hours: shall be tracked to show the total hours used by the facility

2. Report hours saved by using early off and push buttons by users.

F. Communication Costs: Manufacturer shall include communication costs for operating the control and monitoring system for a period of 25 years.

G. Communication with luminaire drivers: Control system shall interface with drivers in electrical components enclosures by means of powerline communication.

2.4 STRUCTURAL PARAMETERS
A. Wind Loads: Wind loads shall be based on the 2019 California Building Code. Wind loads to be calculated using ASCE 7-16, a design wind speed of 95mi/h, exposure category C and wind importance factor of 1.

B. Pole Structural Design: The stress analysis and safety factor of the poles shall conform to 2009 AASHTO Standard Specification for Structural Supports for Highway Signs, Luminaires, and Traffic Signals (LTS-5).

C. If no geotechnical report is available, the foundation design shall be based on soils that meet or exceed those of a Class 5 material as defined by 2016 CBC Table 1806.2.

PART 3 – EXECUTION

3.1 SOIL QUALITY CONTROL
A. It shall be the Contractor’s responsibility to notify the Owner if soil conditions exist other than those on which the foundation design is based, or if the soil cannot be readily excavated. Contractor may issue a change order request / estimate for the Owner’s approval / payment for additional costs associated with:

1. Providing engineered foundation embedment design by a registered engineer in the State of CA for soils other than specified soil conditions;

2. Additional materials required to achieve alternate foundation;

3. Excavation and removal of materials other than normal soils, such as rock, caliche, etc.

3.2 DELIVERY TIMING
A. Delivery Timing Equipment On-Site: The equipment must be on-site 10-12 weeks from receipt of

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 6 of 8 ends

approved submittals and receipt of complete order information.

3.3 FIELD QUALITY CONTROL
A. Illumination Measurements: Upon substantial completion of the project and in the presence of the Contractor, Project Engineer, Owner's Representative, and Manufacturer's Representative, illumination measurements shall be taken and verified. The illumination measurements shall be conducted in accordance with IESNA LM-5-04.

B. Field Light Level Accountability

1. Light levels are guaranteed not to fall below the target maintained light levels for the entire warranty period of 25 years. These levels will be specifically stated as “guaranteed” on the illumination summary provided by the manufacturer.

2. The contractor/manufacturer shall be responsible for conducting initial light level testing and an additional inspection of the system, in the presence of the owner, one year from the date of commissioning of the lighting.

3. The contractor/manufacturer will be held responsible for any and all changes needed to bring these fields back to compliance for light levels and uniformities. Contractor/Manufacturer will be held responsible for any damage to the fields during these repairs.

C. Correcting Non-Conformance: If, in the opinion of the Owner or his appointed Representative, the actual performance levels including footcandles and uniformity ratios are not in conformance with the requirements of the performance specifications and submitted information, the Manufacturer shall be required to make adjustments to meet specifications and satisfy Owner.

3.4 WARRANTY AND GUARANTEE
A. Musco warrants your lighting system to be free from defects in materials and workmanship as outlined in Musco’s 10-Year Warranty. Musco agrees to provide labor and materials to replace defective parts or repair defects in workmanship. This includes all Musco manufactured product (wire harnesses, drivers, luminaires, poles, concrete bases, etc.).

B. Maintenance: Manufacturer shall monitor the performance of the lighting system, including on/off status, hours of usage and luminaire outage for 10 years from the date of equipment shipment. Parts and labor shall be covered such that individual luminaire outages will be repaired when the usage of any field is materially impacted. Manufacturer is responsible for removal and replacement of failed luminaires, including all parts, labor, shipping, and equipment rental associated with maintenance.

Owner agrees to check fuses in the event of a luminaire outage.

PART 4 – DESIGN APPROVAL

4.0 PRE-BID SUBMITTAL REQUIREMENTS (Non-Musco)
A. Design Approval: The owner / engineer will review pre-bid submittals per section 4.0.B from all the manufacturers to ensure compliance to the specification 10 days prior to bid. If the design meets the design requirements of the specifications, a letter and/or addendum will be issued to the manufacturer indicating approval for the specific design submitted.

B. Approved Product: Musco’s Light-Structure System TM with TLC for LEDTM is the approved product.

All substitutions must provide a complete submittal package for approval as outlined in Submittal Information at the end of this section at least 10 days prior to bid. Special manufacturing to meet the standards of this specification may be required. An addendum will be issued prior to bid listing any other approved lighting manufacturers and designs.

C. All listed manufacturers not pre-approved shall submit the information at the end of this section at least 10 days prior to bid. An addendum will be issued prior to bid; listing approved lighting manufacturers and the design method to be used.

D. Bidders are required to bid only products that have been approved by this specification or addendum by the owner or owner’s representative. Bids received that do not utilize an approved system/design, will be rejected.

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 7 of 8 ends

REQUIRED SUBMITTAL INFORMATION FOR ALL MANUFACTURERS (NOT PRE-APPROVED) 10 DAYS

PRIOR TO BID
All items listed below are mandatory, shall comply with the specification and be submitted according to pre-bid submittal requirements. Complete the Yes/No column to indicate compliance (Y) or noncompliance (N) for each item. Submit checklist below with submittal.

Yes/
No Tab Item Description
A Letter/
Checklist
Listing of all information being submitted must be included on the table of contents. List the name of the manufacturer’s local representative and his/her phone number. Signed submittal checklist to be included.

B Equipment
Layout Drawing(s) showing field layouts with pole locations C
On Field
Lighting
Design
Lighting design drawing(s) showing:
a. Field Name, date, file number, prepared by
b. Outline of field(s) being lighted, as well as pole locations referenced to the center of the field (x & y), Illuminance levels at grid spacing specified c. Pole height, number of fixtures per pole, horizontal and vertical aiming angles, as well as luminaire information including wattage, lumens and optics d. Height of light test meter above field surface.
e. Summary table showing the number and spacing of grid points; average, minimum and maximum illuminance levels in foot candles (fc); uniformity including maximum to minimum ratio, coefficient of variance (CV), coefficient of utilization (CU) uniformity gradient; number of luminaries, total kilowatts, average tilt factor; light loss factor.

D
Off Field
Lighting
Design
Lighting design drawing showing initial spill light levels along the boundary line (defined on bid drawings) in footcandles. Lighting design showing glare along the boundary line in candela. Light levels shall be taken at 30-foot intervals along the boundary line. Readings shall be taken with the meter orientation at both horizontal and aimed towards the most intense bank of lights.

E Photometric
Report
Provide first page of photometric report for all luminaire types being proposed showing candela tabulations as defined by IESNA Publication LM-35-02. Photometric data shall be certified by laboratory with current National Voluntary Laboratory Accreditation Program or an independent testing facility with over 5 years experience.

F Performance
Guarantee
Provide performance guarantee including a written commitment to undertake all corrections required to meet the performance requirements noted in these specifications at no expense to the owner. Light levels must be guaranteed to not fall below target levels for warranty period.

G Structural
Calculations
Pole structural calculations and foundation design showing foundation shape, depth backfill requirements, rebar and anchor bolts (if required). Pole base reaction forces shall be shown on the foundation drawing along with soil bearing pressures. Design must be stamped by a structural engineer in the state of CA, if required by owner.

H
Control &
Monitoring
System
Manufacturer of the control and monitoring system shall provide written definition and schematics for automated control system. They will also provide ten (10) references of customers currently using proposed system in the state of CA.

I
Electrical
Distribution
Plans
Manufacturer bidding an alternate product must include a revised electrical distribution plan including changes to service entrance, panels and wire sizing, signed by a licensed Electrical Engineer in the state of CA.

J Warranty Provide written warranty information including all terms and conditions. Provide ten (10) references of customers currently under specified warranty in the state of CA.

K Project
References
Manufacturer to provide a list of five (5) projects where the technology and specific fixture proposed for this project has been installed in the state of CA. Reference list will include project name, project city, installation date, and if requested, contact name and contact phone number.

L Product
Information Complete bill of material and current brochures/cut sheets for all product being provided.

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2

Page 8 of 8 ends

M Delivery Manufacturer shall supply an expected delivery timeframe from receipt of approved submittals and complete order information.

N Non-
Compliance
Manufacturer shall list all items that do not comply with the specifications. If in full compliance, tab may be omitted.

The information supplied herein shall be used for the purpose of complying with the specifications for Tewinkle Park Bark Park. By signing below I agree that all requirements of the specifications have been met and that the manufacturer will be responsible for any future costs incurred to bring their equipment into compliance for all items not meeting specifications and not listed in the Non-Compliance section.

Manufacturer: _____________________________________ Signature: ____________________________________ Contact Name: ____________________________________ Date: ______/______/_____ Contractor: _______________________________________ Signature: _______________________________

TECHNICAL SPECIFICATIONS FOR BARK PARK
ATTACHMENT 2
2020, 2023 Musco Sports Lighting, LLCDate: August 28, 2023 Project #215827, Page 1 of 4 M-3453-en04-9
Quote Scope of Work: Light-Structure System - Retrofit Tewinkle Bark Park
Costa Mesa, CA
Retrofit Scope of Work
Customer Responsibilities:

1. Complete access to the site for construction using standard 2-wheel drive rubber tire equipment.

2. Locate existing underground utilities not covered by your local utilities. (i.e. water lines, electrical lines, irrigation systems, and sprinkler heads). Musco or Subcontractor will not be responsible for repairs to unmarked utilities.

3. Locate and mark field reference points per Musco supplied layout. (i.e. home plate, center of FB field).

4. If existing underground wiring is being used ensure usability.

5. Pay any necessary power company fees and requirements.

6. Pay all permitting fees.

7. Provide any existing as-built documents or drawings.

8. Provide sealed Electrical Plans. (If required)
Musco Responsibilities:

1. Provide required fixtures, electrical enclosures, mounts, hardware, wire harnesses, and control cabinets.

2. Provide poletop luminaire assembly on all poles.

3. Provide fixture layout and aiming diagram.

Contractor Responsibilities
General:

1. Obtain any required permitting.

2. Contact your local UDig for locating underground public utilities and confirm they have been clearly marked.

3. Contact the facility owner/manager to confirm the existing private underground utilities and irrigation systems have been located and are clearly marked to avoid damage from construction equipment. Notify owner and repair damage to marked utilities. Notify owner and Musco regarding damage which occurred to unmarked utilities.

4. Provide labor, equipment, and materials to off load equipment at jobsite per scheduled delivery.

5. Provide storage containers for material, (including electrical components enclosures), as needed.

6. Provide necessary waste disposal and daily cleanup.

7. Provide adequate security to protect Musco delivered products from theft, vandalism, or damage during the installation.

8. Keep all heavy equipment off playing fields when possible. Repair damage to grounds which exceeds that which would be expected. Indentations caused by heavy equipment traveling over dry ground would be an example of expected damage. Ruts and sod damage caused by equipment traveling over wet grounds would be an example of damage requiring repair.

9. Provide startup and aiming as required to provide complete and operating sports lighting system.

10. Installation to commence upon delivery and proceed without interruption until complete. Musco to be immediately notified of any breaks in schedule or delays.

TECHNICAL PROVISIONS FOR BARK PARK
ATTACHMENT 2
2020, 2023 Musco Sports Lighting, LLCDate: August 28, 2023 Project #215827, Page 2 of 4 M-3453-en04-9
Quote Scope of Work: Light-Structure System - Retrofit Retrofit Musco Equipment to Existing Poles:

1. Provide labor, materials, and equipment to assemble and install Musco CREE OSQ fixtures on existing non Musco poles and terminate grounding and power feed. Power feed may need to be reworked to adapt to the new Musco equipment.

2. Ensure grounding components meet minimum standards required by NEC and NFPA780.

3. For concrete poles provide new lightning down conductor(aluminum) and 5/8 in copper ground rod. For poles 75 ft (22 m) or less use 1/0 AWG, poles over 75 ft (22 m) use 4/0 AWG conductor. Bond internal pole ground to new down conductor.

4. For steel poles provide new ground rod and pole bonding conductor per NFPA Annex A.1.6.

5. Down conductor shall be converted to copper wire for any underground runs and bonded to ground rod(s).

6. Ensure all Musco components are bonded to both equipment and lightning grounds. No upward sweeps allowed for lightning down conductor or bonding jumper(s). See installation instructions for further information.

7. Test ground resistance with 3-point megger and confirm 25 ohms or less for each pole. Install additional ground rods or create grounding grid until resistance of 25 ohms or less is achieved.

TECHNICAL PROVISIONS FOR BARK PARK
ATTACHMENT 2
2020, 2023 Musco Sports Lighting, LLCDate: August 28, 2023 Project #215827, Page 3 of 4 M-3453-en04-9
Quote Scope of Work: Light-Structure System - Retrofit

CODE OF CONDUCT
In order to maintain a high-quality jobsite and installation, Subcontractor represents to Musco that it has the supervision necessary to, and shall train, manage, supervise, monitor, and inspect the activities of its employees for the purpose of enforcing compliance with these safety requirements. Subcontractor acknowledges that Musco does not undertake any duty toward Subcontractor’s employees to train, manage, supervise, monitor, and inspect their work activities for the purpose of enforcing compliance with these safety requirements, but Subcontractor agrees to abide by any reasonable recommendations made by Musco or Musco representatives with respect to safety.

Subcontractor agrees that it is or will be familiar with and shall abide by the safety rules and regulations of Musco and the Owner, including, but not limited to the Occupational Safety and Health Act of 1970 (OSHA), all rules and regulations established pursuant thereto, and all amendments and supplements thereto.

Subcontractor further agrees to require all its employees, subcontractors, and suppliers to comply with these requirements. Subcontractor shall also observe and comply with all laws with respect to environmental protection applicable to the Project.

Subcontractor shall require all its subcontractors, employees, visitors, suppliers, and agents under its direction to comply with the following:

1. GENERAL JOBSITE SAFETY AND CLEANLINESS.
a. Subcontractor’s employees and agents shall be required to wear appropriate personal protective equipment including, but not limited to, safety glasses with side shields, work shoes, fall protection devices, and hard hats.
b. Where a walking or working surface has an unprotected side or edge which is six feet or more above a lower level, Subcontractor shall use guardrail systems, safety net systems, or personal fall arrest systems.
c. Jobsite shall be kept free of debris including, but not limited to, cardboard and packing materials which can become windborne.
d. Construction equipment shall be parked during non-use in an orderly fashion so as not to create inconvenience to others using the jobsite.
e. Subcontractor shall provide for and ensure the use of safety equipment for the Project in accordance with Musco’s and Owner’s safety requirements, to the extent these may be stricter than federal, state, or local standards, or generally recognized industry applicable standards. f. Subcontractor shall provide the Musco project manager with an “Emergency List” showing Subcontractor’s designated medical doctor, hospital, insurance company, and any other health service providers, such list to be updated within 24 hours of any change in the information provided. g. Within eight (8) hours from the time of an accident (or such shorter period as laws may require), Subcontractor shall advise Musco of any accident resulting in injury to any person or damage to any equipment or facility. Upon request, Subcontractor shall promptly furnish Musco with a written report of any such accident as well as a copy of all insurance and worker’s compensation claims involving the Project.
h. Subcontractor shall maintain and inspect all construction equipment, including cranes and other lifting equipment, prior to each use. Subcontractor warrants that all equipment operators shall be qualified for each piece of construction equipment they intend to operate. Documentation of specific training is the responsibility of the Subcontractor.
i. Jobsite shall be policed daily for compliance to the above conditions.

TECHNICAL PROVISIONS FOR BARK PARK
ATTACHMENT 2
2020, 2023 Musco Sports Lighting, LLCDate: August 28, 2023 Project #215827, Page 4 of 4 M-3453-en04-9
Quote Scope of Work: Light-Structure System - Retrofit j. Subcontractor’s employees and agents are prohibited from using drugs and alcohol on the Project property or being under the influence of alcohol or drugs while performing work on the Project. Anyone observed participating in or observed under the influence will be removed from the Project immediately and prohibited from returning, with no exceptions.

2. CONFORMANCE TO STANDARD MUSCO INSTALLATION GUIDELINES. a. Review and understand installation instructions are provided with every product installation. b. Education of installation personnel to allow for highest efficiency and lowest possibility of failure. c. Verify that components have been assembled per Musco installation instructions. d. Verify plumb of concrete foundations prior to standing of poles.

3. PROVIDING A QUALITY INSTALLATION TEAM.
a. Subcontractor’s work directly reflects the quality of the installation and may indirectly relate to the quality of the product upon which Musco’s reputation is built. b. Provide and maintain quality installation equipment. Records of maintenance and/or calibration shall be provided upon request.
c. Personnel shall be knowledgeable in operation of equipment as well as installation of Musco product. d. All personnel provided by Subcontractor shall understand the relationship developed by and between Subcontractor and Musco, also by and between Musco and the customer, and act accordingly.

TECHNICAL PROVISIONS FOR BARK PARK
ATTACHMENT 2
2020, 2023 Musco Sports Lighting, LLCDate: August 28, 2023 Project #215827, Page 1 of 4 M-3453-en04-9
Quote Scope of Work: Light-Structure System - Retrofit Tewinkle Bark Park
Costa Mesa, CA
Retrofit Scope of Work
Customer Responsibilities: